UCAP Working Drawings Package

UCAPS 2020 | ECO BUILDING PROJECT

ADDRESS 1 LYGON STREET, CARLTON 3053

DESIGNER SOUL DE BOERS MIGUEL RAMOS LUCAS NUGENT

| | |

S3750147 S3786242 S3601052

SHEET

LIST

A00 A01 A02 A03 A03.1 A03.2 A03.3 A03.4 A04 A05 A05.1 A06 A06.1 A07 A07.1 A07.2 A07.3 A07.4 A07.5 A07.6

COVER SHEET GENERAL NOTES EXISITING SITE & DEMOLITION PLAN PROPOSED SITE PLAN & LANDSCAPE GROUND FLOOR PLAN LEVEL 1 FLOOR PLAN TYPICAL FLOOR PLAN ROOF PLAN GROUND FLOOR REFLECTED CEILING PLAN SECTION A-A FACADE SECTION SOUTH ELEVATION EAST ELEVATION LEVEL 1 - STUDY AREA - PLAN & ELEVATIONS CONSTRUCTION DETAILS - FACADE CONNECTIONS CONSTRUCTION DETAIL - FYTOARBOUR SYSTEM STAIRS PLAN AND SECTION STAIR DETAIL PREFABRICATED TRUSS & COLUMN SYSTEM PREFABRICATED COLUMNS - GROUND FLOOR & LEVEL 1

NTS NTS 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:20 1:20 1:20 1:20 1:20 NTS NTS

GENERAL NOTES

SERVICES NOTES:

LIVE LOADS:

WINDOW NOTES:

ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO CURRENT EDITIONS OF THE BUILDING REGULATIONS, THE BUILDING CODE OF AUSTRALIA AND ALL RELEVANT AUSTRALIAN STANDARDS REFERRED TO THEREIN.

SMOKE ALARMS TO BE INSTALLED IN ACCORDANCE WITH A.S. 3786 THE SMOKE ALARM SHALL BE HARD WIRED WITH BATTERY BACKUP

REFER TO THE STRUCTURAL ENGINEERING DRAWINGS FOR ALL SPECIFICATION SIZES IN MATERIALS REFERRING TO ALL LIVE LOADS.

WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.

BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-1999 FOR AN ASSUMED DESIGN GUST WIND SPEED /WIND CLASSIFICATION OF 33M/S MAX. (SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS.

MASS TIMBER CONSTRUCTION:

SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES: (I) ALL ROOMS - WITHIN 500MM VERTICAL OF FLOOR LEVEL (II) BATHROOMS - WITHIN 1500MM VERTICAL FROM BATH BASE - WITHIN 500MM HORIZONTAL FROM BATH/SHOWER TO SHOWER DOORS, SHOWER SCREENS AND BATH ENCLOSURES (III) LAUNDRY - WITHIN 1200MM VERTICAL FROM FLOOR LEVEL AND/OR WITHIN 300MM VERTICAL OF TROUGH (IV) DOORWAY - WITHIN 300MM HORIZONTAL FROM ALL DOORS (V) ENSUITE - AS FOR (II).

WATERPROOFING:

FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. SITE PLAN MEASUREMENTS ARE IN METRES - ALL OTHER MEASUREMENTS ARE IN MILLIMETRES, UNLESS OTHERWISE SHOWN. CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION. ENSURE THAT ALL MATERIALS ARE FIXED AND FINISHED IN A MANNER THAT REDUCES DETERIORATION AS FAR AS POSIBLE. WORKS ARE TO COMPLY WITH THE BUILDING COMMISSIONS "GUIDE TO STANDARDS & TOLLERANCES" CURRENT EDITION. THE DRAWINGS AND SPECIFICATION OUTLINE AND DESCRIBE THE MINIMUM WORKMANSHIP AND MATERIALS REQUIRED. PROVIDE ALL MATERIALS, SERVICES AND WORK NECESSARY TO PROPERLY PERFORM AND COMPLETE THE WORKS IN THE MANNER AND FOR THE PURPOSE INTENDED. THE APPROVAL OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT PRICE ADJUSTMENT. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION. THESE PLANS ARE TO BE READ IN CONJUNCTION WITH THE FOLLOWING DOCUMENTATION: STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS OR DRAWINGS THE ENDORSED PLANNING DRAWINGS & PERMIT WATER AUTHORITY APPROVAL TO BUILD OVER AN EASEMENT COUNCIL APPROVAL TO BUILD OVER THE EASEMENT COUNCIL APPROVAL TO BUILD ON FLOOD PRONE LAND THE PROJECT SPECIFICATIONS THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CUSTOMER OF MIGUEL RAMOS (THE ARCHITECT) AND FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE AUTHOR. ANY OTHER PERSON WHO RELIES ON THESE PLANS DOES SO AT THEIR OWN RISK & NO RESPONSIBILITY IS ACCEPTED BY THE AUTHOR FOR SUCH USE &/OR RELIANCE.

ATTEND TO EXISTING SERVICES AS FOLLOWS: IF THE SERVICE IS TO BE CONTINUED, REPAIR, DIVERT OR RELOCATE AS REQUIRED. IF SUCH A SERVICE CROSSES THE LINE OF A REQUIRED TRENCH, OR WILL LOSE SUPPORT WHEN THE TRENCH IS EXCAVATED, PROVIDE PERMANENT SUPPORT FOR THE EXISTING SERVICE. IF THE SERVICE IS TO BE ABANDONED, CUT AND SEAL OR DISCONNECT, AND MAKE SAFE.

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES

ALL TIMBER FRAMING SHALL BE OFF THE BEST QUALITY OF THE SPIECES AND GRADES SPECIFIED AND SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS. TIMBER SHALL BE STRAIGHT, SOUND, WELL SEASONED AND FREE FROM SIGNIFICANT DEFECTS INCLUDING WHITE ANT, BORER, SAP, LOOSE KNOTS, WARPS, TWIST, FRACTURE AND HOLES

ALL TIMBER TO BE FIRE RATED AND MEET NCC STANDARDS

WATERPROOFING OF WET AREAS, BEING BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2004: WATERPROOFING OF WET AREAS WITHIN RESIDENTIAL BUILDINGS.

SITE PREPARATION - SLAB:

WC DOORS MUST OPEN OUTWARDS, BE SLIDERS OR BE REMOVABLE FROM THE OUTSIDE IF 1200 OR CLOSER TO THE PAN

ALL STRUCTURAL TIMBER MUST COMPLY WITH AS1686 100MM MIN. DIA. CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE. PROVIDE INSPECTION OPENINGS AT 9000MM C/C AND AT EACH CHANGE OF DIRECTION. THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL BE NOT LESS THAN - 100MM UNDER SOIL - 50MM UNDER PAVED OR CONCRETE AREAS - 100MM UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS - 75MM UNDER REINFORCED CONCRETE DRIVEWAYS

INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.

THE SITE SHALL BE PREPARED IN ACCORDANCE WITH SECTION 6 OF AS2870. PARTICULAR ATTENTION SHOULD BE GIVEN TO THE STRIPPING OF ALL VEGETATION AND TOP SOIL MATERIAL AREAS OF LOOSE FILLING WHICH WILL NOT RESPOND TO COMPACTION PROCEDURES SHALL BE REMOVED. THE EXPOSED SURFACE MATERIAL SHALL BE ROLLED (WITH A VIBRATING SHEEPSFOOT RULER) ACHIEVE COMPACTED DENSITY OF NOT LESS THAN 95% OF THE STANDARD VALUE. APPROVAL TO THESE WORKS MUST BE SOUGHT FROM THE ENGINEER BEFORE ANY FILLING IS PLACED.

ENSURE THAT ALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTING AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM

ALL FOUNDATION EXCAVATIONS IN SITEWORKS SHOULD BE INSPECTED BY SUITABLY COIL QUALIFIED PERSON TO ENSURE THAT SUBSURFACE AND CONDITIONS AND SITE PREPARATION PRODUCERS ARE IN ACCORDANCE WITH THOSE OUTLINED. IF ANY DOUBT EXISTS THEN THE ENGINEERS SHOULD BE CONTACTED FOR FURTHER ADVICE.

TEMPORARILY WEATHERPROOF OPENINGS TO REMAINING BUILDING WHILST DEMOLITION AND CONSTRUCTION ARE IN PROGRESS.

THE BUILDER IS TO CHECK ALL LEVELS IN DIMENSIONS PRIOR TO COMMENCING ANY WORKS IN ANY DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEER.

TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING STRUCTURES DURING ALL WORKS.

REFER TO THE STRUCTURAL ENGINEERING DRAWINGS FOR SITE PREPARATION, SLAB RELATED SPECIFICATIONS, SIZES, MATERIALS, DIMENSIONS AND FURTHER DETAILS.

ALL STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE RELEVANT AUTHORITIES APPROVAL.

PRESERVE AND MAINTAIN THE OWNERS SURVEY MARKS IN THEIR TRUE POSITIONS. RECTIFICATION: IF THE PROPRIETOR'S SURVEY MARKS ARE DISTURBED OR OBLITERATED, IMMEDIATELY GIVE NOTICE AND RECTIFY THE DISTURBANCE OR OBLITERATION. EXISTING TREES AND SHRUBS SHALL BE MAINTAINED UNDAMAGED AND PROTECTION PROVIDED IF NECESSARY.

FOUNDATIONS:

REFERRER TO THE STRUCTURAL ENGINEERING DRAWINGS FOR ALL SPECIFICATIONS SIZES AND MATERIALS REFERRING TO ALL TIMBER FRAMING.

REINSTATE ALL EXISTING MATERIALS & SURFACES AFFECTED BY THE WORKS TO ORIGINAL CONDITION.

AS1428.1 - DESIGN AND MOBILITY FOR DISABLED AS 3740-2004: WATERPROOFING OF WET AREAS WITHIN RESIDENTIAL BUILDINGS NCC VOLUME SECTION F - DAMP PROOFING PART F1 AND F2 SITE PREPARATION - FOOTINGS UNDER NO CIRCUMSTANCES ARE THE FOOTINGS TO FOUND ON PARTICLE ROCK/PARTIAL CLAY FOUNDATION .

ALL FLOATERS THAT ARE FOUND ARE TO BE REMOVED OR THE ENGINEER OFFICES TO BE CONTACTED FOR FURTHER ADVICE. ALL EXISTING TREES THAT ARE CLOSER TO THE STRUCTURE THAN THEIR MATURE HEIGHT SHOULD BE REPORTED TO THE ENGINEERS OFFICE FOR FURTHER ADVICE CONCERNING FOUNDATION CONSTRUCTION PRIOR TO COMMENCING WORKS. DUE TO THE UNPREDICTABLE NATURE OF ROCK THE FOUNDING DEPTH TO ACHIEVE A COMPETENT ROCK FOUNDATION MATERIAL CAN GREATLY VERY OVER SHORT DISTANCES. THUS THE ACTUAL FOUNDING DEPTH TO COMPETENT ROCK MATERIAL CAN ONLY BE ESTABLISHED AT THE TIME OF EXCAVATION. IF FLOATERS ARE FOUND INSTEAD OF THE ROCK THEN THE GEOTECHNICAL ENGINEERS MUST BE CONTACTED FOR FURTHER INSTRUCTIONS.

REFER TO THE STRUCTURAL ENGINEERING DRAWINGS FOR SITE, DRAINAGE RELATED SPECIFICATIONS, SIZES MATERIALS, DIMENSIONS AND FURTHER DETAILS.

IF ANY CONSTRUCTION STARTS IN LATE SUMMER/ AND LARGE TREES ARE TO BE REMOVED. THE MOISTURE CONDITIONS SHOULD BE STABILIZE BY THE STEADY SOAKING OF ANY DRY AREAS AROUND THE REMOVE TREES THE GEOTECHNICAL ENGINEERS SHOULD BE CONTACTED FOR FURTHER ADVICE.

REFER TO THE STRUCTURAL ENGINEERING DRAWINGS FOR SITE, PLUMBING RELATED SPECIFICATION, SIZES, MATERIALS, DIMENSIONS AND FURTHER DETAILS.

REFER TO THE STRUCTURAL ENGINEERS DRAWINGS FOR SITE PREPARATION FOOTING RELATED SPECIFICATIONS SIZES MATERIALS DIMENSIONS AND FURTHER DETAILS.

SITE SPECIFIC NOTES:

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

Dicentra Spectabilis CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

NO

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

SOIL CLASSIFICATION: TBA THESE PLANS SHALL BE READ IN CONJUNCTION WITH SOIL REPORT BY: REPORT NUMBER: FOOTINGS TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT. WHERE THE BUILDING (EXCLUDES CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO UNDERSIDE OF BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK.

GENERAL

FLOOR PLANS

COVER PAGE AND CONTENTS

IDENTIFY

FINISHED SURFACE TO FALL AWAY FROM BUILDING MIN 1 IN 20 FOR A MIN OF 1000MM

TITLE BLOCKS

GROUND UNDER BUILDING TO BE GRADED TO OUTSIDE OF BUILDING PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150MM FOR FLOORS WITH STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLE BOARD FLOORING. 400MM MIN CLEARANCE REQUIRED WHEN TERMITE BARRIERS ARE INSTALLED THAT NEED TO BE INSPECTED.

SHEET NUMBERS

- RIGHT HAND CORNER - NORTH POINT

- GENERAL NOTES GROUPED - SPECIFIC NOTES PLACED WITH ARROW

LOCATE

CONCRETE: REFER TO THE STRUCTURAL ENGINEERS DRAWINGS FOR ALL SPECIFICATIONS, SIZES AND MATERIALS REFERRING TO ALL CONCRETE REINFORCEMENT FORMWORK.

NOTES

CONCRETE FRAMEWORK SHOULD BE LEFT IN PLACE FOR THE SPECIFIED AMOUNT OF TIME BY THE STRUCTURAL ENGINEER.

SITE PLAN ALL CONSTRUCTION JOINS ARE SPECIFIED AS BY THE STRUCTURAL ENGINEER.

SITE BOUNDARIES

ALL CONCRETE BRICKS MUST APPLY WITH AS3600 ALL REINFORCEMENT WORKS MUST BE AS1302, 1303 AND 1304 AND WITH AS/NZS 4671 CONCRETE TO BE USED IN ACCORDANCE WITH CONCRETER SECTION IN ACCORDANCE TO HIS DRAWINGS AND SPECIFICATIONS

STEEL WORK

NEAREST ROAD

DIMENSIONS

SITE ANALYSIS

REFER TO THE STRUCTURAL ENGINEERS DRAWINGS FOR ALL SPECIFICATIONS, SIZES AND MATERIALS REFERRING TO ALL STEEL WORK. ALL STEELWORK SHALL BE CARRIED OUT IN ACCORDANCE WITH AS4100 STEEL STRUCTURES CODE. REFER TO THE STRUCTURAL ENGINEERS DRAWINGS FOR ALL STEEL WORK CONNECTIONS AND JOINS ALL EXPOSED TO WORK MUST BE HOT DIPPED GALVANISED AS SPECIFIED

SHOW

- ALL SPACES (ROOMS, CUPBOARDS, ETC) - ALL FIXTURES - BEAMS - ROOF LINE DASHED - DECKING AREAS - NEW AND EXISTING WORKS

FLOOR AND CEILING LINES DIMENSION

- FLOOR TO CEILING HEIGHTS

CHECK

- ORIENTATION - WINDOWS AND DOORS (NUMBERING) - ROOF SHAPE - WALL TYPES

NOTES

- ROOF MATERIALS - GUTTERS - DOWNPIPES - WALL MATERIALS (EXTENT IN TWO OR MORE)

- CONSISTENT - CROSS REFERENCED

DIMENSION NOTES

ELEVATIONS

- DISTANCES - BEARINGS - EASEMENTS - TRAFFIC DIRECTIONS - STREET NAMES - NEAREST INTERSECTIONS - SETBACKS - ADJACENT BUILDINGS - SIDE BOUNDARIES - SITE COVERAGE - PROPOSED BUILDING AREA - PROPOSED BUILDING COVERAGE - SITE CLASSIFICATION - STORMWATER DRAINS - DRAINPIPES - LEGAL POINT OF DISCHARGE - NEW DRIVE WAY - NEW RETAINING WALLS - GARDEN PATHS WITH FINISHES - LOT NUMBERS INCLUDING ADJOINING

CORRECT GRAPHICS

- OPENINGS - WALLS - CORNERS - OVERALL - SMOKE ALARMS - FIRE EXTINGUISHERS - MATERIALS AND FINSIHES - SKIRTING AND ARCHITRAVES - FLOORING TYPES - WALL TYPES - NEW WORKS FROM EXISITNG - WALL PROPORTIONS - WINDOW AND DOOR GRAPHICS

SECTIONS DO NOT SHOW

- PEOPLE - CARS - TREES - FIXTURE SIZES/INFORMATION

SHOW

- COMPONENTS IN BACKGROUND (LIMITED DETAIL) - INTERNAL LINING WHERE CUT THROUGH - FLASHINGS - DAMP PROOF MEMBRANES - SKIRTING, CORNICE OR SQUARE SET - ROOFING AND CEILING COMPONENTS

ROOF PLAN

DATE

DRAWN BY

CHECKED BY

6/11/2020

Author

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

DRAWING

ROOF

- FLOOR - FALL ARROWS - PITCH

DOWNPIPES

- SHOWN - LABELLED

GUTTERS

NORTH

- EAVES, BOX GUTTER, ETC - HIGH POINT - OVERFLOW - SUMP - NOTES

BACKLINE

- BEAMS - WALL PLATES - SLAB - NOGGINGS (IF APPLICABLE)

GENERAL NOTES

DIMENSION

- FLOOR TO CEILING HEIGHTS

SCALE

ENSURE

- CONSISTENCY WITH FLOOR PLANS - GRAPHICS AND MATERIAL REPRESENTATION - FLOOR AND CEILING LINES - ALL COMPONENTS

@ A1 DRAWING No.

A01

CHK

33 .9

EXISTING BUILDINGS LEGEND

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

R L

1 - #13 LYGON ST, CARLTON THREE STOREY HOSPITALITY VENUE

1

2 - #11 LYGON ST, CARLTON RMIT BUILDING 44

174° 00' 00" 37.70 m

R L

354° 00' 00" 37.70 m

34 .7

84° 00' 00" 22.14 m

3 - #9 LYGON ST, CARLTON TWO STOREY TERRACE SHOPFRONT 4 - #1 LYGON ST, CARLTON THREE STOREY HOSPITALITY VENUE 5 - #68 VICTORIA ST, CARLTON TWO STOREY HOSPITALITY VENUE

CONSULTANTS

6 - #70 VICTORIA ST, CARLTON TWO STOREY HOSPITALITY VENUE

URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

7 - #72 VICTORIA ST, CARLTON TWO STOREY HOSPITALITY VENUE

LYGON ST.

1

GENERAL NOTES

ACCESS THROUGH LANEWAY OFF ORR ST

BUILDER TO ENSURE STRUCTURAL ADEQUACY OF ALL REMAINING STRUCTURE DURING DEMOLITION WORKS.

TITLE BOUNDARY

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

ALL DEMOLITION WORKS MUST COMPLY WITH AS 2601

Deutzia Gracilis Nivalis

ser_cons@outlook.com

PROTECT SITE FROM UNAUTHORIZED ACCESS FOR DURATION OF DEMOLITION WORKS.

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678

NO WALL OR OTHER STRUCTURE OR PART OF A STRUCTURE SHALL BE LEFT UNATTENDED OR UNSUPPORTED IN SUCH A CONDITION THAT IT MAY COLLAPSE DUE TO WIND OR VIBRATION.

BEFORE AND DURING DEMOLITION, ALL ELECTRICAL ABLES OR APPARATUS WHICH ARE LIABLE TO BE A SOURCE OF DANGER MUST BE DISCONNECTED. THE DEMOLISHER SHALL BE RESPONSIBLE FOR THE ISCONNECTION OF ALL TELECOMMUNICATION SUPPLIES

3

ph: 923 435 678

CIVIL ENGINEER

PROTECTIVE OUTRIGGERS, FENCES, AWNINGS, OARDING, BARRICADES AND THE LIKE MUST BE NSTALLED WHERE NECESSARY TO GUARD AGAINST DANGER TO LIFE ON OR PROPERTY WHEN EQUIRED BY THE RELEVANT BUILDING SURVEYOR

3

LANDSCAPE ARCHITECT

Dicentra Spectabilis

NO PART OF ANY EXTERNAL WALL ON OR WITHIN 3.00M OF A STREET ALIGNMENT MAY BE PULLED DOWN, EXCEPT DURING THE HOURS THAT THE RELEVANT BUILDING SURVEYOR DIRECTS

2

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

THE POSITION OF CAPPED SEWER AND STORM WATER DRAINS, SEALED-OFF WATER SUPPLIES AND THE LIKE MUST BE CLEARLY MARKED ON THE SITE

was_cons@outlook.com

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

NO

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

TO BE DEMOLISHED EXISTING CAR SPACES

6

5

NORTH

4

L

34

.7

264° 00' 00" 22.14 m R

R L

33 .6

7

CROSS WALK

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING EXISTING TRAFFIC LIGHTS

VICTORIA STREET

CROSS WALK

DRAWING

EXISITING SITE & DEMOLITION PLAN

SCALE

1 : 100 DRAWING No.

A02

@ A1

CHK

AREA SCHEDULE

REFER LANDSCAPE DRAWINGS

SITE AREA - 814m2 PROPOSED BUILDING AREA - 311m2 SITE COVERAGE - 38% SOIL TYPE - M

34 .7 R L

PAVED PATH

354° 00' 00" 37.70 m

R L

33 .9

84° 00' 00" 22.14 m

174° 00' 00" 37.70 m

25m TO ORR ST.

AREA SCHEDULE

LYGON ST.

TIMBER STAIRCASE WITH BALUSTRADE AS SPECIFIED, REFER STAIR AND LANDSCAPE DRAWINGS

UP

ADJACENT DEVELOPEMENT

BRIDGE BETWEEN BUILDINGS

TIMBER STAIRCASE WITH BALUSTRADE AS SPECIFIED, REFER STAIR AND LANDSCAPE DRAWINGS

UP

PROPOSED LANDSCAPING REFER LANDSCAPE DRAWINGS & DETAILS LPOD

CLASS M SOIL THE BUILDER IS TO VERIFY THE LOCATION AND DEPTH OF THE EXISITNG SWD PRIOR TO ANY COMMENCEMENT OF ANY INTERNAL DRAINAGE WORK CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA 100mm DIAMETER UPVC STORMWATER PIPE LAID WITH A MINIMUM FALL OF 1:100, DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY ALL EXTERNAL STEEL WORK TO BE HOT DIPPED GALVANISED THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVIL ENGINEERING COMPACTIONS AND DRAWINGS REFER LANDSCAPE ARCHITECT DRAWINGS AND SPECIFICATIONS FOR ALL LANDSCAPING PRIOR TO THE INSTALLATION OF THE LANDSCAPE AND IRRIGATION, CONTRACTOR TO PREPARE SOIL TO ENSURE A PROPER ENVIRONMENT FOR PLANT ROOT DEVELOPMENT

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

Dicentra Spectabilis CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

1 A05

1 GALVANISED STEEL BALUSTRADE AS SPECIFIED

3600

PROPOSED BUILDING FFL 34.50

NO

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

3600

2

3 ADJACENT GREEN SPACE

A06.1

DP

3600

SW

D

WATER TANK BELOW AS SPECIFIED

.7

3600

4

COS 245

R

L

34

NORTH

33 .6

264° 00' 00" 22.14 m

R L

PROPOSED EXTERNAL STAIRCASES

5

DATE

DRAWN BY

CHECKED BY

6/11/2020

MG+SDB+LN

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING 1

A06

A05

DRAWING

PROPOSED SITE PLAN & LANDSCAPE

VICTORIA STREET

COS 270

3600

3600

3600

3600

3600

SCALE

3600

1 : 100 DRAWING No.

A

B

C

D

E

F

G

A03

@ A1

CHK

EXISTING ADJACENT BUILDING #15

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

WALL SCHEDULE TW WT-1 25m TO ORR ST.

PAVED PATH REFER LANDSCAPE DRAWINGS

174° 00' 00" 37.70 m

354° 00' 00" 37.70 m

84° 00' 00" 22.14 m

1:15 FALL

WT-2 WT-3 WT-4 WT-5

DESCRIPTION EXTERNAL WALL - 180mm THICK, FINISHES CLT PANEL & TILES AS SPECIFIED INTERIOR WALL - 130mm STUD WALL, FINISHES - CLT PANELS & TILES AS SPECIFIED ELEVATOR & SERVICES SHAFT - 220mm, FINISHES - CLT PANELS AS SPECIFIED INTERIOR WALL - 100mm STUD WALL, FINISHES - TILES AS SPECIFIED INTERIOR WALL - 130mm STUD WALL, FINISHES - CLT PANELS AS SPECIFIED

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

ADJACENT DEVELOPEMENT

TIMBER RAMP

LYGON ST.

TIMBER STAIRCASE WITH BALUSTRADE AS SPECIFIED, REFER STAIR AND LANDSCAPE DRAWINGS

BRIDGING CONNECTION ABOVE

LANDSCAPE ARCHITECT

REFER LANDSCAPE DRAWINGS

UP

TIMBER STAIRCASE WITH BALUSTRADE AS SPECIFIED, REFER STAIR AND LANDSCAPE DRAWINGS

UP

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

GROUND FLOOR ROOM SCHEDULE

STRUCTURAL ENGINEER

ph: 923 435 678

NUMBER G.01 G.02 G.03 G.04 G.05 G.07 G.08 G.09 G.10

Dicentra Spectabilis

NAME UNISEX TOILETS ACCESSIBLE TOILET AMBULANT TOILET WC WC SERVICES & WASTE MANAGMENT AREA CLEANER'S ROOM UNDERCROFT FUTURE TENANCY

str_cons@outlook.com

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus

TITLE BOUNDARY

RAMP ABOVE

LPOD 1

L

L

L

C O

C O

C O

2B

2B

L C O

2B

2B

1 3600

COLUMN WITH ADJOINING SEAT REFER A07.5

TRENCH DRAIN AS SPECIFIED

FUTURE TENANCY

2 3600

SW L

UNDERCROFT

FHR

R 510

280

DP

SE

1390

G.01

L

2A

G.04

C O

D G.6

R VI

C ES

700 1410

WT-2

D G.2

G.05 1655

G.02

D G.1

WT-1

G.03

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

qua_cons@outlook.com

570

L

COS 245

264° 00' 00" 22.14 m

CONCRETE UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE, INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING; AS NO. 1480 SAA CONCRETE STRUCTURES CODE AS NO. 1509 SAA FORMWORK CODE AS NO. 1510 CONTROL OF CONCRETE SURFACES FORMWORK AS NO. 1379 READY MIXED CONCRETE AS NO. 1302 REINFORCING BARS FOR CONCRETE TIMBER COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED CODES AND STANDARDS, INCLUSIVE BUT NOT LIMITED TO THE FOLLOWING; AS NO 1720.4 TIMBER STRUCTURES PLUMBING UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL RELEVANT STANDARDS, CODES OF PRACTICE, AND LOCAL AUTHORITY BY-LAWS. MECHANICAL SUPPLY AND INSTALL MECHANICAL VENTILATION WHERE SHOWN TO COMPLY WITH AS 1668.

ALL MECHANICAL EXHAUSTS SHALL BE FITTED WITH SELF CLOSING LOUVRED REGISTERS WHERE EXITING THE BUILDING. WET AREAS WATERPROOF WET AREAS TO COMPLY WITH AS 3740-2004 AND BCA PART 3.8.1.

SANITARY SEWAGE SUPPLY AND INSTALL SANITARY SEWAGE TO COMPLY WITH AS 1260 & AS 3500.

GENERAL NOTES ARTIFICIAL LIGHTING SHALL COMPLY WITH AS 1680-1998 ALL SERVICE RISERS DISCHARGING AT ROOF LEVEL TO BE EITHER FITTED WITH FIRE RATED LIDS OR HAVE THE FIRE RATED RISER EXTEND ABOVE THE NON COMBUSTABLE ROOF COVERING. ALL CONSTRUCTION JOINTS BETWEEN ELEMENTS REQUIRING FRL (I.E PRECAST PANELS) MUST BE PROTECTED TO ACHIEVE THE SAME FRL AS THE FIRE RATED ELEMENT. ALL SERVICES PENETRATIONS THROUGH FIRE / SMOKE RATED ELEMENTS SHALL BE APPROPRIATELY FIRE / SMOKE SEALED. MAINTAIN ALL EXISTING TREES. MAKE GOOD TO EXISTING FOOTPATH & ADJACENT STREET WINDOW & DOOR NOTES: REFER A.XXX WINDOW SCHEDULE FOR FULL DESCRIPTION OF WINDOWS REFER A.XX DOOR SCHEDULE FOR FULL DESCRIPTION OF DOORS WALL TYPE NOTES: REFER TO A.XXX WALL TYPES FOR FULL DESCRIPTION AND WALL SYSTEMS

NO

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

NORTH

2B

D G.4

4 FYTOARBOR GARDEN BED SYSTEM ABOVE

C O

2B L C O

1550

2B L C O

QUANTITY SURVEYOR Iris Reticulata

ser_cons@outlook.com

5

TO U T

PO

IN T

G.08

D G.3

A06.1

G.07

WT-4 D G.5

3 3600

BALCONY ABOVE

WT-3

C O

C O

L C O

WT-5

2B

D G.7

L

2B

2A

1425

3600

STRETCHER LIFT AS SPECIFIED

D

WATER TANK BELOW AS SPECIFIED

C O

L

2A

BEAMS ABOVE REFER STRUCTURAL ENGINEERS DRAWINGS

ADJACENT GREEN SPACE

ph: 923 435 678

NOTES

A05

MONOLITHIC STEEL TROWEL FINISH RL 34.500

FIRE SAFETY ENGINEER Zanzibar Gem

SE

TI

1

2

3

4

5

6

7

8 9

10

11

12

13

14

15

16

17

18

60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE @ 150MM SPACINGS

1 A05

19

20

21

22

23

GALVANISED STEEL STAIRCASE REFER STAIR PLANS & DETAILS

A06

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SBD

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

DRAWING

GROUND FLOOR PLAN

VICTORIA STREET

SCALE

1 : 100 COS 270

3600

A

3600

B

3600

C

3600

D

3600

E

DRAWING No.

3600

F

G

A03.1

@ A1

CHK

EXISTING ADJACENT BUILDING #15

PAVED PATH BELOW REFER LANDSCAPE DRAWINGS

174° 00' 00" 37.70 m

354° 00' 00" 37.70 m

84° 00' 00" 22.14 m

WALL SCHEDULE TW WT-1 WT-2

LYGON ST.

WT-4 1:15 FALL

TITLE BOUNDARY

ADJACENT DEVELOPEMENT

LEVEL 1 ACCESS TO ADJACENT BUILDING

WT-3

TIMBER RAMP

WT-5

LEVEL 1 ROOM SCHEDULE

PERFORATED STEEL FACADE REFER ENGINEERS DRAWINGS & DETAILS

ALUMINIUM WINDOWS AS SPECIFIED REFER WINDOW & DOOR SCHEDULE

CLT BALCONY FACADE REFER SPECIFICATIONS & DETAILS

1

BALCONY ABOVE

BALCONY

1

3375 115

3600

3385 105

1 C O L

3600

115 115

4 3600

115

1 C O L

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

NUMBER 1.01 1.02 1.03 1.04 1.05 1.06 1.07

NAME UNISEX TOILETS ACCESSIBLE TOILET AMBULANT TOILET WC WC KITCHENETTE STUDY AREA

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

CONCRETE UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE, INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING; AS NO. 1480 SAA CONCRETE STRUCTURES CODE AS NO. 1509 SAA FORMWORK CODE AS NO. 1510 CONTROL OF CONCRETE SURFACES FORMWORK AS NO. 1379 READY MIXED CONCRETE AS NO. 1302 REINFORCING BARS FOR CONCRETE TIMBER COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED CODES AND STANDARDS, INCLUSIVE BUT NOT LIMITED TO THE FOLLOWING; AS NO 1720.4 TIMBER STRUCTURES PLUMBING UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL RELEVANT STANDARDS, CODES OF PRACTICE, AND LOCAL AUTHORITY BY-LAWS. MECHANICAL SUPPLY AND INSTALL MECHANICAL VENTILATION WHERE SHOWN TO COMPLY WITH AS 1668.

ALL MECHANICAL EXHAUSTS SHALL BE FITTED WITH SELF CLOSING LOUVRED REGISTERS WHERE EXITING THE BUILDING. WET AREAS WATERPROOF WET AREAS TO COMPLY WITH AS 3740-2004 AND BCA PART 3.8.1.

SANITARY SEWAGE SUPPLY AND INSTALL SANITARY SEWAGE TO COMPLY WITH AS 1260 & AS 3500.

GENERAL NOTES ARTIFICIAL LIGHTING SHALL COMPLY WITH AS 1680-1998 ALL SERVICE RISERS DISCHARGING AT ROOF LEVEL TO BE EITHER FITTED WITH FIRE RATED LIDS OR HAVE THE FIRE RATED RISER EXTEND ABOVE THE NON COMBUSTABLE ROOF COVERING. ALL CONSTRUCTION JOINTS BETWEEN ELEMENTS REQUIRING FRL (I.E PRECAST PANELS) MUST BE PROTECTED TO ACHIEVE THE SAME FRL AS THE FIRE RATED ELEMENT. ALL SERVICES PENETRATIONS THROUGH FIRE / SMOKE RATED ELEMENTS SHALL BE APPROPRIATELY FIRE / SMOKE SEALED. MAINTAIN ALL EXISTING TREES. MAKE GOOD TO EXISTING FOOTPATH & ADJACENT STREET WINDOW & DOOR NOTES: REFER A.XXX WINDOW SCHEDULE FOR FULL DESCRIPTION OF WINDOWS REFER A.XX DOOR SCHEDULE FOR FULL DESCRIPTION OF DOORS WALL TYPE NOTES: REFER TO A.XXX WALL TYPES FOR FULL DESCRIPTION AND WALL SYSTEMS

NO

her_cons@outlook.com

DESCRIPTION

DATE

5

1 A07.3

2 3 4

5

6

7

8

9

19

10

20

27 26 25 24 23 22 21

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

11 12 13 14 15 16 17 18

1 A05

A06

DRAWING

60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE @ 150MM SPACINGS

LEVEL 1 FLOOR PLAN

GALVANISED STEEL STAIRCASE REFER STAIR PLAN AND DETAILS

VICTORIA STREET

SCALE

3375

115

115

3600

A

3375

115 115

3600

B

DRN

28

1

A07.3

115

ISS

1 C O L

115

264° 00' 00" 22.14 m

D 1.16

1

D 1.17

C O L

D 1.18

S3786242

NORTH

135

FHR

3375

C ES R VI 1

1 C O L

D 1.3

D 1.5

FYTOARBOR GARDEN BED SYSTEM ABOVE

WT-1

C O L

1 C O L

D 1.1

WT-4

D 1.6

1530

1 C O L

1600

D 1.19

A06.1

SE

1390

1380

L C O

D 1.2

3

D 1.15

WT-2

2B

C O L STAINED TIMBER BOARDS FLOORING DETAIL

DP

3375

R 510

730

280

1

1:15 FALL

FLOOR MOUNTED STOOLS AS SPECIFIED

WT-3

1370

L C O

STRETCHER LIFT AS SPECIFIED

1450

435

L C O

2B

2B

C O L

1

2230

WT-5

D 1.20

2

115

C O

L C O

D 1.14

D 1.21

ADJACENT GREEN SPACE BELOW

3600

1 C O L

BEAMS ABOVE REFER STRUCTURAL ENGINEERS DRAWINGS

L

2B

RL 39.500

1

1 A07

C O L

1

TIMBER FLOOR BOARDS

2B

STUDY AREA

1

115

1

1

D 1.11

C O L

1 C O L

1 C O L

1 C O L

D 1.10

D 1.13

D 1.22

C O L

D 1.09

C O L

C O L

1

D 1.12 D 1.08

MIGUEL RAMOS

NOTES

A05

D 1.07

S3750147

Dicentra Spectabilis

REFER LANDSCAPE DRAWINGS

GALVANISED STEEL BALUSTRADE AS SPECIFIED

DESCRIPTION EXTERNAL WALL - 180mm THICK, FINISHES CLT PANEL & TILES AS SPECIFIED INTERIOR WALL - 130mm STUD WALL, FINISHES - CLT PANELS & TILES AS SPECIFIED ELEVATOR & SERVICES SHAFT - 220mm, FINISHES - CLT PANELS AS SPECIFIED INTERIOR WALL - 100mm STUD WALL, FINISHES - TILES AS SPECIFIED INTERIOR WALL - 130mm STUD WALL, FINISHES - CLT PANELS AS SPECIFIED

SOUL DE BOERS

3375

115 115

3600

C

3375

110

3600

D

3490

115 115

3600

E

3375

115

115

DRAWING No.

3600

F

1 : 100

G

A03.2

@ A1

CHK

PAVED PATH BELOW

174° 00' 00" 37.70 m

354° 00' 00" 37.70 m

84° 00' 00" 22.14 m

WALL SCHEDULE TW WT-1 WT-2 WT-3

LYGON ST.

WT-4

ADJACENT DEVELOPEMENT

WT-5

DESCRIPTION EXTERNAL WALL - 180mm THICK, FINISHES CLT PANEL & TILES AS SPECIFIED INTERIOR WALL - 130mm STUD WALL, FINISHES - CLT PANELS & TILES AS SPECIFIED ELEVATOR & SERVICES SHAFT - 220mm, FINISHES - CLT PANELS AS SPECIFIED INTERIOR WALL - 100mm STUD WALL, FINISHES - TILES AS SPECIFIED INTERIOR WALL - 130mm STUD WALL, FINISHES - CLT PANELS AS SPECIFIED

CLT BALCONY FACADE REFER SPECIFICATIONS & DETAILS

1

D 2.12

1

D 2.11

C O L

D 2.10

1 C O L

3375 3600

C O L

1

115

115

1

BEAMS ABOVE REFER STRUCTURAL ENGINEERS DRAWINGS

ADAPTABLE STUDY SPACE

3385 3600 115

3

3375 3600

C ES

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

TYPICAL ROOM SCHEDULE

Deutzia Gracilis Nivalis

ser_cons@outlook.com

NUMBER 2.01 2.02 2.03 2.04 2.05 2.06 2.07

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678

NAME UNISEX TOILETS ACCESSIBLE TOILET AMBULANT TOILET WC WC KITCHENETTE ADAPTABLE STUDY SPACE

was_cons@outlook.com

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

115 135

115

CONCRETE UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE, INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING; AS NO. 1480 SAA CONCRETE STRUCTURES CODE AS NO. 1509 SAA FORMWORK CODE AS NO. 1510 CONTROL OF CONCRETE SURFACES FORMWORK AS NO. 1379 READY MIXED CONCRETE AS NO. 1302 REINFORCING BARS FOR CONCRETE TIMBER COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED CODES AND STANDARDS, INCLUSIVE BUT NOT LIMITED TO THE FOLLOWING; AS NO 1720.4 TIMBER STRUCTURES PLUMBING UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL RELEVANT STANDARDS, CODES OF PRACTICE, AND LOCAL AUTHORITY BY-LAWS. MECHANICAL SUPPLY AND INSTALL MECHANICAL VENTILATION WHERE SHOWN TO COMPLY WITH AS 1668.

ALL MECHANICAL EXHAUSTS SHALL BE FITTED WITH SELF CLOSING LOUVRED REGISTERS WHERE EXITING THE BUILDING. WET AREAS WATERPROOF WET AREAS TO COMPLY WITH AS 3740-2004 AND BCA PART 3.8.1.

SANITARY SEWAGE SUPPLY AND INSTALL SANITARY SEWAGE TO COMPLY WITH AS 1260 & AS 3500.

GENERAL NOTES ARTIFICIAL LIGHTING SHALL COMPLY WITH AS 1680-1998 ALL SERVICE RISERS DISCHARGING AT ROOF LEVEL TO BE EITHER FITTED WITH FIRE RATED LIDS OR HAVE THE FIRE RATED RISER EXTEND ABOVE THE NON COMBUSTABLE ROOF COVERING. ALL CONSTRUCTION JOINTS BETWEEN ELEMENTS REQUIRING FRL (I.E PRECAST PANELS) MUST BE PROTECTED TO ACHIEVE THE SAME FRL AS THE FIRE RATED ELEMENT. ALL SERVICES PENETRATIONS THROUGH FIRE / SMOKE RATED ELEMENTS SHALL BE APPROPRIATELY FIRE / SMOKE SEALED. MAINTAIN ALL EXISTING TREES. MAKE GOOD TO EXISTING FOOTPATH & ADJACENT STREET WINDOW & DOOR NOTES: REFER A.XXX WINDOW SCHEDULE FOR FULL DESCRIPTION OF WINDOWS REFER A.XX DOOR SCHEDULE FOR FULL DESCRIPTION OF DOORS WALL TYPE NOTES: REFER TO A.XXX WALL TYPES FOR FULL DESCRIPTION AND WALL SYSTEMS

NO

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

NORTH 115

C O L

1

435

D 2.04

1370 C O L 1

D 2.03

FYTOARBOR GARDEN BED SYSTEM ABOVE

4

3375 3600

1 C O L WT-1

264° 00' 00" 22.14 m

5

23

1

1

2

R VI SE

1 C O L 1530 C O L 1

1

D 2.18

D 2.05

D 2.20

1

D 2.01

1600

C O L

1 C O L

1390

1

D 2.19

A06.1

WT-2

D 2.02

PANEL BANKS REFER SCHEDULE & DETAILS

D 2.21

C O L

R 510

280

PANEL RAIL SYSTEM AS SPECIFIED REFER DETAILS

C O L

ADJACENT GREEN SPACE BELOW

1

WT-3

WT-5

C O L

C O L

RL 44.500

105

2230 1450

1

1

TIMBER FLOOR BOARDS

C O L

D 2.14

STRETCHER LIFT AS SPECIFIED

1

BALCONY BELOW

D 2.13

C O L

115

C O L

C O L

C O L

1

1

1 C O L

1

1 C O L

C O L

D 2.09

D 2.24

D 2.22

S3786242

NOTES

BALCONY

D 2.23

MIGUEL RAMOS

CIVIL ENGINEER

1 A05

D 2.08

S3750147

Dicentra Spectabilis

TIMBER RAMP BELOW

D 2.07

SOUL DE BOERS

1

A07.3

A07.3

22 21 20

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

2 3 4 5 6 19

PROJECT

18 17 7

16 8

9

10

11 12

13

14

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

15

1 A05

PERFORATED STEEL FACADE REFER ENGINEERS DRAWINGS & DETAILS

A06

DRAWING

60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE @ 150MM SPACINGS

TYPICAL FLOOR PLAN

GALVANISED STEEL STAIRCASE REFER STAIR PLAN AND DETAILS

VICTORIA STREET

SCALE 115

115

3375

115 115

3600

A

3375

115 115

3600

B

3375

115 115

3600

C

3150

3825

3600

D

115 115

3600

E

3375

115 115

3600

F

1 : 100 DRAWING No.

G

A03.3

@ A1

CHK

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

WALL SCHEDULE TW WT-1

PAVED PATH BELOW REFER LANDSCAPE DRAWINGS

WT-2 WT-3 WT-4

LYGON ST.

WT-5

ADJACENT DEVELOPEMENT

DESCRIPTION EXTERNAL WALL - 180mm THICK, FINISHES CLT PANEL & TILES AS SPECIFIED INTERIOR WALL - 130mm STUD WALL, FINISHES - CLT PANELS & TILES AS SPECIFIED ELEVATOR & SERVICES SHAFT - 220mm, FINISHES - CLT PANELS AS SPECIFIED INTERIOR WALL - 100mm STUD WALL, FINISHES - TILES AS SPECIFIED INTERIOR WALL - 130mm STUD WALL, FINISHES - CLT PANELS AS SPECIFIED

ROOF TOP ROOM SCHEDULE NUMBER R.01 R.02 R.03 R.04 R.05 R.06 R.07 R.08

TIMBER RAMP BELOW REFER LANDSCAPE DRAWINGS

NAME UNISEX TOILETS ACCESSIBLE TOILET WC WC WC ROOF TOP SERVICES ACCESS GARDEN SPACE BALCONY SPACE

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

Dicentra Spectabilis CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus

1

1 BALCONY BELOW 3600

BALCONY BELOW

2 3600

STRETCHER LIFT AS SPECIFIED

2230

GARDEN SPACE

1450

O VE

TIMBER BOARDS & LANDSCAPING

WT-5

3

WT-3

R 510

ABOVE GROUND PLANTER BOX 280

SE

1390

R VI

C ES

730

A06.1

3600

AW

N IN G

AB

RL 56.500

WT-2

D R.2 1600

D R.4

D R.3 135 435

D R.5

1530

WT-1

WT-4

FHR

3600

ABOVE GROUND PLANTER BOX

4

D R.1

1370

1380

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

NOTES

A05

ADJACENT GREEN SPACE BELOW

FIRE SAFETY ENGINEER Zanzibar Gem

CONCRETE UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE, INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING; AS NO. 1480 SAA CONCRETE STRUCTURES CODE AS NO. 1509 SAA FORMWORK CODE AS NO. 1510 CONTROL OF CONCRETE SURFACES FORMWORK AS NO. 1379 READY MIXED CONCRETE AS NO. 1302 REINFORCING BARS FOR CONCRETE TIMBER COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED CODES AND STANDARDS, INCLUSIVE BUT NOT LIMITED TO THE FOLLOWING; AS NO 1720.4 TIMBER STRUCTURES PLUMBING UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL RELEVANT STANDARDS, CODES OF PRACTICE, AND LOCAL AUTHORITY BY-LAWS. MECHANICAL SUPPLY AND INSTALL MECHANICAL VENTILATION WHERE SHOWN TO COMPLY WITH AS 1668.

ALL MECHANICAL EXHAUSTS SHALL BE FITTED WITH SELF CLOSING LOUVRED REGISTERS WHERE EXITING THE BUILDING. WET AREAS WATERPROOF WET AREAS TO COMPLY WITH AS 3740-2004 AND BCA PART 3.8.1.

SANITARY SEWAGE SUPPLY AND INSTALL SANITARY SEWAGE TO COMPLY WITH AS 1260 & AS 3500.

GENERAL NOTES ARTIFICIAL LIGHTING SHALL COMPLY WITH AS 1680-1998 ALL SERVICE RISERS DISCHARGING AT ROOF LEVEL TO BE EITHER FITTED WITH FIRE RATED LIDS OR HAVE THE FIRE RATED RISER EXTEND ABOVE THE NON COMBUSTABLE ROOF COVERING. ALL CONSTRUCTION JOINTS BETWEEN ELEMENTS REQUIRING FRL (I.E PRECAST PANELS) MUST BE PROTECTED TO ACHIEVE THE SAME FRL AS THE FIRE RATED ELEMENT. ALL SERVICES PENETRATIONS THROUGH FIRE / SMOKE RATED ELEMENTS SHALL BE APPROPRIATELY FIRE / SMOKE SEALED. MAINTAIN ALL EXISTING TREES. MAKE GOOD TO EXISTING FOOTPATH & ADJACENT STREET WINDOW & DOOR NOTES: REFER A.XXX WINDOW SCHEDULE FOR FULL DESCRIPTION OF WINDOWS REFER A.XX DOOR SCHEDULE FOR FULL DESCRIPTION OF DOORS WALL TYPE NOTES: REFER TO A.XXX WALL TYPES FOR FULL DESCRIPTION AND WALL SYSTEMS

NO

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

NORTH

5

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING 1 A05

A06

DRAWING

ROOF PLAN

STAIRCASE ENCLOSURE BELOW

60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE @ 150MM SPACINGS

VICTORIA STREET

SCALE

1 : 100 3600

A

3600

B

3600

C

3600

D

3600

E

3600

F

DRAWING No.

G

A03.4

@ A1

CHK

PRODUCTS AND FINISHES - SCULPTFORM SUSPENDED BATTEN SYSTEM AS PER MANUFACTURERS SPECIFICATIONS W/ OILED FINISH AS SCHEDULED

BATT-01

LEGEND

A

B

C

3600

D

3600

E

3600

F

3600

G

3600

3600

1 A05

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

- EMERGENCY LIGHT

RL - REDUCED LEVEL

DL

- DOWN LIGHT

EXIT

- EXIT SIGN

PL

- PENDANT LIGHT

s

- SMOKE ALARM

CONSULTANTS

- EXHAUST VENT

SPR

- FIRE SPRINKLER

URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

TO BE READ IN CONJUNCTION W/ STRUCTURAL ENGINEERS SPECIFICATIONS

LANDSCAPE ARCHITECT

Marsilea Drummondii

lan_cons@outlook.com

COL1A COL2A COL2B SFT

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678

-

COLUMN TYPE #1A COLUMN TYPE #2A COLUMN TYPE #2B SPACE FRAME TRUSS SYSTEM

ph: 923 435 678

str_cons@outlook.com

Dicentra Spectabilis

SPECIFIC NOTES

250

1800

1800

1800

1800

EQ

250

250

1800

250

1800

SPL

SPL

EQ

EQ

250

1800

EQ

250

250

1800

SPL

EQ

250

1800

1800

SPL

250

25mm 3 LAYER VIC ASH CROSS LAMINATED TIMBER SOFFIT W / MARINE FINISH TO EXTENDING BELCONY SPACES

1800

1800

SPL

SPL

EQ SPR SPL

CO L1 A

EXIT

TYPICAL MERBAU GUM GLUE LAMINATED TIMBER TYPE 2 SPACE FRAME TRUSS COMPONENT W/ OILED FINISH REFER TO A07.4 FOR PREFABRICATION DETAILS

CO L2 B

CO L2 A

650

1800

165

BATT-01 4720

3

SPR

SPR

650

SPR

32x60mm SCULPTFORM SUSPENDED BATTEN SYSTEM NW/ 15mm INTERVAL SPACING AS PER MANUFACTURERS SPECIFICATIONS W/ OILED FINISH AS SCHEDULED FIXED TO 12MM MARINE PLY SHEET SOFFIT

CO L1 A

DL

SPL

EQ

81 0

80 0 51 5

10 00 CO L1 A

CO L2 B

CO L1 A

CO L2 1800 B

EXIT

DL EV

CO L2 B

650

SPL

0 75

SPL

0 45

SPL

SPL

SPL

1

1

A07.3

A07.3

1 A05

A

EQ

65 0

EQ 1035

SPL

0 65

DL

EQ

SPL

EV DL

B

1

GROUND FLOOR CEILING PLAN

A04

1 : 100

C

D

E

F

4

EV

SPL

81 0

DL

UNISEX TOILETSSPL BATT-01 3000 50 11

s

SPL CO L1 A

CO L1 A

PL DL

1800

0 27

PL

SPR

5 36

1510

SPL

CO L2 B

SPR

SPL

25 5 80 0

SPL CO L2 A

SPL

0 99

CO L1 1800 A

SPL s

0 90

650 650

1:15 FALL

3600

SPL

UNDERCROFT

0 24

3600

SPL

2

680

5 41

5

SPL

1

225x215mm FYTO PLANTING MODULE INSTALLED TO MANUFACTURERS SPECIFICATIONS

SMOKE DETECTORS TO BE IN ACCORDANCE WITH AS 3786

SPR

SPR SPL

CO L2 1800 B

3600

3

4

CO L2 A

CO L1 A

SPL

3-90x90mm VIC ASH CROSS LAMINATED TIMBER SUBSTRUCTURE MEMBER WITH DOWEL ROD FIXING @900 CTRS PER GRID SPACE WITH 2/15x90mm NOTCH @ EACH MODULE FACE

EQ

s

s

650

1800

2

CO L1 1800 A

650 650

3600

EQ

1800

250 CO L2 B

CO L2 B

650

1

250

EQ

EQ

250

EQ

CO L2 B

EQ

CO L1 A

EQ

CO L2 B

EQ

CO L1 A

EQ

CO L1 A

EQ

G

90mm TIMBER STUD FRAMED WALL MW/ 10mm TILED FINISH AS SCHEDULED AND TO ADHERE TO AS/NZS 4600 50x150mm MERBAU GUM GLUE LAMINATED TIMBER BEAM NOTCHED TO TIMBER SUBSTRUCTURE NW/ OILED FINISH AS SCHEDULED

5

- BUILDER NOTE: LIGHT LOCATIONS ARE INDICATIVE AND MUST INSTALLION MUST REFER TO CUSTOM LIGHTING FOR THE FINAL SELECTION OF LIGHTING FITTINGS - EXACT LOCATION OF ALL POINTS (IE: LIGHT SWITCHES, GPOS, LIGHT FITTINGS, ETC.) TO BE CONFIRMED BY THE ELECTRICAL ENGINEER - REFER TO MECHANICAL CONTRACTORS DOCUMENTS FOR BATHROOMS, WASH SPACE AND KITCHEN EXHAUST LOCATIONS AND TYPE - PROVIDE 500mm CLEARANCE FROM DOOR SWING FOR ALL SWITCH PLATE LOCATIONS AS PER THE RELEVENT CONTRACTORS SPECIFICATIONS - GPO AND SWITCH PLATES TO BE WALL MOUNTED - NO ARCHITRAVE SWITCHES TO BE USED UNLESS APPROVED BY DESIGNER - PROVIDE SURGE DIVERTOR AND SAFETY SWITCHES TO SWITCHBOARD - WALL SWITCHES TO BE MOUNTED @ 1000mm ABOVE FLOOR LEVEL - NO PART OF THE BUILDING SHALL PROJECT BEYOND THE BOUNDARY LINE, - MOKE DETECTORS SHALL BE A BRK 86 RAI 240V SELFCONTAINED SMOKE ALARM OR THE EQUIVALENT TO BE CONNECTED TO THE CONSUMER POWER MAINS IN ACCORDANCE WITH AS 3786; - STEEL STRUCTURE TO COMPLY WITH AS/NZS 5131

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

NO

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

GENERAL NOTES - THE DOOR TO A FULLY ENCLOSED SANITARY COMPARTMENT SHALL OPEN OUTWARDS, SLIDE OR BE READILY REMOVABLE FROM THE OUTSIDE OF THE COMPARTMENT, IE; REMOVABLE HINGES; (REFER BCA) - SMOKE DETECTORS SHALL BE A BRK 86 RAI 240V SELFCONTAINED SMOKE ALARM OR THE EQUIVALENT TO BE CONNECTED TO THE CONSUMER POWER MAINS IN ACCORDANCE WITH AS 3786; - REFER TO THE STRUCTURAL ENGINEERS DRAWINGS FOR ALL SPECIFICATIONS, SIZES AND MATERIALS REFERRING TO ALL LIVE LOADS. - REFER TO THE STRUCTURAL ENGINEERS DRAWINGS FOR SITE PLUMBING AND DRAINAGE RELATED SPECIFICATIONS, SIZES, MATERIALS, DIMENSIONS AND FURTHER DETAILS. - REFER TO THE STRUCTURAL ENGINEERS DRAWINGS FOR ALL SPECIFICATIONS, SIZES AND MATERIALS REFERRING TO ALL STEELWORK. - ALL GLAZING SHALL BE IN ACCORDANCE WITH AS 1288-2006 WHEREIN, GLAZING WITHIN 500mm OF THE FLOOR LEVEL SHALL BE 5mm TOUGHENED, GLAZED DOORS AND ASSOCIATED SIDE PANELS SHALL BE 5.38mm LAMINATED SAFETY GLASS AND BATHROOM WINDOWS

NORTH

DATE

DRAWN BY

CHECKED BY

6/11/2020

Author

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

DRAWING

GROUND FLOOR REFLECTED CEILING PLAN SCALE

As indicated DRAWING No.

A04

@ A1

CHK

RHS RAILING SYSTEM FACADE FRAMING REFER TO FACADE ENGINEER FOR DETAILS

3600

3 3600

2 3600

1 3600

4735 OUTER FACADE SPAN

BOUNDARY LINE

4465 OUTER FACADE SPAN

4

1 A05.1

TOP OF FACADE 2 RL 63.18

BOUNDARY LINE

5

2690

CELLULAR PATTERN CUTOUT REFER TO FACADE ENGINEER FOR PATTERN DESIGN WITH 2.5mm STEEL PERFORATED MESH

RL 46.96

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

1845 885

ph: 923 435 678

STRUCTURAL ENGINEER

ph: 923 435 678

1255 1535

W 4.39

ADAPTABLE STUDY SPACE D 4.16

D 4.19

D 4.20

D 4.21

D 4.22

D 4.08

W 3.34

W 3.37

W 3.38

W 3.39

W 3.40

W 3.26

ADAPTABLE STUDY SPACE D 3.17

W 2.35

D 3.20

W 2.38

D 3.21

W 2.39

D 3.22

W 2.40

D 3.23

W 2.41

D 3.09

W 2.27

PROPOSED GREEN SPACE ADAPTABLE STUDY SPACE

2465

1210

W 4.38

780 470

W 4.37

1535

W 4.36

2240 EXT. BALCONY

W 4.33

W 4.25

D 2.18

D 2.21

D 2.22

D 2.23

D 2.24

D 2.09

str_cons@outlook.com

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus

2350

1535

COLUMN LEVEL 2

URBAN PLANNER

bui_cons@outlook.com

LEVEL 2 RL 44.50

CONSULTANTS

Magnolia Stolata

PROPOSED LANEWAY

1535

LEVEL 3

COLUMN LEVEL 3

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

ph: 923 435 678

1790

2465

RL 50.96

RL 48.50

S3601052

BUILDING SURVEYOR

1095 445 675

COLUMN LEVEL 4

LUCAS NUGENT

lan_cons@outlook.com

2465

RL 52.50

1535

LEVEL 4

GARDEN SPACE

1060

V I C TO R I A S T R E E T

2465

RL 54.96

6230 STAIR CASE ENCLOSURE

2140 1535

COLUMN LEVEL 5

S3786242

Dicentra Spectabilis

ROOF TOP RL 56.50

MIGUEL RAMOS

Marsilea Drummondii

TOP OF FACADE 1 RL 58.64

S3750147

LANDSCAPE ARCHITECT

4535

2 A05.1

SOUL DE BOERS

FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

REFER TO A07.2 FOR STAIRS AND STAIR CASE DETAIL

D 1.17

STUDY AREA D 1.22

D 1.09

2020

3465

RL 42.96

COLUMN LEVEL 1

DATE

ISS

DRN

CHAIN WIRE MESH WITH PLANTERS

160

RL 39.50

DESCRIPTION

1535

LEVEL 1

NO

GALVANISED STEEL RAILING BALUSTRADE

3465

1605

RL 37.96

1695

UNDERCROFT

.GROUND FLOOR

RL 34.50

TIMBER TRUSS REFER TO TRUSS MANUFACTURER

GROUND FLOOR COLUMN WITH SEATING ATTACHMENT REFER TO A07.5

500x750mm CONCRETE PAD FOOTINGS REFER TO STRUCTURAL ENGINEER FOR DETAILS

F17 TIMBER HARDWOOD BATTENS WITH MARINE SPAR VARNISH FINISH

CONCRETE STUMPS REFER TO STRUCTURAL ENGINEER NORTH

BOUNDARY LINE

100mm THICK CONCRETE SLAB REFER TO STRUCTURAL ENGINEER FOR DETAILS

BOUNDARY LINE

60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE @ 150MM SPACINGS

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

PROJECT

1 A03

SECTION A-A

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

SCALE 1 : 100

GENERAL NOTES ARTIFICIAL LIGHTING SHALL COMPLY WITH AS 1680-1998 ALL SERVICE RISERS DISCHARGING AT ROOF LEVEL TO BE EITHER FITTED WITH FIRE RATED LIDS OR HAVE THE FIRE RATED RISER EXTEND ABOVE THE NON COMBUSTABLE ROOF COVERING. ALL CONSTRUCTION JOINTS BETWEEN ELEMENTS REQUIRING FRL (I.E PRECAST PANELS) MUST BE PROTECTED TO ACHIEVE THE SAME FRL AS THE FIRE RATED ELEMENT. ALL SERVICES PENETRATIONS THROUGH FIRE / SMOKE RATED ELEMENTS SHALL BE APPROPRIATELY FIRE / SMOKE SEALED.

CONCRETE UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE, INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING; AS NO. 1480 SAA CONCRETE STRUCTURES CODE AS NO. 1509 SAA FORMWORK CODE AS NO. 1510 CONTROL OF CONCRETE SURFACES FORMWORK AS NO. 1379 READY MIXED CONCRETE AS NO. 1302 REINFORCING BARS FOR CONCRETE TIMBER COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED CODES AND STANDARDS, INCLUSIVE BUT NOT LIMITED TO THE FOLLOWING; AS NO 1720.4 TIMBER STRUCTURES PLUMBING UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL RELEVANT STANDARDS, CODES OF PRACTICE, AND LOCAL AUTHORITY BY-LAWS. MECHANICAL SUPPLY AND INSTALL MECHANICAL VENTILATION WHERE SHOWN TO COMPLY WITH AS 1668.

ALL MECHANICAL EXHAUSTS SHALL BE FITTED WITH SELF CLOSING LOUVRED REGISTERS WHERE EXITING THE BUILDING.

WET AREAS WATERPROOF WET AREAS TO COMPLY WITH AS 3740-2004 AND BCA PART 3.8.1.

SANITARY SEWAGE SUPPLY AND INSTALL SANITARY SEWAGE TO COMPLY WITH AS 1260 & AS 3500.

WINDOW & DOOR NOTES: REFER A.XXX WINDOW SCHEDULE FOR FULL DESCRIPTION OF WINDOWS REFER A.XX DOOR SCHEDULE FOR FULL DESCRIPTION OF DOORS WALL TYPE NOTES: REFER TO A.XXX WALL TYPES FOR FULL DESCRIPTION AND WALL SYSTEMS

LEGEND CLT D W

DRAWING CROSS LAMINATED TIMBER DOORS WINDOWS

SECTION A-A

SCALE

1 : 100 DRAWING No.

A05

@ A1

CHK

5 BOUNDARY LINE

1

TOP OF FACADE 2

1200 BALCONY

RL 63.18

4535

2690

RHS RAILING SYSTEM FACADE FRAMING REFER TO FACADE ENGINEER FOR DETAILS

1845

2.5MM PERFORATED GALVANISED STEEL MESH FACADE WITH CELLULAR PATTERN CUTOUT REFER TO FACADE ENGINEER FOR DETAILS

1200 BALCONY

TOP OF FACADE 1

1255

2140

885

RL 58.64

ROOF TOP

W 4.36

CUSTOM AWS AUSTRALIA COMMERCIAL SERIES 456 AWNING WINDOW SYSTEM W/ POWDER COAT FINISH AS SCHEDULED

W 4.25

D 4.19

470

2465

D 4.16

D 4.22

2500 DOOR

RL 54.96

1210

150

COLUMN LEVEL 5

W 4.39

1535

W 4.33

990 WINDOW

1535

RL 56.50

780

D 4.08

1535

RL 52.50 W 3.34

W 3.40

W 3.37

1535

20

LEVEL 4

W 3.26

COLUMN LEVEL 4 1 A07.2 2465

D 3.17

D 3.23

D 3.20

1790

RL 50.96

20

675

D 3.09

W 2.38

W 2.27

W 2.41

02 A07.1

1095

W 2.35

990

1535

RL 48.50

445

340

LEVEL 3

150

COLUMN LEVEL 3 RL 46.96

CUSTOM PREFABRICATED CLT TIMBER BOARD SPOTTED GUM FINISH BALCONY REFER TO FACADE ENGINEER D 2.21

2465

D 2.24

2500

2465

D 2.18

CUSTOM AWS AUSTRALIA COMMERCIAL EXTERNAL 3 RUN STAKING SLIDING DOOR SYSTEM W/ POWDER COAT FINISH TO MATCH WINDOW SYSTEM

D 2.09

LEVEL 2 RL 44.50 W 1.33

W 1.39

W 1.36

01 A07.1

W 1.25

2350

1535

1 A07.4

COLUMN LEVEL 2 RL 42.96 PREFABRICATED STAIR CASE ENCLOSURE REFER TO FACADE ENGINEER

D 1.22 D 1.17

D 1.09

2020

3465

GALVANISED CHS RAILING REFER TO STAIR MANUFACTURER

STUDY AREA REFER TO A07 FOR PLAN AND ELEVATION CUSTOM BUILT IN BENCH STOOL REFER TO MANUFACTURERS SPECIFICATIONS 930

CUSTOM 10mm THICK FORMED STEEL STRINGER REFER TO A07.4 FOR DETAIL

LEVEL 1 RL 39.50 1140

1535

SCULPTFORM EXPOSED SPOTTED GUM TIMBER BATTENS @ 15mm SPACING

GENERIC PREFABRICATED TIMBER TRUSS COMPONENT REFER TO A07.5

CLT HARDWOOD RAMP CONSTRUCTION REFER TO STRUCTURAL ENGINEER

EXISTING TREE TO BE PROTECTED

100

RL 37.96

120

COLUMN LEVEL 1

3465

TIMBER TRUSS REFER TO TRUSS MANUFACTURER FOR DETAILS

32x60 BATTEN - SCULPTFORM REFER TO MANUFACTER FOR INSTALLATION DETAILS

1695

PREFABRICATED GROUND FLOOR COLUMN REFER TO A07.6 FOR INSTRUCTIONAL DETAILS

EXISTING FOOTPATH TO BE PROTECTED

.GROUND FLOOR RL 34.50

BOUNDARY LINE

COBBLESTONE TILING REFER TO LANDSCAPE ARCHITECT FOR DETAIL

FACADE SECTION 01

2

A05.1

1 : 50

Canna Phasion

CIVIL ENGINEER

Dicentra Spectabilis

STRUCTURAL ENGINEER

Magnolia Stolata

BUILDING SURVEYOR

Marsilea Drummondii

LANDSCAPE ARCHITECT

Grevilea Victoria

URBAN PLANNER

ser_cons@outlook.com

ph: 923 435 678

civ_cons@outlook.com

ph: 923 435 678

str_cons@outlook.com

ph: 923 435 678

bui_cons@outlook.com

ph: 923 435 678

lan_cons@outlook.com

ph: 923 435 678

lea_cons@outlook.com

ph: 923 435 678

S3750147

SERVICES ENGINEER

ph: 923 435 678

SOUL DE BOERS

Deutzia Gracilis Nivalis

hyd_cons@outlook.com

S3786242

HYDRAULICS ENGINEER

ph: 923 435 678

MIGUEL RAMOS

Galanthus Nivalis

was_cons@outlook.com

S3601052

WASTE MANAGEMENT

LUCAS NUGENT

Hibiscus Syriacus

ser_cons@outlook.com

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

FIRE SAFETY ENGINEER Zanzibar Gem

qua_cons@outlook.com

CONSULTANTS

QUANTITY SURVEYOR Iris Reticulata

her_cons@outlook.com

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ph: 923 435 678

ESD CONSULTANT

esd_cons@outlook.com

ph: 923 435 678

Holly Hetz

ph: 923 435 678

CHK

arb_cons@outlook.com

DRN

ARBORIST

ISS

Lavandula Angustifolio

DATE

CHECKED BY

DESCRIPTION

DRAWN BY

AG & LM

NO

DATE

Author

NORTH

6/11/2020

PROJECT

@ A1

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

DRAWING

FACADE SECTION

SCALE

1 : 50

1 : 50

DRAWING No.

A05.1

A05.1

FACADE SECTION 02

1

A

B 3600

C 3600

D 3600

E 3600

F 3600

G 3600

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

2.5MM PERFORATED GALVANISED STEEL MESH FACADE WITH CELLULAR PATTERN CUTOUT REFER TO FACADE ENGINEER FOR DETAILS

BOUNDARY LINE

RHS RAILING SYSTEM FACADE FRAMING REFER TO FACADE ENGINEER FOR DETAILS

BOUNDARY LINE

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS

1535

ph: 923 435 678 str_cons@outlook.com

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678

RL 56.50 COLUMN LEVEL 5

RL 52.50 COLUMN LEVEL 4

2465

LEVEL 3 1535

STRUCTURAL ENGINEER

RL 58.64

RL 50.96

was_cons@outlook.com

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

RL 48.50 COLUMN LEVEL 3

2465

RL 46.96 NO

DESCRIPTION

DATE

ISS

DRN

LEVEL 2 1535

LYGON STREET

bui_cons@outlook.com

ph: 923 435 678

2465

2075 1160 375 180 2280 1535 685 3080 2185

Magnolia Stolata

SERVICES ENGINEER

2140 390

1535

1535

275

ph: 923 435 678

TOP OF FACADE 1

1845 990

1845 1510

RL 44.50 COLUMN LEVEL 2

LEVEL 1

3360

1535

825

1600 RAMP

1000 535

930

1510

3465

RL 42.96

RL 39.50 COLUMN LEVEL 1 RL 37.96

3465

630 1260 945 1520 1535 910 830 625 1635 670 1030

BUILDING SURVEYOR

civ_cons@outlook.com

RL 54.96

2165 1730

ORR STREET

lan_cons@outlook.com

GROUND FLOOR COLUMN REFER TO A07.5

305

.GROUND FLOOR

500Wx500Wx750D CONCRETE PAD FOOTING REFER TO STRUCTURAL ENGINEER

NORTH

60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE

BOUNDARY LINE

CLT PANEL TIMBER RAMP WITH TRUSS FRAMING REFER TO TRUSS MANUFACTURER

BOUNDARY LINE

CROSS LAMINATED TIMBER DOORS WINDOWS

Marsilea Drummondii

Canna Phasion

LEVEL 4

27935 345 1230 890

LEGEND CLT D W

ph: 923 435 678

ph: 923 435 678

ROOF TOP

32x60 BATTEN - SCULPTFORM REFER TO MANUFACTER FOR INSTALLATION DETAILS

CONCRETE UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE, INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING; AS NO. 1480 SAA CONCRETE STRUCTURES CODE AS NO. 1509 SAA FORMWORK CODE AS NO. 1510 CONTROL OF CONCRETE SURFACES FORMWORK AS NO. 1379 READY MIXED CONCRETE AS NO. 1302 REINFORCING BARS FOR CONCRETE TIMBER COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED CODES AND STANDARDS, INCLUSIVE BUT NOT LIMITED TO THE FOLLOWING; AS NO 1720.4 TIMBER STRUCTURES PLUMBING UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL RELEVANT STANDARDS, CODES OF PRACTICE, AND LOCAL AUTHORITY BY-LAWS. MECHANICAL SUPPLY AND INSTALL MECHANICAL VENTILATION WHERE SHOWN TO COMPLY WITH AS 1668.

ALL MECHANICAL EXHAUSTS SHALL BE FITTED WITH SELF CLOSING LOUVRED REGISTERS WHERE EXITING THE BUILDING.

lea_cons@outlook.com

CIVIL ENGINEER

RL 34.50

WET AREAS WATERPROOF WET AREAS TO COMPLY WITH AS 3740-2004 AND BCA PART 3.8.1.

SANITARY SEWAGE SUPPLY AND INSTALL SANITARY SEWAGE TO COMPLY WITH AS 1260 & AS 3500.

WINDOW & DOOR NOTES: REFER A.XXX WINDOW SCHEDULE FOR FULL DESCRIPTION OF WINDOWS REFER A.XX DOOR SCHEDULE FOR FULL DESCRIPTION OF DOORS WALL TYPE NOTES: REFER TO A.XXX WALL TYPES FOR FULL DESCRIPTION AND WALL SYSTEMS

Grevilea Victoria

Dicentra Spectabilis

4535

1505

2690

1185

RL 63.18

EXISTING TREE TO BE MAINTAINED

GENERAL NOTES ARTIFICIAL LIGHTING SHALL COMPLY WITH AS 1680-1998 ALL SERVICE RISERS DISCHARGING AT ROOF LEVEL TO BE EITHER FITTED WITH FIRE RATED LIDS OR HAVE THE FIRE RATED RISER EXTEND ABOVE THE NON COMBUSTABLE ROOF COVERING. ALL CONSTRUCTION JOINTS BETWEEN ELEMENTS REQUIRING FRL (I.E PRECAST PANELS) MUST BE PROTECTED TO ACHIEVE THE SAME FRL AS THE FIRE RATED ELEMENT. ALL SERVICES PENETRATIONS THROUGH FIRE / SMOKE RATED ELEMENTS SHALL BE APPROPRIATELY FIRE / SMOKE SEALED.

ph: 923 435 678

LANDSCAPE ARCHITECT

TOP OF FACADE 2

ADJACENT PROPOSED GREEN SPACE

URBAN PLANNER

DATE

DRAWN BY

CHECKED BY

6/11/2020

Author

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

DRAWING

SOUTH ELEVATION

SCALE

1 : 100 DRAWING No.

A06

@ A1

CHK

4 3600

2 3600

3600

GENERAL NOTES ARTIFICIAL LIGHTING SHALL COMPLY WITH AS 1680-1998 ALL SERVICE RISERS DISCHARGING AT ROOF LEVEL TO BE EITHER FITTED WITH FIRE RATED LIDS OR HAVE THE FIRE RATED RISER EXTEND ABOVE THE NON COMBUSTABLE ROOF COVERING. ALL CONSTRUCTION JOINTS BETWEEN ELEMENTS REQUIRING FRL (I.E PRECAST PANELS) MUST BE PROTECTED TO ACHIEVE THE SAME FRL AS THE FIRE RATED ELEMENT. ALL SERVICES PENETRATIONS THROUGH FIRE / SMOKE RATED ELEMENTS SHALL BE APPROPRIATELY FIRE / SMOKE SEALED.

4535

2690

RHS RAILING SYSTEM FACADE FRAMING REFER TO FACADE ENGINEER FOR DETAILS 2.5MM PERFORATED GALVANISED STEEL MESH FACADE

1845

CELLULAR PATTERN CUTOUR REFER TO FACADE ENGINEER FOR PATTERN DESIGN

TOP OF FACADE 1

2465

RL 50.96

RL 48.50 COLUMN LEVEL 3

1535

LEVEL 3

2175 600 935

PROPOSED GREEN SPACE

S3786242

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

LEGEND CLT D W

CROSS LAMINATED TIMBER DOORS WINDOWS

STAIRS NOTES NUMBER OF STEPS RISERS TREADS

11 217.4mm 370mm

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

NO

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

2300

2465

RL 46.96

2020

COLUMN LEVEL 4

2145

2465

RL 52.50

1535

LEVEL 4

290

V I C TO R I A S T R E E T

1535

1535

ROOF TOP

PROPOSED LANEWAY

1525

50MM THICK CLT TIMBER EXTERN STAIR ENCLOSURE

610

2140

RL 58.64

RL 54.96

SANITARY SEWAGE SUPPLY AND INSTALL SANITARY SEWAGE TO COMPLY WITH AS 1260 & AS 3500.

WINDOW & DOOR NOTES: REFER A.XXX WINDOW SCHEDULE FOR FULL DESCRIPTION OF WINDOWS REFER A.XX DOOR SCHEDULE FOR FULL DESCRIPTION OF DOORS WALL TYPE NOTES: REFER TO A.XXX WALL TYPES FOR FULL DESCRIPTION AND WALL SYSTEMS

CONCRETE UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED STANDARDS AND CODES OF PRACTICE, INCLUSIVE OF BUT NOT LIMITED TO THE FOLLOWING; AS NO. 1480 SAA CONCRETE STRUCTURES CODE AS NO. 1509 SAA FORMWORK CODE AS NO. 1510 CONTROL OF CONCRETE SURFACES FORMWORK AS NO. 1379 READY MIXED CONCRETE AS NO. 1302 REINFORCING BARS FOR CONCRETE TIMBER COMPLY WITH THE REQUIREMENTS OF ALL SPECIFIED CODES AND STANDARDS, INCLUSIVE BUT NOT LIMITED TO THE FOLLOWING; AS NO 1720.4 TIMBER STRUCTURES PLUMBING UNLESS OTHERWISE SPECIFIED, COMPLY WITH THE REQUIREMENTS OF ALL RELEVANT STANDARDS, CODES OF PRACTICE, AND LOCAL AUTHORITY BY-LAWS. MECHANICAL SUPPLY AND INSTALL MECHANICAL VENTILATION WHERE SHOWN TO COMPLY WITH AS 1668.

ALL MECHANICAL EXHAUSTS SHALL BE FITTED WITH SELF CLOSING LOUVRED REGISTERS WHERE EXITING THE BUILDING.

RL 63.18

COLUMN LEVEL 5

MIGUEL RAMOS

Dicentra Spectabilis

TOP OF FACADE 2

RL 56.50

S3750147

1

BOUNDARY LINE

3600

3

BOUNDARY LINE

5

SOUL DE BOERS

545

COLUMN LEVEL 2

1535

RL 44.50

1535

LEVEL 2

3465

2920 TIMBER BALCONY

RL 42.96

RL 39.50 COLUMN LEVEL 1

1535

LEVEL 1

F17 SEASONED TIMBER HARDWOOD RAMP CONNECTION GALVANISED STEEL RAILING BALUSTRADE

3465

RL 37.96 11 10 9 8 7 6 5 4 3 2 1

EXISTING TREES TO BE PROTECTED REFER TO ARBORIST FOR TREE PLAN BUILDER IS TO MAKE GOOD TO THE SURROUNDING CURRENT EXISTING SITE NOT MARKED FOR DEMOLITION

.GROUND FLOOR

NORTH

RL 34.50

BOUNDARY LINE

GROUND FLOOR COLUMN SEATING REFER TO A07.5

F17 SEASONED HARDWOOD TIMBER STAIR CASE GALVANISED STEEL RAIL TO COMPLY WITH AS1428

F17 SEASONED TIMBER HARDWOOD RAMP

BOUNDARY LINE

CONCRETE PAD BEYOND FOOTING REFER TO STRUCTURAL ENGINEER

DATE

DRAWN BY

CHECKED BY

6/11/2020

Author

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

DRAWING

EAST ELEVATION

SCALE

1 : 100 DRAWING No.

A06.1

@ A1

CHK

A

B

C

3600

3600

CL

EQ

D

EQ

EQ

D

3600

3600

CL

EQ

EQ

CL

CL

1800

EQ

C

B

3600

1800

CL

1800

1800

CL

1800

1800

TIMBER BEAM, REFER STRUCTURAL ENGINEERS DRAWINGS

LEVEL 2

W 1.35

W 1.39

5000 140

1

EXTERI

L C O

C O L

L C O

2B

L

FLOOR MOUNTED STOOLS AS SPECIFIED

PLYWOOD TABLE SUPPORTS AS SPECIFIED

WIRE MESH RAILING AS SPECIFIED PLYWOOD BENCH SUPPORT AS SPECIFIED

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

1

ESD CONSULTANT

ph: 923 435 678

A05

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

PLYWOOD BENCH SUPPORT AS SPECIFIED

ELEVATION - STUDY AREA

3

ELEVATION - STUDY AREA

1 : 50

A07

1 : 50

A07

URBAN PLANNER

Hibiscus Syriacus

FLOOR MOUNTED STOOLS AS SPECIFED

2

1100

60

60mm THICK TIMBER TABLE AS SPECIFIED

700

250

1100

60mm THICK TIMBER TABLE AS SPECIFIED

PLYWOOD TABLE SUPPORT AS SPECIFIED

S3601052

80

D 1.22

80

STEEL FOOT RAIL AS SPECIFIED

VINYL COVERING TO TIMBER BACKING AS SPECIFIED

LUCAS NUGENT

Dicentra Spectabilis

60

RL 39.50

700

250

LEVEL 1

S3786242

LANDSCAPE ARCHITECT

D 1.19

2B

2B

D 1.18

C O

140

L C O

W 1.34

D 1.17

5000

D 1.10

L

C O L

C O L

1

TIMBER BACK BOARD

D 1.09

W 1.33

2B

D 1.08

W 1.26

2B

D 1.07

W 1.25

C O

D 1.21

1

TIMBER TRUSS SYSTEM REFER A07.3

W 1.24

W 1.23

MIGUEL RAMOS

CONSULTANTS

RL 44.50 W 1.38

S3750147

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

A

3600

SOUL DE BOERS

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

PLYWOOD BENCH SUPPORT AS SPECIFIED NO

BALCO 115 20

1

3

2

ISS

DRN

1

3600

730

TIMBER BENCH AS SPECIFIED

PLANTER

DATE

D 1.10 115

1 C O L

1

D 1.09

C O L

1

D 1.08

C O L

C O L

1

D 1.07

DESCRIPTION

EQ

CL

3600 EQ

CL

EQ

EQ

LEVEL 2 3600

L

85 10

0 70

730

1100 3600

A

1125

1

LEVEL 1 - STUDY AREA

A07

1 : 50

STEEL FOOT RAIL AS SPECIFIED

FLOOR MOUNTED STOOL AS SPECIFIED

PLYWOOD TABLE SUPPORT AS SPECIFIED 60mm TIMBER TABLE AS SPECIFIED

VINYL COVERING TO TIMBER BACKING AS SPECIFIED

ALUMINIUM FRAME WINDOWS AS SPECIFIED REFER WINDOW & DOOR SCHEDULE

PLYWOOD TABLE SUPPORT AS SPECIFIED

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

1765

3600

B

5000 700

3

R

20

RL 39.50

C O

C O

L

C O L

1

2B

2B

1080

LEVEL 1

100

140 60

73 16

PLYWOOD TABLE SUPPORTS AS SPECIFIED

R

NORTH

80

TIMBER BACKBOARD

1100

D 1.08

BALCONY

D 1.22

1

D 1.21

C O L

W 1.24

3600

C O

L

2B

00 R9

R

D 1.21

W 1.39

1

700

L C O

6575

2B L C O

1 C O L

2B

70 0

D 1.20

700

86 13

R

2

W 1.38

C O L

W 1.37

TIMBER TABLE AS SPECIFIED

PLYWOOD BENCH SUPPORTS AS SPECIFIED

1080

RL 44.50

00 R9

R

STEEL FOOT RAIL AS SPECIFIED

R 13

86

STUDY AREA

A07

R5 65

3

61 3

4

2 R

D 1.22

DRAWING

3600

C

LEVEL 1 - STUDY AREA - PLAN & ELEVATIONS

D 1

4

ELEVATION - STUDY AREA

A05

A07

1 : 50

SCALE

1 : 50 DRAWING No.

A07

@ A1

CHK

A

B

C

D

E

F

G

1

1

1 2

90x45mm TIMBER BRIDGING BRACE TO FIX DOWN PIPE STRAPS CUSTOM AWS AUSTRALIA COMMERCIAL SERIES 456 AWNING WINDOW SYSTEM W/ POWDER COAT FINISH AS SCHEDULED

GARDEN BED

120x65mm SQUARE DOWN PIPE WITH GUTTER STRAP TO GRADE FALL W/ FALL AS PER PLUMBERS SPECIFICATIONS

1020

3

3

185

90

2

GARDEN BED COMPOSITION - 12.5mm STRUCTURAL MARINE PLY DECK BASE W/ FABRIC-REINFORCED HOT-FLUID-APPLIED WATERPROOFING MEMBRANE - PROTECTION COURSE AND ROOT BARRIER - DRAINAGE CELL LAYER - GEOFABRIC DRAINAGE LAYER - ENGINEERED GROWING MEDIUM W/ SANDBASE LAYER - SURFACE INORGANIC MULCH W/ ≈ 50mm CLEARANCE AROUND PLANTING - VINE PLANTING AS PER LANDSCAPE ARCHITECTS SPECIFICATIONS - ALLOW FOR RISER DRAINAGE PIPE INSTALLED AT FLOOR WASTE IN GARDEN BED BASE WHERE REQUIRED

COLUMN LEVEL 2 RL 42.96

4

4

5

5

120x250mm MERBAU GUM GLUE LAMINATED TIMBER BEAM W/ OILED FINISH AS SCHEDULED

32x60mm SCULPTFORM SUSPENDED BATTEN SYSTEM W/ 15mm INTERVAL SPACING AS PER MANUFACTURERS SPECIFICATIONS W/ OILED FINISH AS SCHEDULED CUSTOM AWS AUSTRALIA COMMERCIAL EXTERNAL 3 RUN STAKING SLIDING DOOR SYSTEM W/ POWDER COAT FINISH TO MATCH WINDOW SYSTEM

A

B

C

D

E

F

03

GARDEN BED SYSTEM LOCATOR

A07.1

1 : 200

BALCONY SPACE

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

2/90x60mm FIXED TIMBER MEMBERS TO FRAME GARDEN ZONES PARAPET W/ APPROPRIATE CAPPING AND POWDERCOAT FINISH TO MATCH WINDOW SYSTEM

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

JAKOB WEBNET FIXING CHANNEL AS PER MANUFACTURERS SPECIFICATIONS

STRUCTURAL ENGINEER

ph: 923 435 678

8-M248.8 BOLTS TO HAUNCH END CLEAT

Dicentra Spectabilis

HAUNCH CIRCULAR WEB OPENING @235 CTRS W/ 20mm MIN STEEL EDGE BAND

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

HAUNCH - 260UB40 x 975mm W/ 6mm FILLET WELD 100/100 TO BOTH SIDES OF WEB W/ GALVANISED FINISH AS PER AS1674.1-1997

3-90x90mm TIMBER SUB-STRUCTURE MEMBER WITH DOWEL ROD FIXING @900 CTRS PER GRID SPACE

SOUL DE BOERS

str_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

185mm GALVANISED STEEL S.H.S W/ WELDED END CLEAT AND PARALLEL FLANGE CHANNEL TO MATCH FACADE STRUCTURAL PROFILE

Deutzia Gracilis Nivalis

ser_cons@outlook.com

JAKOB GALVANISED WEBNET Ø2.0mm ROPE MESH FENCE W/ 120mm APERTURE CONFIGURATION AS SPECIFIED WITH ALPHATEC BRIGHT SILVER METALLIC GLOSS POWDER COAT FINISH AS SCHEDULED AND AS PER AS1725

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678

GALVANISED STEEL SHEET FIXING TRACK TO MATCH FACADE STRUCTURAL PROFILE

Hibiscus Syriacus

2mm GALVANISED PERFORATED STEEL SHEETS W/ ARMOURSPRAY SATIN BLACK POWDER COAT FINISH AS SCHEDULED

FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

G 01

FACADE TOP CONNECTION AND GARDEN BED SYSTEM

A07.1

1 : 20

was_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

GRARDEN BED ZONES

NO

DESCRIPTION

DATE

ISS

DRN

CUSTOM PREFABRICATED TIMBER COLUMN REFER TO A07.4 AND MANUFACTURER FOR DETAILS

B

C

D

E

F

JAKOB GALVANISED WEBNET Ø2.0mm ROPE MESH FENCE W/ 120mm APERTURE CONFIGURATION AS SPECIFIED WITH ALPHATEC BRIGHT SILVER METALLIC GLOSS POWDER COAT FINISH AS SCHEDULED AND AS PER AS1725

G

1

1

2

2

3

3

CUSTOM AWS AUSTRALIA COMMERCIAL EXTERNAL 3 RUN STAKING SLIDING DOOR SYSTEM W/ POWDER COAT FINISH TO MATCH WINDOW SYSTEM

2mm GALVANISED PERFORATED STEEL SHEETS W/ ARMOURSPRAY SATIN BLACK POWDER COAT FINISH AS SCHEDULED

BALCONY SPACE

GALVANISED STEEL SHEET FIXING TRACK TO MATCH FACADE STRUCTURAL PROFILE

JAKOB WEBNET FIXING CHANNEL AS PER MANUFACTURERS SPECIFICATIONS 405x865x12.5mm MARINE PLY W/ COVERED FLASHING TO MATCH AS PER HYDRAULIC ENGINEERS SPECIFICATIONS

185mm GALVANISED S.H.S W/ WELDED END CLEAT AND PARALLEL FLANGE CHANNEL TO MATCH STRUCTURAL PROFILE

130x16mm MERBAU DECKING W/ OILED FINISH AS SPECIFIED 120x250mm MERBAU GUM GLUE LAMINATED TIMBER BEAM BEYOND

25mm 3 LAYER VIC ASH CROSS LAMINATED TIMBER W/ MARINE FINISH

490

A

175 EQUAL STEEL ANGLE W/ GALVANISED FINISHED FIXED TO SUPPORT DOOR SYSTEM AND FIRST DECKING MEMBER

HAUNCH CIRCULAR WEB OPENING @235 CTRS W/ 20mm MIN STEEL EDGE BAND

4

4

5

5

RL 48.50

HAUNCH - 260UB40 x 975mm W/ 6mm FILLET WELD 100/100 TO BOTH SIDES OF WEB W/ GALVANISED FINISH AS PER AS1674.1-1997

90x45mm TIMBER BRIDGING BRACE TO FIX DOWN PIPE STRAPS

8-M248.8 BOLTS TO HAUNCH END CLEAT

120x75mm SQUARE DOWN PIPE WITH GUTTER STRAP TO GRADE FALL W/ FALL AS PER PLUMBERS SPECIFICATIONS CUSTOM AWS AUSTRALIA COMMERCIAL SERIES 456 AWNING WINDOW SYSTEM W/ POWDER COAT FINISH AS SCHEDULED

250x50mm BOX GUTTER AS PER PLUMBERS SPECIFICATION W/ GUTTER BOARD AND STRAP TO SUIT

120x250mm MERBAU GUM GLUE LAMINATED TIMBER BEAM W/ OILED FINISH AS SCHEDULED

DATE

DRAWN BY

CHECKED BY

35mm GRADED BATTENS @260 CTRS W/ FALL AS PER HYDRAULIC ENGINEERS SPECIFICATIONS

6/11/2020

LN+MG+SDB

AG & LM

70x35mm STRUCTURAL BATTENS @450 CTRS BEYOND TO SUPPORT DECKING BOARDS

PROJECT

12.5mm STRUCTURAL MARINE PLY DECK BASE

12.5mm STRUCTURAL MARINE PLY DECK BASE

A

B

C

D

E

F

G

NORTH

20

LEVEL 3

32x60mm SCULPTFORM SUSPENDED BATTEN SYSTEM W/ 15mm INTERVAL SPACING AS PER MANUFACTURERS SPECIFICATIONS W/ OILED FINISH AS SCHEDULED

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

3-120x90mm TIMBER SUB-STRUCTURE MEMBER WITH DOWEL ROD FIXING @900 CTRS PER GRID SPACE

DRAWING

04

WATER COLLECTION SYSTEM LOCATOR

02

FACADE LOWER CONNECTION AND WATER COLLECTION

A07.1

1 : 200

A07.1

1 : 20

CONSTRUCTION DETAILS - FACADE CONNECTIONS SCALE

WATER COLLECTION ZONES 1:20 DRAWING No.

A07.1

@ A1

CHK

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

1 CL 115 115

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS

GENERAL NOTES

CUSTOM PREFABRICATED TIMBER COLUMN REFER TO A07.4 AND MANUFACTURER FOR DETAILS

BALCONY SPACE

STUDY SPACE

REFER TO FYTOARBOUR MANUFACTURER FOR DETAIL AND SPECFICATIONS OF ALL FYTOARBOUR SYSTEMS 405x865x12.5mm MARINE PLY W/ COVERED FLASHING TO MATCH AS PER HYDRAULIC ENGINEERS SPECIFICATIONS 130x16mm MERBAU DECKING W/ OILED FINISH AS SPECIFIED 120x250mm MERBAU GUM GLUE LAMINATED TIMBER BEAM W/ OILED FINISH AS SCHEDULED

REFER TO ARBORIST CONSULTANT FOR PLANT SPECIES AND PLANTING SPECIFCATIONS ALL GARDEN BED SYSTEMS REFER TO AS1288 FOR INSTALLATION, DESIGN AND SELECTION OF GLASS IN BUILDINGS

LEVEL 4

20mm THICK MINK OAK LAMINATE FLOORING AS SPECIFIED

RL 52.50

175 EQUAL STEEL ANGLE W/ GALVANISED FINISHED FIXED TO SUPPORT DOOR SYSTEM AND FIRST DECKING MEMBER 120x250mm MERBAU GUM GLUE LAMINATED TIMBER BEAM W/ OILED FINISH AS SCHEDULED

REFER TO A03.3 FOR BEAM POSITIONING OF FYTOARBOUR BEAMS AND GENERAL PLACEMENT 1535

RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION RADIUS WITH

10mm SHADOWLINE 12.5mm STRUCTURAL MARINE PLY DECK BASE

250x50mm BOX GUTTER AS PER PLUMBERS SPECIFICATION W/ GUTTER BOARD AND STRAP TO SUIT CUSTOM AWS AUSTRALIA COMMERCIAL SERIES 456 AWNING WINDOW SYSTEM W/ POWDER COAT FINISH AS SCHEDULED TYPICAL TRUSS COMPONENT REFER TO A07.4 FOR PREFABRICATION DETAILS

LEGEND

2 A07.2

GARDEN BED

370

280

COLUMN LEVEL 4

JAKOB WEBNET FIXING CHANNEL AS PER MANUFACTURERS SPECIFICATIONS 2/90x60mm FIXED TIMBER MEMBERS TO FRAME GARDEN ZONES PARAPET W/ APPROPRIATE CAPPING AND POWDERCOAT FINISH TO MATCH WINDOW SYSTEM

120x250mm MERBAU GUM GLUE LAMINATED TIMBER BEAM W/ OILED FINISH AS SCHEDULED

RL 50.96 CUSTOM AWS AUSTRALIA COMMERCIAL EXTERNAL 3 RUN STAKING SLIDING DOOR SYSTEM W/ POWDER COAT FINISH TO MATCH WINDOW SYSTEM

BALCONY SPACE

STUDY SPACE

A

B

C

D

E

F

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678

A07.2

FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

2

2

3

3

4

4

5

5

3 A07.2

LEVEL 4 1 : 200

F

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

CHK

1 : 20

225x215mm FYTO PLANTING MODULE INSTALLED TO MANUFACTURERS SPECIFICATIONS

CONTAINING TROUGH (TYPICAL) REFER TO MANUFACTURER FOR SPECIFICATIONS AND DETAIL

13mm TECHLINE IRRIGATION DRIP TUBE AS SPECIFIED

50x150mm MERBAU GUM GLUE LAMINATED TIMBER BEAM W/ OILED FINISH AS SCHEDULED NOTCHED TO TIMBER SUB-STRUCUTURE 5mm FLOWNET DRAINAGE MESH AS SPECIFIED

3-90x90mm TIMBER SUB-STRUCTURE MEMBER WITH DOWEL ROD FIXING @900 CTRS PER GRID SPACE WITH 15mm NOTCH

E

qua_cons@outlook.com

FYTOARBOUR GARDEN BED AND WATER COLLECTION

15 185

1

D

ser_cons@outlook.com

NORTH

50

1

C

was_cons@outlook.com

Hibiscus Syriacus

G 1

B

str_cons@outlook.com

CIVIL ENGINEER

NO

A

ph: 923 435 678

Dicentra Spectabilis

REFER TO A07.5 FOR GENERIC TRUSS AND COLUMN CONSTRUCTION PREFABRCATION DETAIL.

RHS CHS R W/

JAKOB GALVANISED WEBNET Ø2.0mm ROPE MESH FENCE W/ 120mm APERTURE CONFIGURATION AS SPECIFIED WITH ALPHATEC BRIGHT SILVER METALLIC GLOSS POWDER COAT FINISH AS SCHEDULED AND AS PER AS1725 JAKOB WEBNET FIXING CHANNEL AS PER MANUFACTURERS SPECIFICATIONS 25mm 3 LAYER VIC ASH CROSS LAMINATED TIMBER W/ MARINE FINISH

URBAN PLANNER

50

270

50

G

DATE

DRAWN BY

CHECKED BY

6/11/2020

Author

AG & LM

PROJECT

2 A07.2

FYTOARBOUR GARDEN BED SYSTEM DETAIL

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

1 : 10 DRAWING

FYTOARBOUR GARDEN BED ZONES

CONSTRUCTION DETAIL - FYTOARBOUR SYSTEM SCALE

1:20 DRAWING No.

A07.2

@ A1

G

F

915

E

3600

D

3600

C

3600

3600

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

COLUMN LEVEL 3 CONSULTANTS

2465

RL 46.96

RL 44.50 1535 3465

23 5 LEVEL 1

181.8mm

RL 39.50

TREADS:

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE WITH VERTICAL COMPONENTS @ 500mm SPACING REFER TO A07.4 FOR DETAIL 60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE WITH HORIZONTAL COMPONENTS @ 150mm SPACING REFER TO A07.4 FOR DETAIL

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678

4mm THICK CHS STAINLES STEEL FINISH RAILING REFER TO STAIR MANUFACTURER FOR DETAIL 25mm DIAMETER CIRCULAR STEEL RUSTIC BALUSTRADES WELDED ON STRINGER AT @ 50mm SPACING REFER TO STAIR MANUFACTURER FOR DETAILS

Hibiscus Syriacus FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

70mm CURVED GRATED THICK ALUMINIUM WITH ABRASIVE TEXTURE TREAD WELDED ON RHS STRINGER REFER TO STAIR MANUFACTURER FOR PREFABRICATION DETAILS

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

was_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

280.0mm

LEGEND RHS

ph: 923 435 678

ph: 923 435 678

REFER TO A07.4 FOR STAIR AND STAIR ENCLOSURE DETAIL

RISERS:

lea_cons@outlook.com

CIVIL ENGINEER

RL 42.96

NUMBER OF LANDINGS:

Grevilea Victoria

Dicentra Spectabilis

COLUMN LEVEL 2

NUMBER OF STEPS:

ph: 923 435 678

LANDSCAPE ARCHITECT

LEVEL 2

STAIR DETAILS

URBAN PLANNER

1 A07.3

RECTANGULAR HOLLOW SECTION

CHS

CIRCULAR HOLLOW SECTION

R

RADIUS

RL

RELATIVE LEVEL

LEVEL 2 - STAIRS SECTION (TYPICAL) 1 : 50

C

D

E

3600

GENERAL NOTES REFER TO STAIRS MANUFACTURER FOR ALL STAIRS COMPONENTS AND DETAILS

F

3600

NO

G

3600

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

3600

ALL STAIRS CONSTRUCTIONS ARE TO COMPLY ACCORDING TO NCC 2019 VOLUME 1 FOR PUBLIC USE OF STAIR WAYS AND COMPONENTS

ADAPTABLE STUDY SPACE

SERVICE CORE

TIMBER FLOOR BOARDS

TILES

D 3.17

5

2790 TREAD WIDTH

130

415

D 3.16

5 415

BALCONY SPACE

130

TIMBER DECKING

1

25 74

5 R 619

FACADE BEYOND REFER TO A05.1 FOR FACADE SECTION AND A07.1 FOR TYPICAL FACADE DETAIL CONNECTION

GALVANISED FORMED STEEL PLATE WELDED TO STRINGER AND BOLTED BENEATH BALCONY SPACE FLOORING, REFER TO STAIRS MANUFACTURER AND STRUCUTURAL ENGINEER

R

GALVANISED FORMED STEEL PLATE WELDED TO STRINGER AND BOLTED BENEATH BALCONY SPACE FLOORING, REFER TO STAIRS MANUFACTURER AND STRUCUTURAL ENGINEER GALVANISED FORMED STEEL PLATE WELDED TO STRINGER AND BOLTED BENEATH BALCONY SPACE FLOORING, REFER TO STAIRS MANUFACTURER AND STRUCUTURAL ENGINEER

TYPICAL PREFABRICATED COLUMN REFER TO A07.5

R 4925

ACCESS PRIENDLY STAIRS ACCORDING TO AS1428.1 FOR MOBILITY AND VISIBILITY OF STAIR NOSINGS

1565

ALL STAIRS CONSTRUCTIONS ARE TO COMPLY ACCORDING TO AS1657 FOR ALL CONSTRUCTIONS AND CLEARANCES

STAIRS SETOUT

ALL STAIRS CONSTRUCTIONS ARE TO COMPLY ACCORDING TO NCC 2019 VOLUME 2 FOR TREAD AND RISER SIZINGS

4mm THICK CHS STAINLES STEEL FINISH HAND RAIL WITH 25mm DIAMETER CIRCULAR STEEL RUSTIC BALUSTRADES WELDED ON STRINGER AND AT @ 50mm SPACING REFER TO STAIR MANUFACTURER FOR DETAILS

22

10mm THICK CURVED FORMED RECTANGULAR HOLLOW SQUARE STRUCTURE STRINGER BOLTED ONTO STRUCTURAL FLOOR REFER TO STAIR MANUFACTURER FOR SPECIFICATIONS

21 20

2

NORTH

70mm THICK ALUMINIUM WITH ABRASIVE TEXTURE TREAD WELDED ON RHS STRINGER AND 50mmx15mm LUMINANCE CONTRASTING NOSING STRIP IN BUILT TO TREAD REFER TO STAIR MANUFACTURER FOR PREFABRICATION DETAILS

3

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

4

PROJECT

5 6

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

19

R 1798

18 7

17 8

16 9

10

DRAWING 11 12

130

13

14

14140 STAIR OPENING

15

STAIRS PLAN AND SECTION 130

SCALE

1 : 50

2 A07.3

LEVEL 2 - STAIRS IN PLAN (TYPICAL) 1 : 50

DRAWING No.

A07.3

@ A1

CHK

SOUL DE BOERS

S3750147

MIGUEL RAMOS

S3786242

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

5

CONSULTANTS

FYTOARBOUR FLOATING GARDEN SYSTEM REFER TO A07.1 FOR DETAILS

URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com

LANDSCAPE ARCHITECT

60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE REFER TO PREFABRICATOR MANUFACTURER WITH HORIZONTAL COMPONENTS @ 150mm SPACING

ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

Dicentra Spectabilis

COLUMN LEVEL 3

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678

RL 46.96 60MM THICK CLT TIMBER EXTERNAL STAIR ENCLOSURE REFER TO PREFABRICATOR MANUFACTURER WITH VERTICAL COMPONENTS @ 500mm SPACING 70mm THICK ALUMINIUM WITH ABRASIVE TEXTURE TREAD WELDED ON RHS STRINGER AND 50mmx15mm LUMINANCE CONTRASTING NOSING STRIP IN BUILT TO TREAD REFER TO STAIR MANUFACTURER FOR PREFABRICATION DETAILS

was_cons@outlook.com

Hibiscus Syriacus

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

LEVEL 2

ARBORIST

ph: 923 435 678

RL 44.50

Lavandula Angustifolio

arb_cons@outlook.com

D 2.18

10mm THICK CURVED FORMED RECTANGULAR HOLLOW SQUARE STRUCTURE STRINGER BOLTED ONTO STRUCTURAL FLOOR REFER TO STAIR MANUFACTURER FOR SPECIFICATIONS

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

1055

CLT WOOD BOARD DOCKING SYSTEM WITH STEEL REINFORCED DOWEL PINS REFER TO MANUFACTURER FOR DETAILS

D 2.21

2465

FIRE SAFETY ENGINEER Zanzibar Gem

NO

DESCRIPTION

DATE

ISS

DRN

WATERCOLLECTION SYSTEM AND BALUSTRADE REFER TO A07.1 FOR TYPICAL DETAILS

1 A07.4

TYPICAL STAIRS & TIMBER STAIR ENCLOSURE 1 : 20

NORTH

STAIR DETAILS NUMBER OF STEPS:

23

NUMBER OF LANDINGS:

5

RISERS:

181.8mm

TREADS:

280.0mm

DATE

DRAWN BY

CHECKED BY

GENERAL NOTES REFER TO STAIRS MANUFACTURER FOR ALL STAIRS COMPONENTS AND DETAILS

6/11/2020

LN+MG+SDB

AG & LM

ALL STAIRS CONSTRUCTIONS ARE TO COMPLY ACCORDING TO NCC 2019 VOLUME 1 FOR PUBLIC USE OF STAIR WAYS AND COMPONENTS

PROJECT

ALL STAIRS CONSTRUCTIONS ARE TO COMPLY ACCORDING TO NCC 2019 VOLUME 2 FOR TREAD AND RISER SIZINGS

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

ALL STAIRS CONSTRUCTIONS ARE TO COMPLY ACCORDING TO AS1657 FOR ALL CONSTRUCTIONS AND CLEARANCES ACCESS PRIENDLY STAIRS ACCORDING TO AS1428.1 FOR MOBILITY AND VISIBILITY OF STAIR NOSINGS

DRAWING

LEGEND

STAIR DETAIL

RHS - RECTANGULAR HOLLOW SECTION CHS - CIRCULAR HOLLOW SECTION SCALE

R - RADIUS RL - RELATIVE LEVEL

1 : 20 DRAWING No.

A07.4

@ A1

CHK

01 - TRUSS

04 - COLUMN 1

A

B

C

D

E

F

G

L

L

L

L

L

O

O

O

O

O

C

C

C

C

C L O

TR

TR

C L O

3

C

TR

TR

L O C

2

TR

TR

S3786242

LUCAS NUGENT

S3601052

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

CONSULTANTS

TR

TR

TR

L O C

TR

TR TR

TR TR

URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

L

L

O

O

C

C

4

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

WASTE MANAGEMENT

ph: 923 435 678

L

L

L

L

L

O

O

O

O

O

C

C

C

C

C

TR

TR

TR TR

L O C

5

TR

TR TR

TR L L O

4

C

05

MIGUEL RAMOS

Dicentra Spectabilis

TR

02

S3750147

LANDSCAPE ARCHITECT

O C

3

TR

7

1

TR

L O C TR

L O C

2

TR

1 2 3 4

TR

L

1

O

6 4

C

5

SOUL DE BOERS

5

was_cons@outlook.com

Hibiscus Syriacus

A

B

C

D

E

F

G

FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

ser_cons@outlook.com

qua_cons@outlook.com

LEGEND

- TRUSS CONNECTION

C

O

L

TR

TYPICAL COLUMN & TRUSS LOCATOR

06 - COMPLETED TRUSS & COLUMN

03

her_cons@outlook.com

- TYPICAL COLUMN

NO

DESCRIPTION

DATE

ISS

DRN

NORTH

PARTS LIST

STEEL TRUSS WEBBING JOINT

1 - CUSTOM CURVED TIMBER TRUSS 2 - CUSTOM STEEL TOP PLATE WITH WITH METAL PLATING FINISH 3 - CUSTOM STEEL INTERLOCKING PLATE WITH WITH METAL PLATING FINISH

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

4 - STEEL REINFORCED ENGINEERED TIMBER DOWEL 5 - RHS WITH CUSTOM STEEL PLATE 6 - ENGINEERED HARDWOOD COLUMN PIECES

COLUMN 1

PROJECT

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

7 - CUSTOM STEEL BOTTOM PLATE WITH METAL PLATING FINISH DRAWING

GENERAL NOTES

PREFABRICATED TRUSS & COLUMN SYSTEM

ALL STEEL WORKS AND COMPONENTS REFER TO AS4100 STEEL STRUCTURES AND AS5131 FOR STRUCTURAL STEEL WORKS

SCALE

REFER TO STRUCUTRAL ENGINEER FOR PLACEMENT OF GENERIC TRUSS AND COLUMN PLACEMENTS

1 : 100 DRAWING No.

REFER TO TRUSS MANUFACTURERS

A07.5

@ A1

CHK

2B

2B L C O

3600

1 2 2A L

3600

C O

2B

2A L

2B

L

C O

L

3

C O

C O

3600

05

G.01 G.02

LUCAS NUGENT

S3601052

4

G.07

CONSULTANTS URBAN PLANNER

ph: 923 435 678

Grevilea Victoria

lea_cons@outlook.com ph: 923 435 678

Marsilea Drummondii

lan_cons@outlook.com

BUILDING SURVEYOR

ph: 923 435 678

Magnolia Stolata

bui_cons@outlook.com

STRUCTURAL ENGINEER

ph: 923 435 678 str_cons@outlook.com

Dicentra Spectabilis

C O

3600

G.05

2B L

COS 245

2B L C O

G.08

C O

2B L

G.03

PO

IN T

2

C O

3

CIVIL ENGINEER

ph: 923 435 678

Canna Phasion

civ_cons@outlook.com

SERVICES ENGINEER

ph: 923 435 678

Deutzia Gracilis Nivalis

ser_cons@outlook.com

HYDRAULICS ENGINEER

ph: 923 435 678

Galanthus Nivalis

hyd_cons@outlook.com

TO U T SE

3600

A

3600

B

3600

C

3600

D

3600

E

3600

F

G

GROUND FLOOR COLUMN LOCATOR

3

06

07

5

5

WASTE MANAGEMENT

ph: 923 435 678 was_cons@outlook.com

Hibiscus Syriacus

COS 270

03

S3786242

L

2A

G.04

MIGUEL RAMOS

LANDSCAPE ARCHITECT

UNDERCROFT

02

S3750147

BUILDERS/CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY WORK COMMENCES. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / DESIGNER AND MANUFACTURER SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED BY THE CONSULTANTS. THIS DRAWING IS SUBJECT TO COPYRIGHT AND NO PART OF THS IS NOT TO BE USED, REPRODUCED OR COPIED IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF THE AUTHOR.

L

2B L C O FUTURE TENANCY

4

SOUL DE BOERS

1

C O

2B L

04 - BASE OF COLUMN C O

01 - TOP OF COLUMN

FIRE SAFETY ENGINEER Zanzibar Gem

ph: 923 435 678

QUANTITY SURVEYOR Iris Reticulata

ph: 923 435 678

HERITAGE CONSULTANT Variegated Lysimachia

ph: 923 435 678

ESD CONSULTANT

ph: 923 435 678

Holly Hetz

esd_cons@outlook.com

ARBORIST

ph: 923 435 678

Lavandula Angustifolio

arb_cons@outlook.com

NO

ser_cons@outlook.com

qua_cons@outlook.com

her_cons@outlook.com

DESCRIPTION

DATE

ISS

DRN

CHK

NORTH

PARTS LIST

1 - CUSTOM CURVED TIMBER MEMBERS 2 - CUSTOM STEEL JOINING ELEMENT

COLUMN 2A

COLUMN 2B

3 - STEEL REINFORCED TIMBER DOWEL

DATE

DRAWN BY

CHECKED BY

6/11/2020

LN+MG+SDB

AG & LM

4 - CUSTOM METAL BASE PLATE PROJECT

5 - CUSTOM METAL BASE PLATE WITH POWDER COATED STEEL SEAT, WELDED, 1200mm DIAMETER & 15mm THICK

LYGON ST. & VICTORIA ST. , CARLTON ECOBUILDING

GENERAL NOTES

DRAWING

ALL STEEL WORKS AND COMPONENTS REFER TO AS4100 STEEL STRUCTURES AND AS5131 FOR STRUCTURAL STEEL WORKS

PREFABRICATED COLUMNS - GROUND FLOOR & LEVEL 1

REFER TO STRUCUTRAL ENGINEER FOR PLACEMENT OF COLUMN PLACEMENTS

SCALE

REFER TO MANUFACTURERS DETAILS

1 : 100

ALL EXPOSED STEEL TO BE HOT DIP GALVANISED

DRAWING No.

PREFABRICATION STEP IMAGES ARE NOT TO SCALE

COLUMN 2A

COLUMN 2B

A07.6

@ A1