Dimitra Stathopoulou | PROFESSIONAL PORTFOLIO 2023 by Dimitra Stathopoulou

PROFESSIONAL OVERVIEW EXPERIENCE TECHNICAL SKILLS BIM SKILLS • Stakeholder Engagement • Coordination of engineering team • BIM Drafting & Coordination • Parametric Modelling • 3D Visualisation • Drafting • Concept Design • Design Development • Construction Documents • Graphic Presentation • Sustainable Design • Interior Design • Building Regulations • Architectural Reports • Fire Safety RESIDENTIAL 46% OFFICE 14% INDUSTRIAL 11% RETAIL 8% URBAN 9% EDUCATION 6% CULTURE 6% 2009 - 2019 Facts • Projects Modelled in Revit  20 • Level of Development (LOD)  350 • Tutorials taken since 2015  1100 Skills • Modelling & Visualisation • Custom System’s Families, Parametric Families, Annotation & Documentation, Custom Visual Styles • Area Plans • Work-sharing • BIM Scheduling & Sequencing What’s next • Dynamo Parametric Modelling • Quantities & Cost Estimation • Point Cloud & BIM integration 4 9 Dryburgh St, West Melbourne, 3003, VIC +61 040 22 61 858 Authorised to work in AU / Permanent Resident dstathopoulou@gmail.com www.linkedin.com/in/dstathopoulou DIMITRA STATHOPOULOU ARCHITECT REVIT PHOTOSHOP AUTOCAD IN DESIGN SKETCH UP LIGHTROOM GRASSHOPPER WORD LUMION EXCEL COREL DRAW POWERPOINT 2013 - 2019

WORK EXPERIENCE

ARCHITECTURAL DESIGNER & PROJECT COORDINATOR

BRUCE HENDERSON

ARCHITECTS

MELBOURNE, AUSTRALIA

PROJECT COORDINATOR

JARDINE ARCHITECTS

BRISBANE, AUSTRALIA

FREELANCE ARCHITECT

ATHENS, GREECE

MARCH 2020 – NOW ◦ 2,5 YEARS

Responsible for Tender and Construction Drawings of Residential, Industrial, Hospitality & Commercial Projects. Expertise in BIM.

MAY 2019 – OCT 2019 ◦ 5 MONTHS

Responsible for Pre-Design and Construction Drawings of Educational Projects, with focus on Childcare.

MAY 2009 – 2019 ◦ 10 YEARS

Responsible for all stages of Design, mainly in Residential Projects and Residential Interiors.

Expertise in BIM, Building Permit Drawings, Architectural Reports and Building Code.

PROJECT ARCHITECT

R.C.TECH

ATHENS, GREECE http://www.rctech.gr/

OCT 2013 – FEB 2019 ◦ 5 YEARS 5 MONTHS

Responsible for all stages of Design, mainly in Residential, Office and Industrial Projects.

Expertise in BIM, Rendering, Building Permit Drawings, Construction Drawings, Architectural Reports, Building Code, Presentations.

ARCHITECTURAL ASSISTANT

M2K ARCHITECTS

ATHENS, GREECE

AUG 2011 – SEP 2013 ◦ 2 YEARS

Responsible for Design Development Stage, doing Detailing & Drafting, 3D Modeling, Animation, Presentation Drawings, mainly in Urban Design Projects.

CONTENTS DAVARIS TEXTILES HANGAR 83 HYATT PLACE MIXED-USE / INDUSTRIAL HOSPITALITY / COMMERCIAL STOP WAREHOUSE HANGAR 82 1 4 2 5 6 3

TWO & 1/2 HOUSES SINGLE FAMILY HOUSE VERNACULAR HOUSE THREE CROWNS HAMPTON RESIDENTIAL DEVELOPMENT OFFICE REFURBISHMENT RESIDENTIAL DESIGN 9 10 8 6 11 7 7

1. HANGAR 82

Location: Essendon Fields - VIC, Australia

Area: 4,700 m 2

Completed: 2022

Architect: Bruce Henderson Architects

Design Stages: From Construction Documents to completion.

Responsibilities: Client liaison, Construction Drawings, Schedules, BIM modelling & management, Interdisciplinary Coordination, Shop Drawings Review, response to RFIs, Site Supervision.

Key Achievements: Opened new collaboration opportunities with Essendon Fields.

ARTIST’S IMPRESSION OF NORTH FACADE

Hangar 82 hosts the Maintenance, Repair & Overhaul (MRO) facility for Bombardier jet aircraft, in Essendon Fields Airport. The new Service Centre is the only Bombardier facility in Australia, servicing Australasia.

The building’s envelope draws inspiration from the aircraft curves and Bombardier’s corporate identity. It is a tailor-made building from both an aesthetical and operational point of view. Bruce Henderson Architects have collaborated closely with Essendon Fields and Bombardier, to ensure the client’s detailed design specifications have been implemented in an optimum way.

The 4,700 square meter hangar and Fixed Base Operation (FBO) facility include a lounge for aircraft owners, guests, pilots and crew, as well as meeting rooms for use while jets are serviced.

The maintenance hangar has been designed to enable two Global 7500 aircraft (the largest and newest corporate aircraft in Bombardier’s range) to be parked side by side during servicing, assisted by a five-tonne gantry crane.

Bombardier’s Melbourne Service Centre has been completed in 2022. This service centre will provide customers with a variety of service options including scheduled and unscheduled maintenance, modifications, avionics installations and AOG support for Learjet, Challenger and Global aircraft.

MIXEDUSE

INDUSTRIAL

CONSTRUCTION OF THE CLADDING COMPLETED NORTH FACADE.

10 1. HANGAR 82 15 30 29 28 A31-01 3 A31-01 2 A31-01 4 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 A A B B C C D D E E F F G G H H 1 1 10235 10430 10430 10430 10430 10430 10330 6450 337 m² PARTS WAREHOUSE STORAGE 30 m² AIR-CONDITIONED SPACE 69 m² AIRCRAFT STORAGE 58 m² CUSTOMER STORAGE 83 m² SUPPORT PARTS OFFICE 33 m² TOOL STORE DISPATCH/RECEIVE 42 m² LOADING AREA 20 m² BIN ROOM 15 m² IT 6 m² NI-CAD m² LEAD-ACID 36 m² SHEET METAL 36 m² WHEELS & TYRES 10 m² OXYGEN CARTS 30 m² ENTRANCE LOBBY 10 m² AIR LOCK m² IT CHARGING PARKING FOR BOOM SCISSOR LIFT AND TOW TRACTOR VIP ACCESS GANTRY CRANE TO ENGINEER'S DETAILS TO CLEAR AIR CRAFT HEIGHT ENTRY ENTRY FHR LIFT CUSTOMER LOUNGE ACCESS FIP OWS 36 m² AVIONICS 16 m² CHEMICAL STORE 22 m² OIL STORE BRISTOL STREET 02 03 04 05 06 07 08 09 10 11 12 DROP-OFF ZONE EXISTING HANGAR 6000 2400 1200 6400 ELECTRICAL SERVICES ROOM UNDER STAIR G D02 G D01 G D03 D04 G D05 G D06 G D07 G D08 D12 G D17 G D20 G D21 G D23 G D22 G D24 G D25 G D26 G D27 D28 G D29 G D30 G D31 G D32 D34 G D33 D35 G D36 D37 D38 D39 D40 D41 G D42 G W01 G W02 G W03 G W04 G W05 G W06 G W08 G W09 90 2725 150375 90 AIRLOCK 4120 90 MSB 990 150 5395 150 TOOLS STORE 6600 150 545 1300 STAIR G W07 2275 150 OXYZEN CARTS 4150 150 4900 150 7620 WC CORRIDOR 90 150 ENTRY 1900 150 OXYGEN 2575 150 WHEELS & TYRES 5550 150 SHEET METAL 5650 150 OIL STORE 3450 150 CHEMICAL 2450 150 STORES 2050 150 AVIONICS 5610 150 ENTRY 1580 IT 2450 1140 150 175 6400 STAIR 3 175 4000 BIN ROOM GATE TF CT CT fw SLAB THICKNESS AS PER ENGINEER'S DESIGN se d w 0mm fw fw 695 1000 270 2400 1335 2100 905 A1 S1 A1 S1 S1 A1 A1 A4 S1 A A32-01 B A32-01 C A32-01 D A32-01 CA2 CS CS CS1 CS1 CS CS CS A1 A2 A1 A2 A2 A1 A1 A1 A1 S1 A3 A1 A2 A1 A1 A1 A2 A2 A2 A2 A3 A2 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 3300 150 3000 E5b E5b E1 3100 90 2574 m² AIRCRAFT WORKSHOP W11 W10 CS1 10235 10430 10430 10430 10430 10430 10330 6450 70995 1690 6375 7 A42-02 4 A42-02 1 A42-01 CT G D16 G D11 G D09 s do0mm TOILETS G D18 01 SHARED ZONE 5400 FFL +74660 FFL +74660 A5 A1 A1 E1 STAIR STAIR STAIR CS1 CS1 CS1 CS1 CS1 VI2 FALL CS1 CS1 FALL FALL HAND WASH STATION T1 EYE WASH STATION MAKE GOOD EXISTING KERB/ CHANNEL & PEDESTRIAN PAVING REFER CIVIL/STRUCT ENG's DETAILS EXTENT TBD E5b A1 40edown mm EYE WASH STATION HAND WASH STATION 2 A70-01 2 A70-04 PROVIDE SPOON DRAIN WHERE WALL CLADDING MEETS PAVEMENT ALONG WEST ELEVATION REFER CIVIL ENGINEERS DOCUMENTATION FOR DETAILS DP E A32-02 TARMAC HANGAR TRACKS TO BE SET INTO SLAB WITH DRAINAGE IN ACCORDANCE WITH MANUFACTURERS DETAILS REFER ALSO ENGINEERS DOCUMENTATION 150 275 115 8725 2 HR FIRE-RATED PRE-CAST WALLS HR FIRE-RATED PRE-CAST WALLS HR FIRE-RATED PRE-CAST WALLS 2 HR FIRE-RATED PRE-CAST WALLS 13500 3500 1200 3500 6500 GARDEN BED GARDEN BED PAVEMENT PAVEMENT GARDEN BED GARDEN BED GARDEN BED 600 300 PROPOSED VEHICLE DROP-OFF AREA 540 FALL ARREST/ONE STATIC LINE RIGID RAIL FALL ARREST SYSTEM TO UNDERSIDE OF GANTRY CRANE G D45 1200 BOLLARD PROVIDE IN 8 MAX. DDA KERB RAMP WHERE STEP FROM CARPARK TO PEDESTRIAN PATH IS GREATER THAN 20MM STEP TO CIVIL ENG's DESIGN DETAILS PROVIDE IN MAX. DDA KERB RAMP WHERE STEP FROM CARPARK TO PEDESTRIAN PATH IS GREATER THAN 20MM STEP TO CIVIL ENG's. DESIGN & DETAILS BOLLARD 800 D46 GRID SET-OUT VERIFY ON SITE GRID SET-OUT VERIFY ON SITE NEW CONCRETE PAVING EXISTING GARDEN BED TO BE REDESIGNED EXISTING PAVEMENT TO BE REDESIGNED FIRE PUMPS FOAM CONTROL ROOM FIRE TANK FIRE BOOSTERS D48 DP CP MA1 TRENCH GRATE REFER CIVIL ENGINEERING DRAWINGS FOR DETAILS RIDGE LINE FALL S1 FE FE FE FE FE TG A2 E5 E5b E5 CLEARANCE MIN 1600 E5 49740 OVERALL 2000 6815 66000 OVERALL HANGAR OPENING 8740 500 84050 OVERALL HANGAR FACADE 4100 3000 E5 E5 D02 1000 2915 785 D01 4800 6100 FASCIA 450 1690 FASCIA 450 2400 2400 2400 49050 OVERALL FACADE 11810 1000 1450 150 STAIR 2650 150 1515 fw LOCKERS 1370 S1 BOLLARD TI CS TI 1050 300 530 E6 E6 VI2 400 400 TI 79810 PRECAST PANELS OVERALL 275 GRID OFFSET 115 150 PARTS WAREHOUSE 10600 46955 PRECAST PANELS OVERALL 115 TOOLS STORE 5090 150 5195 150 LADIES' TOILETS 6550 90 1615 150 5000 150 FHR 590 75 21285 W10 4120 39405 D25 3600 6020 W02 875 450 W03 875 450 W04 875 450 W05 875 535 150 TOILETS 6550 90 1615 150 150 CUSTOMER STORAGE 5455 150 AIRCRAFT STORAGE 6505 150 8260 150 5000 150 515 150 A/C SPACE 2530 150 PARTS WAREHOUSE 35155 150 LOADING 4000 150 BIN ROOM 5000 150 SUPPORT PARTS OFFICE 5740 150 LIFT 2050 150 1350 CUPBOARD & MSB CAVITY 5380 150 1520 150 STAIR 2 3400 730 D42 1000 29075 D33 1000 4350 W09 1500 1100 W08 1500 1200 W07 1500 1100 W06 1500 1400 2095 GRID OFFSET GRID OFFSET PRECAST PANELS OVERALL 10900 150 LADIES WC 2890 90 LOCKERS 3675 90 MEN'S WC 3855 150 11800 STAIR 120 150 CUSTOMER AIRCRAFT STORAGE 10600 150 D05 1500 1400 D06 3600 GRID OFFSET 230 GRID OFFSET 8940 D07 1000 4145 D20 1000 1375 D46 1000 1435 D45 1000 27635 D23 1000780 W01 2000 2890 D27 3600 1865 D29 1000 405 D30 1000 150 1350 150 LIFT 2000 150 1350 150 GRID OFFSET 5495 1370 ULTRACORE G2 BOXED FASCIA IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION - REFER TO ELEVATIONS DP DP TG TG TG TG DP DP 1885 HIGH EXPANSION FOAM CONTROL PANEL - AS PER SERVICES DRAWINGS DP DP 700 800 8915 8915 8915 8915 8915 8915 8915 8915 845 FB FOAM WATER FIRE TANK FHR MAGENTA LINE DENOTES FIP CLEAR SPACE FHR FHR FHR HEAVY DUTY CLASS 'G' TRAFFICABLE GRATE AS PER ENGINEER'S DESIGN FB FB FB HEAVY DUTY CLASS 'G' TRAFFICABLE GRATE AS PER ENGINEER'S DESIGN HEAVY DUTY CLASS 'G' TRAFFICABLE GRATE AS PER ENGINEER'S DESIGN HEAVY DUTY CLASS 'G' TRAFFICABLE GRATE AS PER ENGINEER'S DESIGN HEAVY DUTY CLASS 'G' TRAFFICABLE GRATE AS PER ENGINEER'S DESIGN HEAVY DUTY CLASS 'G' TRAFFICABLE GRATE AS PER ENGINEER'S DESIGN HEAVY DUTY CLASS 'G' TRAFFICABLE GRATE AS PER ENGINEER'S DESIGN HEAVY DUTY CLASS 'G' TRAFFICABLE GRATE AS PER ENGINEER'S DESIGN AHD 74.574 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 1:100 AHD 74.660 AHD 74.660 AHD 74.660 AHD 74.660 AHD 74.660 AHD 74.660 AHD 74.660 AHD 74.660 RL AT THE EDGE OF THE SLAB FB 2705 FB 2705 8615 600 8615 FB 2700 FB 2700 FH FH 600 600 CT AHD 74.95 FH FALL FE G D19 D10 G D47 G D13 G D14 G D15 G D49 G D50 G D43 G D51 CS TG TG TG TG TG TG TG TG TG TG TG TG TG TG TG TG TG TG TG TG n m 40m e w 25mm 1:10 RAMP AHD74.820 AHD74760AHD74900 THRESHOLD RAMP THRESHOLD RAMP AHD 74.660 AHD 74.920 AHD74.620 AHD74630 AHD 75.000 AHD 75.110 AHD74.890 AHD 75.000 AHD 75.000 2265 AHD74640 REQUIRED CLEAR SPACE 1070X800MM AS PER FIRE ENGINEER SPECS FENCE DETAILING TBC TURNSTILE AS PER MANUFACTURER'S SPECS. ACCESS CONTROL AS PER SERVICES ENGINEER'S SPECS. OPENING TO BE REDUCED POST THE INSTALLATION OF THE PRECAST PANELS, TO ACCOMODATE THE RAMP. FLOOR F N SHES LEGEND TIMBER FLOOR TF EPOXY (COLOUR TBA) CS CERAMIC TILES CT CARPET FINISH CA VINYL FINISH VI RECESSED ENTRY MAT MA1 CONCRETE SEALER CS1 CONCRETE PAVING CP VI2 ANTI STATIC VINYL FINISH TRENCH GRATE REFER TO SERVICES ENGINEERS' DETAILS TG TACTILE INDICATORS TI 0.1 0.20.30.4m PROJECT: DATE: JOB O SCALE: REVISION N O DRAWN: DRAWING STATUS: DRAWING NO © COPYRIGHT Bruce Henderson Architects P/L DRAWING TITLE: REV DATE DESCRIPTION REV DATE DESCRIPTION CONSTRUC ON NO ES 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION TO AND CONFORM WITH THE FOLLOWING RELEVANT DRAWINGS, SCHEDULES, SPECIFICATIONS, REPORTS, STANDARDS AND REGULATORY AUTHORITY REQUIREMENTS: PLANNING AND BUILDING PERMITS BCA AND RELEVANT AUTHORITY REQUIREMENTS BCA SECTION -VERIFICATION METHOD JV3 REPORT FIRST RATE REPORT/ESD REPORT FIRE ENGINEERING REPORT ACOUSTIC REPORT DDA REPORT STORM WATER REPORT WASTE MANAGEMENT REPORT AS1428.1 -2009 ARCHITECTURAL DRAWINGS, SCHEDULES AND SPECIFICATIONS INCLUDING ENDORSED AND SUBMITTED TOWNPLANNING DRAWINGS AND APPROVED MARKETING DRAWINGS. STRUCTURAL DRAWINGS AND SPECIFICATIONS CIVIL DRAWINGS AND SPECIFICATIONS SERVICES DRAWINGS AND SPECIFICATIONS INCLUDING MECHANICAL, ELECTRICAL, HYDRAULIC AND FIRE. LANDSCAPE DRAWINGS, SPECIFICATIONS AND SCHEDULES FF&E SCHEDULES SIGNAGE SCHEDULES WINDOW AND GLAZING SCHEDULES DOOR SCHEDULES ALL RELEVANT DDA REQUIREMENTS ARE TO BE COMPLIED WITH TO THE SATISFACTION OF THE BUILDING SURVEYOR AND BCA REQUIREMENTS 2. ALL DIMENSIONS, LEVELS, BEARINGS AND ANGLES ARE TO BE VERIFIED ON SITE PRIOR TO THE COMMENCEMENT OF WORKS. THE CONTRACTOR IS TO ADVISE OF ANY DISCREPANCIES TO THE ARCHITECT AND SEEK CLARIFICATION AND DIRECTION PRIOR TO PROCEEDING. 3. THE CONTRACTOR IS TO ADVISE THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL, STRUCTURAL AND SERVICES/SPECIALIST CONSULTANTS DRAWINGS, REPORTS AND DOCUMENTS PRIOR TO PROCEEDING WITH THE RELEVANT WORKS. IF ANY DISCREPANCIES ARE IDENTIFIED BY THE CONTRACTOR AND/OR SUB-CONTRACTORS, THE DISCREPANCIES MUST BE MADE TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY FOR DIRECTION. 4. THE CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR ALL TRADES TO THE ARCHITECT AND RELEVANT CONSULTANT PRIOR TO MANUFACTURING FOR APPROVAL. 5. THE CONTRACTOR IS TO PROVIDE ADEQUATE NOGGINGS TO WALLS AND CEILINGS AS REQUIRED FOR THE FIXING OF FIXTURES, FITTINGS, EQUIPMENT, DOOR TRACKS, WINDOW FURNISHING TRACKS ETC. 6. THE CONTRACTOR IS TO ENSURE ALIGNMENT OF SERVICES FIXTURES AND FITTINGS INCLUDING LIGHTING, SWITCHES, SPRINKLERS, ACCESS PANELS ETC. ALL EXPOSED SPRINKLER HEADS ARE TO BE OF THE FULLY RECESSED AND CAPPED TYPE. 7. ALL WET AREAS TO COMPLY WITH AS3740. 8. ALL WINDOW AND CURTAIN WALL SIZES PROVIDED ARE STRUCTURAL OPENING SIZES. WINDOWS IN THE WINDOWS SCHEDULE ARE AS SHOWN AS TAKEN EXTERNALLY. 9. PROVIDE DECALS TO GLAZING AS PER AS 1288. 10. ALL DOOR AND WINDOW DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO FABRICATION. 11. WINDOWS AND GLAZING TO BE DESIGNED AND FABRICATED BY AN APPROVED MANUFACTURER AND COMPLY WITH AS 1288 ANS AS 1428.1 AND ALL OTHER RELEVANT BUILDING CODES AND STANDARDS. THE WINDOWS AND GLAZING DESIGNS WITHIN THESE DRAWINGS AND SPECIFICATIONS ARE GENERIC AND THE CONTRACTOR/SUB-CONTRACTOR IS TO ENSURE THAT THE FRAME TYPES, GLAZING AND ALL FIXTURES, FITTINGS AND HARDWARE COMPLIES WITH THE SPECIFIC PARAMETERS OF THE WIND LOADS, SOLAR LOADS (JV3 AND FIRST RATE AND ACOUSTIC ENGINEERS REQUIREMENTS), BCA AND ALL RELEVANT STANDARDS AND REGULATORY REQUIREMENTS. WINDOWS, GLAZING, WINDOW SURROUNDS/SHROUDS, SLIDING SCREENS SHALL BE DESIGNED BY A SUITABLY QUALIFIED ENGINEER TO ENSURE THE STRUCTURAL INTEGRITY AND FIXING OF ALL WINDOWS AND GLAZING AND TO INCLUDE ALL FIXTURES, FITTINGS AND HARDWARE ELEMENTS WHERE REQUIRED TO CONFORM TO THE ABOVE. PROPOSED GLAZING TYPES AND THICKNESS ARE TO BE SUPPLIED TO THE ARCHITECT FOR APPROVAL. ALL WINDOW DETAILS ARE TO BE APPROVED BY THE ARCHITECT PRIOR TO MANUFACTURE WINDOW SLIDING DOOR CONFIGURATIONS ARE INDICATIVE ONLY AND SUBJECT TO FINAL REVIEW AND DESIGN. 12. ALL WINDOW FRAMING AND GLAZING TO BE APPROPRIATELY SEALED TO PREVENT INFILTRATION OF AIR, WATER AND NOISE. 13. THE CONTRACTOR/SUB-CONTRACTOR TO CO-ORDINATE AND ALIGN ALL SAW CUTS, EXPANSION AND CONSTRUCTION JOINTS OF THE CONCRETE FLOOR SLABS, INSITU WALLS AND PRECAST PANELS WITH THE STONE AND/OR TILE FLOOR AND WALL FINISHES, SCREEDS, SUBSTRATES AND LININGS. 14. ALL LOUVERS AND SCREENS TO BE APPROVED BY THE ARCHITECT AND RELEVANT CONSULTANTS PRIOR TO FABRICATION. 15. THE CONTRACTOR IS TO ALLOW FOR ALL REQUIRED STATUTORY SIGNAGE AND TO ALLOW FOR ALL OTHER ARCHITECTURAL AND BUILDING SIGNAGE. 16. WATERPROOFING IN WET AREAS IS TO BE DESIGNED IN ACCORDANCE WITH AS3740 AND MANUFACTURER'S SPECIFICATIONS. 17. BALCONY WATERPROOFING TO BE COMPLIANT TO AS 4654.2. 18. REMOVABLE HINGES ARE REQUIRED TO THE TOILETS WHERE THE PAN IS LOCATED WITHIN 1.2M OF THE DOORWAY UNLESS THE DOOR IS A SLIDING DOOR. 19. CONTRACTOR TO ALLOW FOR THE INCLUSION OF OVERFLOWS TO GUTTERS, BALCONIES, ROOFS, PLANTER BOXES ETC TO RELEVANT STANDARDS AND REQUIREMENTS. ALL OVERFLOWS TO BE COLOURBOND -COLOUR TBA. 20. PENETRATIONS THROUGH ANY PARTY WALL, FIRE RATED WALL, FLOOR OR CEILING ARE TO BE FIRE RATED AND ACOUSTICALLY SEALED TO THE SATISFACTION OF THE BUILDING SURVEYOR AND RELEVANT CONSULTANT. 21. ALL DOWNPIPES, WASTE PIPES AND OTHER SERVICES PIPES IN GENERAL ARE TO BE FULLY CONCEALED WITHIN WALLS, DUCTS, CEILINGS AND SOFFITS. NO EXPOSED OR EXTERNALLY FIXED PIPES WILL BE ACCEPTED. ANY PROPOSED ADDITION OF A BULKHEAD BY THE CONTRACTOR IS TO BE APPROVED BY THE ARCHITECT. 22. ALL EXTERNAL GRILLES ARE TO BE INCORPORATED INTO WINDOWS FRAMES AND TO BE APPROVED (INCLUDING TYPE) BY THE ARCHITECT. ALL GRILLES ARE TO BE POWDERCOATED TO MATCH WINDOW FRAME COLOUR. 23. ALL BALUSTRADES AND FIXINGS ARE TO BE DESIGNED BY A SUITABLY QUALIFIED ENGINEER -1507 CERTIFICATION IS TO BE PROVIDED AT COMPLETION PRIOR TO ISSUE OF OCCUPANCY PERMIT. ALL PROPOSED FIXINGS, HARDWARE ETC. ARE TO BE APPROVED BY THE ARCHITECT. GLASS BALUSTRADE TO COMPLY WITH AS1288-2006 & AS1170.1. 24. ALL FLOORING, THRESHOLDS, STAIR NOSING, FLOORING STRIPS AND TACTILE INDICATORS TO COMPLY WITH AS1428.1 -2009 TO PUBLIC ACCESS AREAS. 25. LANDINGS, SURFACE OF THE TREAD OR NOSING STRIPS MUST HAVE A SLIP RESISTANCE NOT LESS THAN THE TABLE BELOW WHEN TESTED TO THE REQUIREMENTS OF AS4586. 26. FALL ARREST -ALL ROOF ACCESS & FALL POINTS REFER ROOF ACCESS SAFETY CONSULTANTS & TO COMPLY WITH FALL ARREST AS-1891.4 2009 Do not scale. Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by the Architect before manufacture. Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. NOTES: CHECKED REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE V 40001 08/08/19 BHA GENERAL ARRANGEMENT FLOOR 1:200 @ A1 HANGAR 82 ESSENDON FIELDS Checker GROUND LEVEL GA PLAN GENERAL NOTES: ALL WALLS AND DOORS TO ACHIEVE A MIN FRL AS REQUIRED BY THE FIRE ENGINEERS REPORT ALL EXTERIOR PRECAST WALLS TO HAVE WATER STOP BETWEEN PRECAST BASE AND SLAB WHERE ADJOINING SURFACE ABUTTS WALL. PROVIDE IN 100 MIN FALL AWAY FROM BUILDING FOR POSITIVE WATER DISCHARGE SIMILARLY TO FULL PERIMETER OF BUILDING FOR LIGHTWEIGHT CLAD EXTERIOR WALLS PROVIDE 150 UPRIGHT x75 4MM TH GALV ANGLE WITH WATER STOP BETWEEN ANGLE AND FLOOR SLAB TO STOP PROGRESSION OF WATER TO INTERIOR ROADWAYS, FOOTPATHS, DRAINAGE, KERBS AND CHANNELS, ETC. TO BE DESIGNED BY SUITABLY QUALIFIED ENGINEER AND APPROVED BY ESSENDON FIELDS TANKS, METERS, ETC REFER SERVICES ENG's. DRG's. REFER CIVIL ENGINEERING DRAWINGS FOR ALL CIVIL WORKS. K K K K K K L L L N P Q L26 06 20CONSTRUCTION ISSUE M02 07 20ISSUE FOR INFORMATION ONLY N02 07 20ISSUE FOR INFORMATION ONLY P24 07 20GENERAL UPDATES Q11 09 20GENERAL UPDATES R08 12 20GENERAL DIMENSION UPDATES S19 02 21GENERAL UPDATES T09 03 21ISSUED FOR COORDINATION S S S S S S S S S S S T T U U U V V V V V V V V CD STAGE - GROUND LEVEL GA PLAN

11 A31-01 2 A31-01 4 2 3 4 5 6 7 8 9 A A B B C C D D E E 1 -2400 C2 -2400 C2 -2400 C22700 C4-2700 C4 -2700 C22400 C2 -2400 C2 -2700 C42700 C4 -2700 C4 -2700 C4 -2700 C42700 C42700 C42700 C42700 C4C4 A A32-01 B A32-01 C A32-01 D A32-01C12400 C2 N/C STRUCTURAL TRUSSES NOT INDICATED OPEN LINE OF ROOF SOFFIT ABOVE PLANT SCREEN TO LEVEL E A32-02 5 A70-03 -2700 C5 -2850 T1 -2700 C4 -2700 C4 -2700 C1 -3000 C12700 C4 -2400 C2 PLASTERBOARD COFFERED CEILING RED DASHED LINE DENOTES AREA REQUIRING MIN R5.0 BULK INSULATION -2700 C1 -2700 C1 -2700 C1 -2700 C1 -2700 C1 PLASTERBOARD TO PELMET THROUGHOUT NORTH ELEVATION -REFER TO A33.01 -2850 C1 -2700 C1 -2850 C1 -2850 C1 -2700 C1 -2850 C1 -2700 C1 -2700 C1 -2700 C1 -2700 C1 -2700 C1 -2700 C1 -2700 C1 -2700 C1 -2700 C1 -2700 C1 3000 3100 2700 EQEQ EQEQ 1251600146014601600 EQ EQ EQ EQEQ 300400 EQEQ 250 3501880 350 200 590 590 590 590 450 200 350 15401910905 405 90 300 9601420920915455 ALIGN LUMINAIRE WITH THE CL OF THE ISLAND BENCH BELOW ALL FIXTURES ON BATTEN CEILING TO BE BLACK 13001300 14051300129011201190121011701620136511401365 3710 2400 4155 11403505 2910 2865 3525 2490 4200 3155 4665 3875 6880 4490 3210 3600 3600 3835 3080 172017201720 CURVED ULTRACORE SOFFIT FLAT ULTRACORE SOFFIT 300266526652665300 1040 2000 1040 30X30 TIMBER BATTENS AT 70MM CENTRES, FIXED ON BLACK PAINTED PLY. -2700 C1 3600 2120 FULL-HEIGHT JOINERY REFER TO A70-03 FULL-HEIGHT JOINERY REFER TO A70-03 CE LING F XTURES LEGEND H G H EXPAN S ON FOAM SY 6 00 X 60 0 SW RL YP CE N OTE THESE DRAWING IS TO BE READ IN CONJUNCTION DRAWINGS, SPECIFICATIONS AND SCHEDULES. 2 ALL SET-OUT DIMENSIONS TO BE VERIFIED ON OW S C L N G M OUN TED RE L GHT NG - REFER TO ELEC. DRAWINGS E2 - EM E RG E N CY LUM N A R SE M -RE C SED Y SPR N EXPO E D R N K R H EAD OW S H ORN YP SPEAK R SM OKE DE TECT OR (EXPOSED F RE SERV CES MECHAN CAL SERV CES EG G CRAT E TYPE RETU RN A CE L N G ACCE SS PAN E L SIZE 2 00 X 2 0 0 CE L N G M OU N 2 00 X 2 0 0 R SER T O ROOF M 30 0 X 300 DUCT M OUN T ED CE L N G CASSE A C UN T 30 0 X 300 CE L N G M OU N T E - E M G EN CY UM N A RE EVACUAT ON EX T S G N M OT ON SEN SOR G H I A31-01 1 A31-01 3 A31-01 2 A31-01 4 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 A A B B C C D D E E F F G G H H 1 1 2884 m² CUSTOMER LOUNGE 12 m² OFFICE 13 m² OFFICE m² OFFICE m² OFFICE 11 m² OFFICE m² DDA 23 m² MEETING ROOM 42 m² BOARD ROOM 20 m² GENERAL MANAGER 12 m² QUALITY 12 m² HR 12 m² FINANCE m² IT m² KITCHENETTE m² STORE 114 m² EMPLOYEE BREAK ROOM 325 m² PLANT 87 m² OPEN OFFICE SPACE 10235 10430 10430 10430 10430 10430 10330 6450 5770 6000 6000 6000 6000 6000 10700 TOILETS 15 m2 TOILETS 22 m2 -CONDITIONING AND COMPRESSOR EQUIPMENT L01 D01 L01 D04 L01 D03 L01 D07 L01 D08 L01 D09 L01 D13 L01 D15 L01 D16 L01 D17 L01 D19 L01 D20 L01 D21 L01 D23 L01 D24 L01 D25 L01 D26 L01 D27 L01 D28 L01 D29 L01 D30 L01 D31 L01 D33 L01 D34 L01 W01 L01 W02 L01 W03 L01 W04 L01 W05 L01 W06 L01 W07 L01 D02 L01 D10 L01 D22 L01 D05 L01 D06 TF CT CA CA TF CA CA CA CT CT CT CA VI CA CA VI fw A A32-01 B A32-01 C A32-01 D A32-01 75 4545 10235 10430 10430 10430 10430 10430 10330 6450 275 5770 6000 6000 6000 6000 6000 10700 G1 S3 S1 E7 S1 G1 S1 G1 G1 S1 G1 S1 S1 S3 S1 A2 A2 G1 S1 T1 E7 S1 9505 90 SHR/WC 2590 90 SHR/WC 2590 90 OFFICE 2700 90 OFFICE 2945 90 RECEPTION 6125 90 MEETING 6400 90 BOARD ROOM 8600 90 KITCHENETTE 3000 90 OFFICE 11000 90 EMPLOYEE BREAK ROOM 11865 175 PLANT 10890 150 270 125 OFFICE 2675 90 OFFICE 2675 90 OFFICE 2645 125 DDA 2830 175 LIFT 2000 175 1300 200 3285 20 1800 90 2210 20 900 20 850 70 900 90 GENERAL MANAGER 5075 125 QUALITY 2980 90 HR 3000 90 FINANCE 3000 90 STORE 2100 90 3750 90 JANITOR 2050 125 EMPLOYEE BREAK ROOM 9685 200 STAIR 3 2600 175 1515 1590 175 LIFT 1900 175 6860 20 825 45 910 90 CORRIDOR 1085 125 CORRIDOR 2835 50 MEETING 3575 4190 50 CORRIDOR 1600 50 IT 2185 90 KITCHENETTE 2535 E2 S1 S1 S1 S1 G1 S1 E7 S1 S3 S1 T1 S1 S1 S1 A2 METAL PLANT SCREEN METAL PLANT SCREEN S1 S3 G1 G1 3835 830 3310 1590 2755 150 3835 175 1515 50 2185 90 2535 50 3575 50 4810 475 90 S3 L01 D18 LIFT L01 W08 L01 W09 L01 W10 L01 W11 L01 W12 1620 120 L01 W13 L01 W14 8 A42-02 5 A42-02 A2 40 m² RECEPTION 2 A42-01 L01 D12 L01 D14 5 m² SHR/WC m² SHR/WC 2770 FW FFL +80350 FFL +80360 FFL +80360 FFL +80280 FFL +80360 set down 40mm A4 S1 A3 A4 S1 A3 S1 STAIR STAIR STAIR 3 CA CA CA CA CA L01 D32 STORAGE m² JANITORS CLOSET E5 A70-01 1 A70-03 1 A70-02 2 A70-02 ROOF BELOW SUMP & O/FLOW SUMP & O/FLOW SUMP & O/FLOW DP DP E A32-02 L01 D35 CT CA TF 195 11805 1445 7050 275 240 2265 1905 90 3215 90 5415 A4 A4 800 1285 ENTRANCE CANOPY ENTRANCE CANOPY FE FE FE FE CS E7 E1 E5 E6 E6 E5b E5b E1 E5 E5 E5b E6 E7 8740 66000 OVERALL HANGAR OPENING 8740 500 84050 HANGAR OVERALL FACADE 49290 HANGAR OVERALL FACADE 79955 HANGAR OVERALL FACADE E5b 530 TI TI fw L01 D11 530 530 ELECTRICAL SERVICES CUPBOARD E7 ABOVE E7 ABOVE TI SUMP & O/FLOW SUMP O/FLOW FALL 400 100 D BOXED GUTTER 500x110 DEEP BOX GUTTER FALL SUMP & SIDE O/FLOW 1200 CANOPY 16460 3000 FB FB FB FB 300 x 88 D BOX GUTTER DP DP O/F FALL FFL +80280 FFL +80325 FFL +80350 FFL +80325 FFL +80325 FFL +80325 FFL +80325 DOOR SILL: +80340 D34: PROVIDE RAVEN WEATHER SEAL FFL +80325 FHR FHR FH FH FHR FHR CUPBOARD TBC OFFICE 4190 CORRIDOR 2000 90 WC 1285 90 SHR/WC 2540 90 DDA 3060 90 ELEC. 690 6860 400 250 (NOM.) STAIR 3 2650 150 FW 4045 FW 4045 265 2650 2650 2650 2650 150 SHAFT DIMENSIONS TBC BY SUBCONTRACTOR 6690 175 PLANT 3835 FW FW APEX FW own 0m REFER TO STRUCTURAL DOCUMENTATION FOR SLAB SET-DOWN DETAILS REFER TO STRUCTURAL DOCUMENTATION FOR SLAB SET-DOWN DETAILS tdown60mm REFER TO STRUCTURAL DOCUMENTATION FOR SLAB SET-DOWN DETAILS FW FW FW e o n 40mm FW e d w 40mm 120 1190 90 705 290 1210 REFER TO STRUCTURAL DOCUMENTATION FOR SLAB SET-DOWN DETAILS REFER TO STRUCTURAL DOCUMENTATION FOR SLAB SET-DOWN DETAILS FLOOR FIN SHES LEGEND TIMBER FLOOR TF EPOXY (COLOUR TBA) CS CERAMIC TILES CT CARPET FINISH CA VINYL FINISH VI RECESSED ENTRY MAT MA1 CONCRETE SEALER CS1 CONCRETE PAVING CP VI2 ANTI STATIC VINYL FINISH TRENCH GRATE REFER TO SERVICES ENGINEERS' DETAILS TG TACTILE INDICATORS TI 0 3 5 8m PROJECT: DATE: SCALE: DRAWN: DRAWING STATUS: © COPYRIGHT Bruce Henderson Architects P/L DRAWING TITLE: REV DATE DESCRIPTION REV DATE DESCRIPTION CON TRU 1. THESE DRAWINGS AND CONFORM DRAWINGS, STANDARDS PLANNING BCA AND BCA SECTION FIRST RATE FIRE ENGINEERING ACOUSTIC DDA REPORT STORM WATER WASTE MANAGEMENT AS1428.1 ARCHITECTURAL SPECIFICATIONS TOWNPLANNING STRUCTURAL CIVIL DRAWINGS SERVICES MECHANICAL, LANDSCAPE FF&E SCHEDULES SIGNAGE WINDOW DOOR SCHEDULES ALL RELEVANT WITH TO THE AND BCA REQUIREMENTS 2. ALL DIMENSIONS, BE VERIFIED WORKS. THE DISCREPANCIES CLARIFICATION 3. THE CONTRACTOR DISCREPANCIES STRUCTURAL DRAWINGS, PROCEEDING DISCREPANCIES AND/OR SUB-CONTRACTORS, MADE TO THE DIRECTION. 4. THE CONTRACTOR ALL TRADES CONSULTANT 5. THE CONTRACTOR TO WALLS FIXTURES, FURNISHING 6. THE CONTRACTOR SERVICES SWITCHES, SPRINKLER CAPPED TYPE. 7. ALL WET 8. ALL WINDOW STRUCTURAL SCHEDULE 9. PROVIDE 10. ALL DOOR CHECKED 11. WINDOWS FABRICATED COMPLY WITH RELEVANT WINDOWS AND SPECIFICATIONS CONTRACTOR/SUB-CONTRACTOR FRAME TYPES, HARDWARE THE WIND ACOUSTIC RELEVANT WINDOWS, SLIDING SCREENS QUALIFIED INTEGRITY TO INCLUDE ELEMENTS PROPOSED SUPPLIED DETAILS ARE MANUFACTURE ARE INDICATIVE 12. ALL WINDOW APPROPRIATELY WATER AND 13. THE CONTRACTOR/SUB-CONTRACTOR AND ALIGN CONSTRUCTION INSITU WALLS AND/OR TILE SUBSTRATES 14. ALL LOUVERS ARCHITECT 15. THE CONTRACTOR STATUTORY ARCHITECTURAL 16. WATERPROOFING ACCORDANCE 17. BALCONY 18. REMOVABLE WHERE THE DOORWAY 19. CONTRACTOR OVERFLOWS BOXES ETC ALL OVERFLOWS 20. PENETRATIONS RATED WALL, ACOUSTICALLY BUILDING 21. ALL DOWNPIPES, PIPES IN GENERAL WALLS, DUCTS, EXTERNALLY PROPOSED CONTRACTOR 22. ALL EXTERNAL WINDOWS BY THE ARCHITECT. POWDERCOATED 23. ALL BALUSTRADES BY A SUITABLY IS TO BE PROVIDED OCCUPANCY ETC. ARE TO BALUSTRADE 24. ALL FLOORING, STRIPS AND -2009 TO 25. LANDINGS, MUST HAVE BELOW WHEN 26. FALL ARREST ROOF ACCESS FALL ARREST Do not scale. Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by the Architect before manufacture. Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. NOTES: CHECKED REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. CONSTRUCTION 08/08/19 BHA GENERAL ARRANGEMENT FLOOR PLAN LEVEL 1 1:200 @ A1 HANGAR 82 ESSENDON FIELDS Checker LEVEL 01 GA PLAN I D20 03 20GENERAL UPDATES E24 03 20GENERAL UPDATES F07 04 20GENERAL UPDATES G21 04 20GENERAL UPDATES H24 04 20GENERAL UPDATES I18 06 20CONSTRUCTION ISSUE J24 07 20GENERAL UPDATES K11 09 20GENERAL UPDATES L19 02 21GENERAL UPDATES J J K L L L L L L L M M M M M M M M MIXEDUSE / INDUSTRIAL CLADDING OF THE SOUTH FACADE STRUCTURE OF THE 1ST FLOOR OFFICES / LOUNGE AREA CD STAGE - LEVEL 1 GA PLAN CD STAGE - LEVEL 1 RCP PLAN CLADDING OF THE NORTH FACADE

12 1. HANGAR 82 GROUND LEVEL - FFL AHD: 74660 GROUND LEVEL - FFL AHD: 74660 LEVEL 01 - SSL AHD: 80340 ROOF LEVEL 2 AHD: 89960 A B C D E F G H HANGAR DOOR LEVEL AHD: 83660 ROOF LEVEL AHD: 88060 G D42 G D33 W09 W08 G W07 G W06 A1 A2 A2 E5b E5 E6 E6 E6 PC01 ME06 ME06 SL01 ME02 ME02 E5 ME02 ME02-1 E1 W01 DP FH FLAT OVERHUNG SOFFIT. REFER TO BUILDING SECTIONS. REFER TO NORTH ELEVATION SOFFIT ALIGNED WITH NORTH FASCIA METAL FENCE WATER METERS D A H D 4 2 W 6 W W0 W H D E D A 3 GREY SOLID LINE DENOTES PRECAST JOINT AS PER PRECAST SHOP DRAWINGS. ME03 GROUND LEVEL - FFL AHD: 74660 ROOF LEVEL 2 AHD: 89960 2 3 4 5 6 7 8 9 1 BOMBARDIER HANGAR EST. 2019 82 ROOF LEVEL AHD: 88060 LEVEL 01 FCL AHD: 83060 L01 W13 L01 W14 L01 W12 L01 W11 L01 W09 L01 W08 G W05 G W04 G W03 G W02 G D25 W10 LEVEL 01 - FFL AHD: 80360 A1 E6 E6 A1 A4 A2 E6 2 -3 A65-01 PC01 ME01 ME09 ME02-1 GL01 PC01 ME04 ME05 ME08 ME01-1 ALUMINIUM ACRYLIC ILLUMINATED SIGNAGE TO FUTURE DETAIL ALUMINIUM ACRYLIC ILLUMINATED SIGNAGE TO FUTURE DETAIL L01 W10 ALUMINIUM SUN LOUVRES WEATHERPROOF VENT LOUVRE WEATHERPROOF VENT LOUVRE WEATHERPROOF VENT LOUVRE WEATHERPROOF VENT LOUVRE WEATHERPROOF VENT LOUVRE WEATHERPROOF VENT LOUVRE WEATHERPROOF VENT LOUVRE E5 E5 W01 13395 3350 T O H O RO O RA D U S FROM GF FFL TO THE INTERSECTION OF ARC & GRID 8 E5b DP E5 SOFFIT ALIGNED WITH ULTRACORE FASCIA. REFER TO EAST ELEVATION FOR EXTENT. 2 L A 7 ME01 ME03 BOTTOM OF ULTRACORE G2 BOXED FASCIA 50MM OFFSET FROM EXTERIOR FFL PRECAST PANEL WITH SELECTED APPLIED RENDER FINISH STRAMIT CORRUGATED CLADDING FIXED IN ACCORDANCE WITH MANUFACTUERS SPECIFICATION BOTTOM OF PERFORATED METAL SCREEN 50MM OFFSET FROM EXTERIOR FFL, AS PER A61-01 ARCHITECTURAL DRAWING GREY SOLID LINE DENOTES PRECAST JOINT AS PER PRECAST SHOP DRAWINGS. EQ EQ EQ ALIGN HORIZONTAL ULTRACORE JOINTS WITH WINDOW SILL HEAD ALIGN TOP & BOTTOM JOINTS ALIGN ALL VERTICAL ULTRACORE JOINTS WITH WINDOWS MULLIONS. MITERED ULTRACORE JOINT GROUND LEVEL - FFL AHD: 74660 ROOF LEVEL 2 AHD: 89960 2 3 4 5 6 7 8 9 1 HANGAR DOOR LEVEL AHD: 83660 ROOF LEVEL AHD: 88060 BOMBARDIER HANGAR EST. 2019 82 A1 E6 E6 ME07 ME08 ALUMINIUM + ACRYLIC ILLUMINATED SIGNAGE TO FUTURE DETAIL ALUMINIUM ACRYLIC ILLUMINATED SIGNAGE TO FUTURE DETAIL ME02 E5 9000 E5 10670 3670 TOP OF ROOF SHEET FROM HIGHEST POINT TO GF FFL 12470 T O T H O F R O U S 2 ME01 EQ EQ EQ EQ 2050 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 10001000 BLUE LINES DENOTE PROPOSED ULTRACORE JOINTS GROUND LEVEL - FFL AHD: 74660 LEVEL 01 - SSL AHD: 80340 AHD 74660 ROOF LEVEL 2 AHD: 89960 A B C D E F G H ROOF LEVEL AHD: 88060 LEVEL 01 FCL AHD: 83060 G D02 G D01 - FFL E6 E6 E6 ME06 SL01 ME06 ME09 ME09 CONCEALED BOX GUTTER STRAMIT SPEED DECK WITH FARLAP ROOF LAP JOINT SYSTEM STRAMIT CORRUGATED CLADDING ME02 ME02 E1 ME02-1 A5 E2 BLUE DENOTES OUTLINE OF PRECAST BEHIND CLADDING E5b ME05 E X T E R N A L F I N I S H E S Y B 0 E P N PRECAST CONCRETE WALL WITH SELECTED ACRYLIC RENDER FINISH 'QUICKCOTE' LIGHT GREY -ACRYLIC PAINT FINISH TO EAST SIDE ONLY ME STRAMIT CORRUGATED CLADDING COLOUR 'MONUMENT' M 02 NON-COMBUSTIBLE ULTRACORE G2 ALUMINIUM FASCIA CLADDING COLOUR 'CLEAN WHITE'. M 03 STRAMIT CORRUGATED SCREEN COLOUR 'MONUMENT' M 04 PERFORATED METAL SCREEN GALVANIZED & SELECTED POWDERCOATED FINISH COLOUR 'MONUMENT OR SIMILAR' M 05 POWDERCOATED ROLLER SHUTTER DOOR -COLOUR 'MONUMENT OR SIMILAR' M 06 CURVED STRAMIT SPEED DECK ULTRA CONCEALED FIXED DECKING WITH STRAMIT FARLAP ROOF LAP JOINT SYSTEM -COLOUR 'SURFMIST' M 07 HANGAR DOORS STRAMIT CORRUGATED CLADDING COLOUR 'SURFMIST' M 08 METAL FENCE -COLOUR 'MONUMENT OR SIMILAR' G 0 TINTED GLAZING -LIGHT GREY TO ESD REQUIREMENTS S 0 STRUCTURAL EXPOSED STEEL PAINT FINISH -COLOUR 'SHALE GREY' S 0 DOUBLE-WALLED POLYCARBONATE SKY LIGHT SYSTEM AS PER MANUFACTURER DETAILS S T E E L W O R K M 02NON-COMBUSTIBLE ULTRACORE G2 ALUMINIUM FASCIA CLADDING COLOUR 'GOLD METALLIC'. OR SIMILAR APROVED MESUNEX SUN LOUVRE SYSTEM -KEL004 LOUVRE BLADES -COLOUR POWDER COAT BLACK. OR SIMILAR APROVED M 09 STRAMIT CORRUGATED CLADDING -COLOUR 'SURFMIST' W0 WINDOW FRAMES ALUMINIUM POWDERCOAT -COLOUR CHARCOAL OR APROVED SIMILAR 8m PROJECT: DATE: SCALE: DRAWN: DRAWING STATUS: © COPYRIGHT Bruce Henderson Architects P/L DRAWING TITLE: REV DATE DESCRIPTION REVDATE DESCRIPTION ON T 1. THESE AND CONFORM DRAWINGS, STANDARDS PLANNING BCA AND BCA SECTION FIRST FIRE ENGINEERING ACOUSTIC DDA REPORT STORM WASTE AS1428.1 ARCHITECTURAL SPECIFICATIONS TOWNPLANNING STRUCTURAL CIVIL SERVICES MECHANICAL, LANDSCAPE FF&E SIGNAGE WINDOW DOOR ALL RELEVANT WITH TO AND BCA 2. ALL DIMENSIONS, BE VERIFIED WORKS. DISCREPANCIES CLARIFICATION 3. THE DISCREPANCIES STRUCTURAL DRAWINGS, PROCEEDING DISCREPANCIES AND/OR MADE TO DIRECTION. 4. THE ALL TRADES CONSULTANT 5. THE TO WALLS FIXTURES, FURNISHING 6. THE SERVICES SWITCHES, SPRINKLER CAPPED 7. ALL WET 8. ALL WINDOW STRUCTURAL SCHEDULE 9. PROVIDE 10. ALL CHECKED 11. WINDOWS FABRICATED COMPLY RELEVANT WINDOWS AND SPECIFICATIONS CONTRACTOR/SUB-CONTRACTOR FRAME HARDWARE THE WIND ACOUSTIC RELEVANT WINDOWS, SLIDING QUALIFIED INTEGRITY TO INCLUDE ELEMENTS PROPOSED SUPPLIED DETAILS MANUFACTURE ARE INDICATIVE 12. ALL APPROPRIATELY WATER 13. THE AND ALIGN CONSTRUCTION INSITU AND/OR SUBSTRATES 14. ALL ARCHITECT 15. THE STATUTORY ARCHITECTURAL 16. WATERPROOFING ACCORDANCE 17. BALCONY 18. REMOVABLE WHERE DOORWAY 19. CONTRACTOR OVERFLOWS BOXES ALL OVERFLOWS 20. PENETRATIONS RATED ACOUSTICALLY BUILDING 21. ALL PIPES IN WALLS, EXTERNALLY PROPOSED CONTRACTOR 22. ALL WINDOWS BY THE POWDERCOATED 23. ALL BY A SUITABLY IS TO BE OCCUPANCY ETC. ARE BALUSTRADE 24. ALL STRIPS -2009 TO 25. LANDINGS, MUST HAVE BELOW 26. FALL ROOF ACCESS FALL ARREST Do not scale. Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by the Architect before manufacture. Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. NOTES: CHECKED REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT CONSTRUCTION 08/08/19 BHA ELEVATIONS 1:200 @ A1 HANGAR 82 ESSENDON FIELDS Checker EAST ELEVATION NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION ROOF LIGHTS INSTALLED AS PER MANUFACTURERS SPECIFICATION CURVED STRAMIT SPEED DECK ULTRA CONCEALED FIXED DECKING WITH STRAMIT FARLAP ROOF LAP JOINT SYSTEM INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS ULTRACORE G2 FIXED IN ACCORDANCE WITH MANUFACTUERS SPECIFICATION PROVIDE ROOF SHEETING CHANNEL STOP END OVER OPENINGS WITH SIDE DRAINAGE ROOF LIGHTS INSTALLED AS PER MANUFACTURERS SPECIFICATION ULTRACORE G2 AL. BOXED FASCIA FIXED IN ACCORDANCE WITH MANUFACTUERS SPECIFICATION ULTRACORE G2 AL. BOXED FASCIA FIXED IN ACCORDANCE WITH MANUFACTUERS SPECIFICATION ULTRACORE G2 AL. BOXED FASCIA BEYOND FIXED IN ACCORDANCE WITH MANUFACTUERS SPECIFICATION STRAMIT CORRUGATED CLADDING FIXED IN ACCORDANCE WITH MANUFACTUERS SPECIFICATION PERFORATED METAL SCREEN WITH 50% OPENINGS WITH POWDERCOATED FINISH AS SCHEDULED REFER DRG.A65-01 STRAMIT CORRUGATED CLADDING FIXED IN ACCORDANCE WITH MANUFACTUERS SPECIFICATION STRAMIT CORRUGATED CLADDING FIXED IN ACCORDANCE WITH MANUFACTUERS SPECIFICATION VERTICAL METAL CLAD FENCING & GATES TO FUTURE DETAIL PRECAST PANEL WALL REFER STRUCTURAL ENGINEERS DETAILS STRAMIT CORRUGATED CLADDING PLANT AREA SCREEN REFER DRG.A33-01 DETAIL5 REINSTATE FENCES TO FUTURE DETAIL EXTENT TBD SLIDING HANGER DOORS WITH STRAMIT CORRUGATED CLADDING REINSTATE FENCES TO FUTURE DETAIL -EXTENT TBD CURVED STRAMIT SPEED DECK ULTRA CONCEALED FIXED DECKING WITH STRAMIT FARLAP ROOF LAP JOINT SYSTEM INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS STRAMIT CORRUGATED CLADDING REINSTATE FENCES TO FUTURE DETAIL -EXTENT TBD STRAMIT CORRUGATED CLADDING CONTINUED DOWN THE WEST ELEVATION CURVED STRAMIT SPEED DECK ULTRA CONCEALED FIXED DECKING WITH STRAMIT FARLAP ROOF LAP JOINT SYSTEM INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS CURVED STRAMIT SPEED DECK ULTRA CONCEALED FIXED DECKING WITH STRAMIT FARLAP ROOF LAP JOINT SYSTEM INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS J K K F07 04 20GENERAL UPDATES G21 04 20GENERAL UPDATES H18 06 20CONSTRUCTION ISSUE I11 09 20GENERAL UPDATES J16 10 20GENERAL UPDATES K16 12 20ROOF ARC SET OUT L19 02 21GENERAL UPDATES M26 03 21GENERAL UPDATES N30 04 21GENERAL UPDATES L M M M M M M M N N N N N N N N N N N ONHOLD P P P P P P P P P ARTIST’S IMPRESSION OF SOUTH FACADE RENDERED AERIAL VIEW WITHIN THE FRAME OF FLIGHT SIMULATION

13 400 200 5560 450 200 2400 PARTS WAREHOUSE OPEN OFFICE SPACE PERFORATED METAL SCREEN WITH 50% OPENINGS. CONCEALED FIXINGS WITH CONSTRUCTION ADHESIVE 3M VHT DOUBLE SIDED TAPE & MECHANICAL FIXINGS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION & 3M MANUFACTURES SPECIFICATIONS RECOMMENDATIONS. REFER TO ARCHITECTURAL DRAWING A65.01 FOR ADDITIONAL DETAILS & INFORMATION CURVED STRAMIT SPEED DECK ULTRA CONCEALED FIXED DECKING WITH STRAMIT FARLAP ROOF LAP JOINT SYSTEM ON 200 DEEP PURLINS @ 900 CTS OVER TRUSSES, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION FIXED IN ACCORDANCE W/-MANUFACTURES SPECIFICATIONS. SUSPENDED PLASTERBOARD CEILING WITH BULK INSULATION REFER TO INTERIOR DESIGN FF&E SCHEDULE, IN CONJUNCTION WITH ENERGY RATING REPORT. 360 UB COLUMN REFER TO STRUCTURAL ENGINEERS DOCUMENTATION WITH SELECTED PAINT FINISH. LEVEL GF RL ± 0.00 U/SIDE SLAB RL +5.56 TRUSS LEVEL RL +9.50 700 NON-COMBUSTIBLE 'ULTRACORE G2' OR EQUIVALENT FOLDED ALUMINUM PANEL BOXED OUT FASCIA FIXED TO TOP HATS AS REQUIRED & STEEL STRUCTURE AS PER STRUCTURAL ENGINEERS DOCUMENTATION. REFER ELEVATIONS DRG.A31-01 & FINISHES LEGEND (E6) ALL CAPPING & FLASHING FINISH TO MATCH ADJACENT ROOF & BOXED FASCIA, COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATION FINISHES LEGEND. STEEL STRUCTURE, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. ALL CAPPING & FLASHING FINISH TO MATCH ADJACENT CUSTOM-ORB, COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATION FINISHES LEGEND. POWDERCOAT ALUMINIUM FRAMED WINDOWS WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND & ARCHITECTURAL WINDOW SCHEDULE. 150mm PRECAST CONCRETE PANEL WITH SELECTED ACRYLIC RENDER FINISH AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. REINSTATE EXISTING FOOTPATH AS PER COUNCIL REQUIREMENTS EXISTING FALLS & LEVELS STRUCTURAL CONCRETE SLAB REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION. FLOOR FINISH AS PER INTERIOR DESIGN DOCUMENTATION REFER TO FF&E SCHEDULE. A65.01 A FALL NOTE: GENERALLY EDGE OF SLAB BEYOND PRECAST WALL TO FALL AWAY FROM BUILDING PROVIDE WATER STOP BETWEEN PRECAST WALL & SLAB NOTE: PROVIDE THERMAL & ACOUSTIC INSULATION TO ALL OFFICE AMENITY SPACES AS PER ESD CONSULTANT REQUIREMENTS 2700 E3 E6 E1 A2 SUNEX® SUN LOUVRE SYSTEM KEL004 OR APROVED SIMILAR LOUVRE BLADES FIXED THROUGH TO TOP HATS BEHIND FLUSH JOINTED 12MM EXOTEC COMPRESSED SHEET CLADDING AS PER SHEET MANUFACTURERS REQUIREMENTS REFER ELEVATIONS DRG.A31-01 & FINISHES LEGEND LEVEL 1- FFL RL +5.70 A STRUCTURAL CONCRETE SLAB REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION. 28 INTERNAL EXTERNAL PLASTERBOARD WALL FOIL BOARD LINING TO MEET ENERGY EFFICIENCY REQUIREMENTS. MOISTURE RESISTANT PLASTERBOARD TANKED TO RECEIVE SELECTED FINISH TO WET AREAS WHERE APPLICABLE, REFER TO ARCHITECTURAL WALL TYPE DRAWING. REINSTATE EXISTING FOOTPATH AS PER COUNCIL REQUIREMENTS & EXISTING FALLS & LEVELS NON-COMBUSTIBLE 'ULTRACORE G2' OR EQUIVALENT FOLDED ALUMINUM PANEL BOXED OUT FACADE BOTTOM FASCIA FIXED TO METAL STRUCTURE & FIXED BACK TO PRECAST PANEL AS PER STRUCTURAL ENGINEERS DOCUMENTATION. FINISH AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. 1000 450 200 150 380 COLORBOND CUSTOM-ORB FIXED TO TOP HATS AS REQUIRED OVER C 200 GIRTS, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION & FIXED AS PER MANUFACTURES SPECIFICATIONS. 150mm PRECAST CONCRETE PANEL REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. SUSPENDED PLASTERBOARD CEILING TYPE & FINISH, REFER TO INTERIOR DESIGN FF&E SCHEDULE. FLOOR FINISH OVER CONCRETE SLAB AS PER INTERIOR DESIGN DOCUMENTATION, REFER TO INTERIOR DESIGN FF&E SCHEDULE. WC/SHOWER EXTERIOR E6 E5 A4 150mm PRECAST CONCRETE PANEL WITH RENDER FINISH AS SPECIFIED, REFER TO ARCHITECTURAL FINISHES LEGEND. 360 UB COLUMN REFER TO STRUCTURAL ENGINEERS DOCUMENTATION WITH SELECTED PAINT FINISH. STRUCTURAL CONCRETE SLAB REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION. POWDERCOAT ALUMINIUM FRAMED WINDOWS WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND & ARCHITECTURAL WINDOW SCHEDULE. COLORBOND CUSTOM-ORB FIXED TO TOP HATS AS REQUIRED OVER C 200 GIRTS, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION FIXED AS PER MANUFACTURES SPECIFICATIONS. ALL FLASHING FINISH TO MATCH ADJACENT CUSTOM-ORB COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATION FINISHES LEGEND. 250 200 PERFORATED METAL SCREEN BEYOND WITH 50% OPENINGS. POWDER COATED FINISH, REFER TO ARCHITECTURAL DRAWING A65.01 PERFORATED METAL SCREEN BEYOND WITH 50% OPENINGS. POWDER COATED FINISH, REFER TO ARCHITECTURAL DRAWING A65.01 450 OFFICE CEILING VOID E5 A1 EXTERIOR POWDERCOAT ALUMINIUM FRAMED WINDOWS WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND & ARCHITECTURAL WINDOW SCHEDULE. 200 SHS STRUCTURAL BEAM, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION STEEL STRUCTURE, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION 460 UB COLUMN REFER TO STRUCTURAL ENGINEERS DOCUMENTATION WITH SELECTED PAINT FINISH REFER FF& SCHEDULE SUSPENDED PLASTERBOARD CEILING TYPE & FINISH, REFER TO INTERIOR DESIGN FF&E SCHEDULE. 360 UB COLUMN REFER TO STRUCTURAL ENGINEERS DOCUMENTATION 250 150 400 200 OFFICE CEILING VOID EXTERIOR E3 SUNEX® SUN LOUVRE SYSTEM KEL004 OR APROVED SIMILAR LOUVRE BLADES FIXED THROUGH TO TOP HATS BEHIND FLUSH JOINTED 12MM EXOTEC COMPRESSED SHEET CLADDING AS PER SHEET MANUFACTURERS REQUIREMENTS COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. PLASTERBOARD TO PELMET 400 CURVED STRAMIT SPEED DECK ULTRA CONCEALED FIXED DECKING WITH STRAMIT FARLAP ROOF LAP JOINT SYSTEM ON 200 DEEP PURLINS @ 900 CTS OVER TRUSSES, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION FIXED IN ACCORDANCE W/-MANUFACTURES SPECIFICATIONS. 360 UB COLUMN REFER TO STRUCTURAL ENGINEERS DOCUMENTATION WITH SELECTED PAINT FINISH. 310 UB TIE BEAM REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 1.5% FALL 700 NON-COMBUSTIBLE 'ULTRACORE G2' OR EQUIVALENT FOLDED ALUMINUM PANEL BOXED OUT FASCIA FIXED TO TOP HATS AS REQUIRED & STEEL STRUCTURE AS PER STRUCTURAL ENGINEERS DOCUMENTATION. COLOUR AS SPECIFIED, REFER ELEVATIONS DRG.A31-01 & FINISHES LEGEND (E6) ALL CAPPING & FLASHING FINISH TO MATCH ADJACENT ROOF & BOXED FASCIA, COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATION FINISHES LEGEND. STEEL STRUCTURE, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION FOR ALL STEELWORK & CONNECTION DETAILS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 200 ROOF TRUSS VOID E6 E1 E3 EXTERIOR SUNEX® SUN LOUVRE SYSTEM KEL004 OR APROVED SIMILAR LOUVRE BLADES FIXED THROUGH TO TOP HATS BEHIND FLUSH JOINTED 12MM EXOTEC COMPRESSED SHEET CLADDING AS PER SHEET MANUFACTURERS REQUIREMENTS REFER ELEVATIONS DRG.A31-01 & FINISHES LEGEND NOM 1.5% FALL FLOORING& SKIRTING AS PER INTERIOR DESIGN FF&E SCHEDULE, OVER CONCRETE SLAB TO ENGINEERS DESIGN. NON-COMBUSTIBLE 'ULTRACORE G2' OR EQUIVALENT FOLDED ALUMINUM PANEL BOXED OUT ENTRY CANOPY FIXED TO STEEL STRUCTURE AS PER STRUCTURAL ENGINEERS DOCUMENTATION. COLOUR AS SPECIFIED, REFER ELEVATIONS DRG.A31-01 & FINISHES LEGEND (E6) ALL CAPPING & FLASHING FINISH TO MATCH ADJACENT BOXED FASCIA, COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATION FINISHES LEGEND. POWDERCOAT ALUMINIUM FRAMED WINDOWS WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND ARCHITECTURAL WINDOW SCHEDULE. 3000 200 POWDERCOAT ALUMINIUM FRAMED ENTRY DOORS & WINDOWS WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND & WINDOW SCHEDULE. PLASTERBOARD CEILING FIXED TO TOP HATS AS REQUIRED. PERFORATED METAL SCREEN BEYOND WITH 50% OPENINGS. POWDER COATED FINISH, REFER TO ARCHITECTURAL DRAWING A65.01 PROVIDE DRIP REBATE TO UNDERSIDE 150MM MAX. FROM CLADDING EDGE RECEPTION ENTRY EXTERIOR E6 E6 W10 G L01 W12 150mm PRECAST CONCRETE PANEL REFER TO STRUCTURAL ENGINEERS DOCUMENTATION 460 UB COLUMN REFER TO STRUCTURAL ENGINEERS DOCUMENTATION WITH SELECTED PAINT FINISH. STRUCTURAL CONCRETE SLAB REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION. OFFICE A1 HANGAR PARTS WAREHOUSE STORAGE POWDERCOAT ALUMINIUM FRAMED FIXED WINDOW. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND & ARCHITECTURAL WINDOW SCHEDULE. STEEL STRUCTURE, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION E7 A33.02 D6 306 150mm PRECAST CONCRETE PANEL REFER TO STRUCTURAL ENGINEERS DOCUMENTATION OFFICE A1 HANGAR PARTS WAREHOUSE STORAGE 306 E7 DETAIL 1 SCALE 1:20 D1 A33-01 DETAIL 2 SCALE 1:20 D2 A33-01 DETAIL 3 SCALE 1:20 D3 A33-01 DETAIL 4 SCALE 1:20 D4 A33-01 DETAIL 5 SCALE 1:20 D5 A33-01 WALL SECTION A SCALE 1:50 A A33-01 NOTES: Do not scale. the Architect before manufacture. C THE COPYRIGHT HOLDER. - COPYRIGHT CHECKED OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. BHA 0.1 0.2 0.3 0.4 T1 06 09 19 ISSUE FOR TENDER DETAILS 1:50/1:100 FACADE SECTION F A33-02 BHA T2 18 09 19 FIRE RATED WALLS & CEILINGS T3 26 09 19 UPDATED TENDER DRAWINGS T4 01 11 19 UPDATED DEMOLITION PLAN & ROOFING A 13 03 20 GENERAL UPDATES B 17 03 20 GENERAL UPDATES E C 03 04 20 GENERAL UPDATES D 18 06 20 CONSTRUCTION ISSUE WALL SECTION B SCALE 1:20 B A32-01 DETAIL 6 SCALE 1:10 D6 A33-02 E E E 11 09 20 GENERAL UPDATES F 19 02 21 GENERAL UPDATES F F F F F MIXEDUSE / INDUSTRIAL INDICATIVE CONSTRUCTION DETAILS

14 1. HANGAR 82 A70-03 2 A70-03 A70-03 4 7145 2000 590 3635 6500 600 825 550 OPEN UNDER EVEL F N SHES PLAN - CUSTOMER SERV CE LOUNGE 50 1200 30 FEATURE 30X75MM PLYWOOD COATED BATTENS FEATURE IN-SET RUG FEATURE IN-SET RUG 25 300 CA3 TF1 CA1 2435 2435 75 SIGNAGE 1690 TV PP2 PP2 OPEN SHELVING L4 UNDER BENCH ELEVAT ON 2 - CUSTOMER LOUNGE 50 100MM HIGH MDF SKIRT 5000 75 2850 50 SIGNAGE ACRYLIC ALUMINIUM SIGNAGE BY OTHERS. APROX. 2000X 800MM TO FUTURE DETAIL DD1 REF4 REF1 REF1 CF1 MW1 WB1 885 SIGNAGE 2000 885 1200 PT1 L4 ME2 L4 FIXED FIXED FIXED FIXED FIXED FIXED PP2 PP2 PT1 T1 100MM HIGH MDF SKIRT 30MM FINGER PULL CHANNEL L4 L4 L4 L4 L4 L4 L4 L4 LED1 ELEVAT ON 3- CUSTOMER LOUNGE 1 50 100MM HIGH MDF SKIRT CORRIDOR OPEN THRU 100MM HIGH MDF SKIRT PT1 PT2 PT2 PP2 1690 TV EQ 1375 EQ 1375 NOM 75" TELEVISION L4 L4 PT1 2815 940 OPEN THRU PAINT BEHIND FIXED PANEL L4 L4 L4 L4 FIXED PANEL L4 L4 940 L4 FIXED PANEL L4 L4 L4 L4 940 L4 L4 L4 OPEN THRU PAINT BEHIND L4 T1 2080 ELEVAT ON 4- CUSTOMER LOUNGE 30X75MM PLYWOOD PT1 100 30 T1 T1 GL1 RCP - CUSTOMER LOUNGE 50 30X75MM PLYWOOD COATED BATTENS TO FEATURE CEILING SET-OUT 130MM CENTRE TO CENTRE SUSPENDED ACOUSTIC CEILING LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED1 LED1 LED3 LED3 LED3 LED3 1590 2300 2890 2440 2835 2760 CENTRE LED1 OVER ISLAND 745 1255 1255 745 CENTRE LED1 OVER ISLAND -2700 C4 -2700 C4 -2700 C5 -2400 C2 -2400 C2 -2400 C2 -2700 C4 -2400 C2 -2400 C2 -2400 C2 -2850 T1 CE L NG F N SHES LE PLASTERBOARD CEILING C1 PLASTERBOARD CEILING SUSPENDED TIMBER T1 SUSPENDED ACOUSTIC PLASTERBOARD CEILING C3 600 X 600 ACOUSTIC C4 O THIS DRAWING TO BE READ IN CONJUCTION WITH THE 0.1 0.2 0.3 0.4m PROJECT: © COPYRIGHT Bruce Henderson Architects P/L DRAWING TITLE: REV DATE DESCRIPTION REV DATE DESCRIPTION Do not scale. Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by the Architect before manufacture. Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. NOTES: CHECKED REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. LEVEL 1 -CUSTOMER LOUNGE HANGAR 82 ESSENDON FIELDS Checker F F T106 09 19ISSUE FOR TENDER T218 09 19FIRE RATED WALLS & CEILINGS T326 09 19UPDATED TENDER DRAWINGS T401 11 19UPDATED DEMOLITION PLAN & ROOFING A13 03 20GENERAL UPDATES B17 03 20GENERAL UPDATES C20 03 20GENERAL UPDATES D24 03 20GENERAL UPDATES E24 04 20GENERAL UPDATES F18 06 20CONSTRUCTION ISSUE A70-03 3635 6500 600 825 1600 LEVEL 1 F N SHES PLAN - CUSTOMER SERV CE LOUNGE 1 50 30 FEATURE PLYWOOD COATED BATTENS FEATURE IN-SET RUG 25 300 TF1 CA1 2435 SIGNAGE 1690 EQ EQ TV 65 ELEVAT ON 2 - CUSTOMER LOUNGE 50 100MM HIGH MDF SKIRT 5000 SIGNAGE ACRYLIC ALUMINIUM SIGNAGE BY OTHERS. APROX. 2000X 800MM TO FUTURE DETAIL DD1 REF1 REF1 CF1 MW1 WB1 KM1 ZIP1 S1 885 SIGNAGE 2000 885 PT1 L4 ME2 L4 FIXED FIXED FIXED FIXED FIXED FIXED PP2 PP2 PT1 T1 100MM HIGH MDF SKIRT 30MM FINGER PULL CHANNEL L4 L4 L4 L4 L4 L4 L4 L4 LED1 ELEVAT ON 3- CUSTOMER LOUNGE 50 100MM HIGH MDF SKIRT CORRIDOR OPEN THRU 100MM HIGH MDF SKIRT 100 2730 PT1 PT2 PT2 PP2 1690 TV EQ 1375 EQ 1375 NOM 75" TELEVISION L4 L4 PT1 20 2815 940 OPEN THRU PAINT BEHIND FIXED PANEL L4 L4 L4 L4 PANEL L4 L4 940 890 L4 FIXED PANEL L4 L4 L4 L4 940 890 L4 L4 L4 OPEN THRU PAINT L4 T1 2850 ELEVAT ON 4- CUSTOMER LOUNGE 100MM HIGH MDF SKIRT 100 30X75MM PLYWOOD COATED BATTENS PT1 100 30 T1 T1 GL1 75 RCP - CUSTOMER LOUNGE 1 50 SUSPENDED ACOUSTIC CEILING LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED3 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED2 LED3 LED3 LED3 LED3 LED3 LED3 LED3 2835 2760 CENTRE LED1 OVER ISLAND -2700 C4 -2700 C4 -2700 C5 -2850 T1 CE C2 T1 C5 C3 0 0.1 0.2 0.3 0.4m PROJECT: © COPYRIGHT Bruce Henderson Architects P/L DRAWING TITLE: REV DATE DESCRIPTION REV DATE DESCRIPTION Do not scale. Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by the Architect before manufacture. Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. NOTES: CHECKED REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. LEVEL 1 -CUSTOMER HANGAR 82 ESSENDON FIELDS Checker F T106 09 19ISSUE FOR TENDER T218 09 19FIRE RATED WALLS & CEILINGS T326 09 19UPDATED TENDER DRAWINGS T401 11 19UPDATED DEMOLITION PLAN & ROOFING A13 03 20GENERAL UPDATES B17 03 20GENERAL UPDATES C20 03 20GENERAL UPDATES D24 03 20GENERAL UPDATES E24 04 20GENERAL UPDATES F18 06 20CONSTRUCTION ISSUE 10 9 8 7 6 5 4 3 2 1 20 19 18 17 16 15 14 13 12 11 30 29 28 27 26 25 24 23 22 21 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 11 12 13 14 15 16 17 18 19 20 B LEVEL 01 FCL AHD: 83060 STEEL STAIR WITH STEEL FLOOR PLATE TREADS AND LANDING TO AS 1428.1 -2009, REFER TO STRUCTURAL DRAWINGS AND DETAILS. A42-02 175 50 50 175 200 0 1200 200 1200 175 50 50 1025 50 250 50 1025 50 2600 9 A42-02 175 50 175 175 175 2600 200 50 50 CLEAR 1025 50 250 50 CLEAR 1025 50 50 1200 200 1200 3 B T 6 0 0 3 0 0 1 7 5 M N L F T D E P T H 1 9 0 0 1 7 5 S T A R W D T H 1 3 0 0 1 7 5 1 5 6 A42-02 4950 LIFT 1 9 0 0 2000 ELECTRONIC SERVICES UNDER STAIR G D20 30 m² ENTRANCE LOBBY TF LANDING 1300 10 RISERS @190 2250 LANDING 1400 2 9 0 L A N D N G 1 3 0 0 1 0 R I S E R S @ 1 9 0 2 2 5 0 H R E X T 6 0 0 1 0 R I S E R S @ 1 9 0 2 2 5 0 L A N D N G 1 3 0 0 2 9 0 TI 200 STAIR WIDTH 1300 175 MIN LIFT WIDTH 2000 175 STAIR WIDTH 1300 175 PROVIDE TACTILES IN ACCORDANCE AS1428.1-2009 B 2 9 0 S T A R W D T H 1 3 0 0 1 7 5 M N L F T D E P T H 1 9 0 0 7 5 6 A42-02 175 MIN LIFT WIDTH 2000 175 STAIR WIDTH 1300 200 LIFT TIMBER LANDING 2 9 0 L A N D I N G 1 3 0 0 1 0 R S E R S @ 9 0 2 2 5 0 3 0 0 T I 6 0 0 PROVIDE TACTILES IN ACCORDANCE AS1428.1-2009 TI TF AHD 80.360 GROUND LEVEL - FFL AHD: 74660 AHD 74660 B LEVEL 01 FCL AHD: 83060 3 6 0 0 50mm WIDE HANDRAIL AT 900mm HIGH AT LANDING AND 900mm ABOVE STAIR TREADS ALL ELEMENTS TO COMPLY WITH BCA REQUIREMENT STEEL STRUCTURE STAIR WITH TIMBER TREADS AND LANDING, REFER TO STRUCTURAL DRAWINGS AND DETAILS. WHITE WASH WOOD FLOORING AS PER INTERIOR DESIGN FF&E SCHEDULE, OVER CONCRETE SLAB TO ENGINEERS DESIGN SUSPENDED PLASTERBOARD CEILING REFER TO RCP PLANS & INTERIOR DESIGN FF&E SCHEDULE. LANDING LEVEL CONCRETE SLAB WITH TIMBER FLOORING, REFER TO STRUCTURAL DRAWINGS ELECTRONIC SERVICES ROOM SUSPENDED PLASTERBOARD CEILING REFER TO ARCHITECTURAL RCP DRAWINGS. G D20 UNDERSIDE OF SLAB SOFFIT BEYOND BACK OF STAIR (UNDERSIDE RISERS BEYOND LIFT SHAFT BEYOND LEVEL 01 - FFL AHD: 80360 LEVEL 01 - FFL AHD: 80360 ACCESS DOOR UNDER STAIR 5 7 0 0 1 0 E Q R S E R S @ 9 0 1 9 0 0 1 0 E Q R S E R S @ 9 0 1 9 0 0 1 0 E Q R S E R S @ 9 0 1 9 0 0 3 6 8 0 REBATE NOSING STRIP WITH P3 SLIP RATING & CONTRASTING COLOR 2 7 0 0 1 50 A21-01 STAIR 2 PLAN-GF 4 1 50 A21-02 STAIR 2 PLAN -LEVEL 1 5 1 50 A42-02 STAIR 2-SECTION 6 C C C C D D D D A70-03 A70-03 A70-03 4 7145 2000 590 3635 6500 600 230 5000 30 750 1600 1000 OPEN UNDER LEVEL F N SHES PLAN - CUSTOMER SERV CE LOUNGE 50 1200 30 FEATURE 30X75MM PLYWOOD COATED BATTENS FEATURE IN-SET RUG FEATURE IN-SET RUG 25 CA3 TF1 CA1 2435 2435 75 2000 885 SIGNAGE TV 2800 TV 200 940 3740 65 885 PP2 PP2 OPEN SHELVING L4 UNDER BENCH 85 2945 E EVAT ON 2 - CUSTOMER LOUNGE 1 50 100MM HIGH MDF SKIRT 50 30 5000 SIGNAGE ACRYLIC & ALUMINIUM SIGNAGE BY OTHERS. APROX. 2000X 800MM TO FUTURE DETAIL DD1 REF4 CF1 MW1 WB1 KM1 ZIP1 S1 885 SIGNAGE 2000 885 PT1 L4 ME2 L4 FIXED FIXED FIXED FIXED FIXED PP2 PP2 PT1 T1 100MM HIGH MDF SKIRT 30MM FINGER PULL CHANNEL L4 L4 L4 L4 L4 L4 L4 L4 LED1 ELEVAT ON 3- C 50 PT1 L4 940 890 L4 L4 L4 PAINT BEHIND L4 2975 ELEVAT ON 4- CUSTOMER LOUNGE 100MM HIGH MDF SKIRT 30X75MM PLYWOOD COATED BATTENS PT1 100 30 T1 T1 GL1 RCP - CUSTO 50 LED3 LED3 LED3 LED3 LED3 LED3 LED3 1590 © COPYRIGHT Bruce Henderson Architects P/L REV DATE DESCRIPTION Do not scale. Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by the Architect before manufacture. Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. NOTES: CHECKED REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF THE COPYRIGHT HOLDER. Checker F F T106 09 19ISSUE FOR TENDER T218 09 19FIRE RATED WALLS & CEILINGS T326 09 19UPDATED TENDER DRAWINGS T401 11 19UPDATED DEMOLITION PLAN & ROOFING A13 03 20GENERAL UPDATES B17 03 20GENERAL UPDATES C20 03 20GENERAL UPDATES D24 03 20GENERAL UPDATES E24 04 20GENERAL UPDATES F18 06 20CONSTRUCTION ISSUE ARTIST’S IMPRESSION OF CUSTOMER’S LOUNGE AREA INDICATIVE FURNITURE & FINISHES FLOOR PLAN INDICATIVE STAIR TECHNICAL DRAWINGS INDICATIVE JOINERY ELEVATIONS

15 LEVEL GF RL 0.00 TOP OF SCREEN RL +9.00 LEVEL SFL RL +5.70 5500 200 2700 600 8700 4800 4050 570 2800 1400 1400 2700 450 PERFORATED METAL SCREEN WITH 50% OPENINGS. M 10X30MM TAPTITE THREAD FORMING SCREW HEX HD AT 400MM CENTRES AS REQUIRED. REFER TO STRUCTURAL ENGINEERS DRAWINGS AND DETAILS AND MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS. FINISH TO BE SEL. POWDER COATED, REFER TO ARCHITECTURAL FINISHES LEGEND, POWDER COATED ALUMINIUM FRAME TO MATCH, REFER TO MANUFACTURE DOCUMENTATION HEAVY GAUGE COLORBOND CAPPING AND FLASHING CARRIED DOWN EACH SIDE FINISH COLOUR TO MATCH ADJACENT SUN LOUVRE CL CL CL CL CL 30 CL POWDERCOAT ALUMINIUM FRAMED WINDOWS WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. NOTE: FOR ALL PERFORATED SCREEN STRUCTURAL ELEMENTS, MEMBER SIZE FIXING REQUIREMENTS REFER TO STRUCTURAL ENGINEERS DRAWINGS AND DETAILS 2600mm HIGH 'BOMBARDIER' SIGNAGE WITH LED BACK LIGHTING TO FUTURE ARCHITECTURAL DETAIL. 2600 BOMBARDIER SIGNAGE 2000 SIGNAGE BOTTOM 200MM TH STRUCTURAL CONCRETE SLAB,REFER STRUCTURAL ENGINEER'S DOCUMENTATION 150mm PRECAST CONCRETE PANEL WITH RENDER FINISH AS SPECIFIED, REFER TO ARCHITECTURAL FINISHES LEGEND. INSULATION TO OFFICE SPACES TO MEET ENERGY EFFICIENCY REQUIREMENTS. METAL TRUSS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION 4 6 A65-02 PERFORATED SCREEN TO BE 50MM MIN. ABOVE FINISHED LEVEL OF EXPOSED CONCRETE SLAB 100 2400 SFL. A2 E3 SUNEX® SUN LOUVRE SYSTEM KEL004 OR APROVED SIMILAR LOUVRE BLADES FIXED THROUGH TO TOP HATS BEHIND FLUSH JOINTED 12MM FIBRE CEMENT SHEET CLADDING AS PER SHEET MANUFACTURERS REQUIREMENTS LOUVRE SYSTEM TO STOP EITHER SIDE OF PERFORATED METAL SCREEN BOMBARDIER 9000 TOP OF PERFORATED SHEET ABOVE GF LEVEL 8965 570 2800 1400 1400 VARIES VERIFY ON SITE CL CL CL CL CL 2600 2000 2400 WINDOWS LEVEL GF RL 0.00 TOP OF SCREEN RL +9.00 LEVEL SFL RL +5.70 18375 45°0'0" 12515 5 5 6 A65-02 200 6 A65-02 CL CL ALUMINIUM + ACRYLIC ILLUMINATED SIGNAGE TO FUTURE DETAIL HEAVY GAUGE COLORBOND CAPPING AND FLASHING CARRIED DOWN EACH SIDE - FINISH COLOUR TO MATCH ADJACENT SUN LOUVRE PERFORATED METAL SCREEN RL +9.00 P.S-01 P.S-02 P.S-03 P.S-04 P.S-05 P.S-06 P.S-07 P.S-08 P.S-09 P.S-10 P.S-11 P.S-12 P.S-13 P.S-14 P.S-15 P.S-16 P.S-17 P.S-19 P.S-20 P.S-21 P.S-22 P.S-45 P.S-46 P.S-47 P.S-48 P.S-23 P.S-24 P.S-25 P.S-26 P.S-27 P.S-28 P.S-29 P.S-30 P.S-31 P.S-32 P.S-33 P.S-34 P.S-35 P.S-36 P.S-37 P.S-38 P.S-40 P.S-41 P.S-42 P.S-43 P.S-44 PERFORATED METAL SCREEN 'CDM GROUP' MAXIMUM SHEET SIZES 1500 WIDE BY 3000 LONG. 5 LEVEL GF RL 0.00 LEVEL 1 SFL RL +5.70 P.S-18 P.S-39 P.S-49 P.S-50 P.S-51 P.S-52 P.S-53 P.S-54 P.S-55 P.S-56 P.S-57 P.S-58 P.S-59 P.S-60 P.S-61 P.S-62 P.S-69 P.S-70 P.S-71 P.S-72 P.S-64 P.S-65 P.S-66 P.S-67 P.S-68 P.S-73 P.S-74 P.S-75 P.S-76 P.S-77 P.S-78 P.S-79 P.S-80 P.S-81 P.S-82 P.S-83 P.S-84 P.S-85 P.S-86 P.S-87 P.S-88 1065 P.S-89 1055 1055 1055 1125 1125 1125 1125 1055 1055 1055 1055 1055 1055 1125 1125 1050 1050 975 975 975 975 975 975 940 940 18370 8770 9000 TOP OF PERFORATED SHEET ABOVE GF LEVEL 600 2800 2800 VARIES BOTTOM SIDE 50mm ABOVE EXTERIOR FFLVERIFY ON SITE CL CL CL 50 50MM PANEL OFFSET FROM EXTERIOR FFL VERIFY ON SITE P.S-63 POWDERCOAT ALUMINIUM FRAMED WINDOWS SITTING BELOW METAL TRUSS SYSTEM SHOWN DASHED, WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. WINDOW SUITE TO BE CONFIRMED. PERFORATED METAL SCREEN WITH 50% OPENINGS ALUMINIUM FRAME TO MATCH W/- POWDER COATED FINISH, REFER TO ARCHITECTURAL FINISHES LEGEND, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION A65-01 06 (BELOW) (PRECAST CONNECTION) NOTE: FOR ALL PERFORATED SCREEN STRUCTURAL ELEMENTS, MEMBER SIZE FIXING REQUIREMENTS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION PERFORATED METAL SCREEN SHEET WIDTHS AND STRUCTURE TO ALIGN WITH ARCHITECTURAL WINDOW MULLIONS. A65-02 03 A65-02 02 BELOW 450 1055 1055 1055 1055 1125 1125 1125 1125 1055 1055 1055 1055 1055 1055 1125 1125 1050 1050 975 975 975 975 975 975 940 940 3160 3305 3305 3160 3235 3225 2920 2920 1885 27115 SCALE 1: WALL SECTION DETAIL A A33-02 50 SCALE PLAN AND ELEVATION DETAIL 2 50 SCALE PERFORATED SHEET ELEVATION DETAIL 3 50 0 NOTES: Do not scale. the Architect before manufacture. C THE COPYRIGHT HOLDER. - COPYRIGHT CHECKED OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. BHA 0.1 0.2 0.3 0.4 T1 06 09 19 ISSUE FOR TENDER 1:50/1:10 A65-01 E METAL DETAILS SCREEN PERFORATED BHA T2 18 09 19 FIRE RATED WALLS & CEILINGS T3 26 09 19 UPDATED TENDER DRAWINGS T4 01 11 19 UPDATED DEMOLITION PLAN & ROOFING A 12 03 20 GENERAL UPDATES B 17 03 20 GENERAL UPDATES C 03 04 20 GENERAL UPDATES D 18 06 20 CONSTRUCTION ISSUE E 11 09 20 GENERAL UPDATES E 50x100 RHS 65 SHS. ALUMINIUM FRAMED WINDOWS METAL TRUSS SYSTEM SHOWN GLAZING TO MEET ENERGY REQUIREMENTS. BE CONFIRMED. NOTE: FOR ALL PERFORATED SCREEN STRUCTURAL ELEMENTS, MEMBER SIZE FIXING REQUIREMENTS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. ALL EXTERIOR STRUCTURAL STEEL TO BE GALV. POWDER COATED FINISH UNLESS OTHERWISE INDICATED 150mm PRECAST CONCRETE PANEL WITH RENDER FINISH AS SPECIFIED, REFER TO ARCHITECTURAL FINISHES LEGEND. PERFORATED METAL SCREEN WITH 50% OPENINGS. M 10X30MM TAPTITE THREAD FORMING SCREW HEX HD AT 400MM CENTRES AS REQUIRED. REFER TO STRUCTURAL ENGINEERS DRAWINGS AND DETAILS AND MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS. FINISH TO BE SEL. POWDER COATED, REFER TO ARCHITECTURAL FINISHES LEGEND, POWDER COATED ALUMINIUM FRAME TO MATCH. 65mm SHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 50X100 RHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 50x100 RHS 65 SHS. 65 SHS. 450 PERFORATED METAL SCREEN WITH 50% OPENINGS. POWDER COATED FINISH, CONCEALED FIXING WITH CONSTRUCTION ADHESIVE 3M VHT DOUBLE SIDED TAPE & MECHANICAL FIXINGS, FRAME TO MATCH PERFORATED SCREEN POWDER COATED FINISH REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 65mm SHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. FOLDED ULTRACORE G2 ALUMINUM PANEL OR EQUIVALENT FIXED TO STEEL STRUCTURE AS PER MANUFACTURES RECOMMENDATIONS AND STRUCTURAL ENGINEERS DOCUMENTATION. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. 12MM TH FLUSH JOINTED F/CEMENT SHEET FIXED TO TOP HATS AS REQUIRED WITH SARKING AS PER MANUFACTURES SPECIFICATIONS FINISH TO BE PAINTED LOW SHEEN BLACK REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. PROVIDE BLACK AMPLIMESH TO BEHIND SCREEN TO WALL PENETRATIONS TO MINIMISE VISUAL DISRUPTION NOTE: VERTICAL SCREEN SUPPORTS TO ALIGN WITH EACH WINDOW MULLION 50X100 RHS POWDER COATED STEEL SUPPORT FRAME TO MATCH SCREEN, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. CAST IN PLATES, 6CFW REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. HEAVY GAUGE PRE-FOLDED COLORBOND BOTTOM COVER ANGLE ALLOW 3MM GAP AT BASE OF SHEET POWDERCOAT ALUMINIUM FRAMED WINDOWS SITTING BELOW METAL TRUSS SYSTEM SHOWN DASHED, WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. WINDOW SUITE TO BE CONFIRMED. FALL E3 E5 80 12 LOUVRE SYSTEM BEYOND SHOWN DASHED SUNEX® SUN LOUVRE SYSTEM KEL004 OR APROVED SIMILAR LOUVRE BLADES FIXED THROUGH TO TOP HATS BEHIND FLUSH JOINTED 12MM FIBRE CEMENT SHEET CLADDING AS PER SHEET MANUFACTURERS REQUIREMENTS TOPHAT E A65-02 1:50/1:10 0.2 0.3 0.4 PERFORATED METAL SCREEN DETAILS PRECAST CONNECTION AT WINDOW SCALE 1: SECTION DETAIL PRECAST CONNECTION 5 10 BHA 65 SHS. 50x100 RHS SHS. 65 SHS. PERFORATED METAL SCREEN WITH 50% OPENINGS. M 10X30MM TAPTITE THREAD FORMING SCREW HEX HD AT 400MM CENTRES AS REQUIRED. REFER TO STRUCTURAL ENGINEERS DRAWINGS AND DETAILS AND MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS. FINISH TO BE SEL. POWDER COATED, REFER TO ARCHITECTURAL FINISHES LEGEND, POWDER COATED ALUMINIUM FRAME TO MATCH. CAST IN PLATES INTO PRECAST PANEL BELOW, 6CFW REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 50X100 RHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 65mm SHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. POWDERCOAT ALUMINIUM FRAMED WINDOWS SITTING BELOW METAL TRUSS SYSTEM SHOWN DASHED, WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. WINDOW SUITE TO BE CONFIRMED. 1126 3305 450 NOTE: FOR ALL PERFORATED SCREEN STRUCTURAL ELEMENTS, MEMBER SIZE FIXING REQUIREMENTS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. ALL EXTERIOR STRUCTURAL STEEL TO BE GALV. POWDER COATED FINISH UNLESS OTHERWISE INDICATED 150 PRECAST PANEL BELOW 12MM TH FLUSH JOINTED F/CEMENT SHEET ABOVE FIXED TO TOP HATS AS REQUIRED WITH SARKING AS PER MANUFACTURES SPECIFICATIONS FINISH TO BE PAINTED LOW SHEEN BLACK REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. PROVIDE BLACK AMPLIMESH TO BEHIND SCREEN TO WALL PENETRATIONS TO MINIMISE VISUAL DISRUPTION LINE OF 'SUNEX® SUN LOUVRE SYSTEM' SHOWN DASHED ABOVE 70MM BLADE SPACING 80 12 1126 1053 50x100 RHS 65 SHS. 6 65 SHS. 50x100 RHS SHS. 65 SHS. PERFORATED METAL SCREEN WITH 50% OPENINGS. M 10X30MM TAPTITE THREAD FORMING SCREW HEX HD AT 400MM CENTRES AS REQUIRED. REFER TO STRUCTURAL ENGINEERS DRAWINGS AND DETAILS AND MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS. FINISH TO BE SEL. POWDER COATED, REFER TO ARCHITECTURAL FINISHES LEGEND, POWDER COATED ALUMINIUM FRAME TO MATCH. CAST IN PLATES INTO PRECAST PANEL BELOW, 6CFW REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 50X100 RHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 65mm SHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 1126 3305 450 NOTE: FOR ALL PERFORATED SCREEN STRUCTURAL ELEMENTS, MEMBER SIZE FIXING REQUIREMENTS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. ALL EXTERIOR STRUCTURAL STEEL TO BE GALV. POWDER COATED FINISH UNLESS OTHERWISE INDICATED 150 1126 1053 50x100 RHS 65 SHS. 6 150mm PRECAST CONCRETE PANEL WITH SELECTED ACRYLIC RENDER FINISH AS SPECIFIED, REFER TO ARCHITECTURAL FINISHES LEGEND. A2 50x100 RHS 65 SHS. 150mm PRECAST CONCRETE PANEL WITH RENDER FINISH AS SPECIFIED, REFER TO ARCHITECTURAL FINISHES LEGEND. 65mm SHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 50X100 RHS POWDER COATED STEEL SUPPORT FRAME TO MATCH SCREEN, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. CAST IN PLATES INTO PRECAST PANEL BELOW, 6CFW REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. PERFORATED METAL SCREEN WITH 50% OPENINGS. M 10X30MM TAPTITE THREAD FORMING SCREW HEX HD AT 400MM CENTRES AS REQUIRED. FRAME TO MATCH PERFORATED SCREEN POWDER COATED FINISH REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. NOTE: FOR ALL PERFORATED SCREEN STRUCTURAL ELEMENTS, MEMBER SIZE FIXING REQUIREMENTS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. ALL EXTERIOR STRUCTURAL STEEL TO BE GALV. POWDER COATED FINISH UNLESS OTHERWISE INDICATED 2600mm HIGH 'BOMBARDIER' SIGNAGE WITH LED BACK LIGHTING TO FUTURE ARCHITECTURAL DETAIL. 450 150 A2 65mm SHS POWDER COATED STEEL SUPPORT FRAME TO MATCH SCREEN, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 50x100 RHS 65 SHS. 50x100 RHS POWDERCOAT ALUMINIUM FRAMED WINDOWS SITTING BELOW METAL TRUSS SYSTEM SHOWN DASHED, WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. WINDOW SUITE TO BE CONFIRMED. 450 150 1280 NOTE: FOR ALL PERFORATED SCREEN STRUCTURAL ELEMENTS, MEMBER SIZE FIXING REQUIREMENTS REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. ALL EXTERIOR STRUCTURAL STEEL TO BE GALV. POWDER COATED FINISH UNLESS OTHERWISE INDICATED FOLDED ULTRACORE G2 ALUMINUM PANEL FIXED TO STEEL STRUCTURE AS PER MANUFACTURES RECOMMENDATIONS AND STRUCTURAL ENGINEERS DOCUMENTATION. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. 150mm PRECAST CONCRETE PANEL WITH RENDER FINISH AS SPECIFIED, REFER TO ARCHITECTURAL FINISHES LEGEND. PERFORATED METAL SCREEN WITH 50% OPENINGS. M 10X30MM TAPTITE THREAD FORMING SCREW HEX HD AT 400MM CENTRES AS REQUIRED. REFER TO STRUCTURAL ENGINEERS DRAWINGS AND DETAILS AND MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS. FINISH TO BE SEL. POWDER COATED, REFER TO ARCHITECTURAL FINISHES LEGEND, POWDER COATED ALUMINIUM FRAME TO MATCH. 65mm SHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 50X100 RHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 50x100 RHS 65 SHS. 65 SHS. 450 PERFORATED METAL SCREEN WITH 50% OPENINGS. POWDER COATED FINISH, CONCEALED FIXING WITH CONSTRUCTION ADHESIVE 3M VHT DOUBLE SIDED TAPE & MECHANICAL FIXINGS, FRAME TO MATCH PERFORATED SCREEN POWDER COATED FINISH REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. 65mm SHS POWDER COATED STEEL SUPPORT FRAME, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. FOLDED ULTRACORE G2 ALUMINUM PANEL OR EQUIVALENT FIXED TO STEEL STRUCTURE AS PER MANUFACTURES RECOMMENDATIONS AND STRUCTURAL ENGINEERS DOCUMENTATION. COLOUR AS SPECIFIED, REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. 12MM TH FLUSH JOINTED F/CEMENT SHEET FIXED TO TOP HATS AS REQUIRED WITH SARKING AS PER MANUFACTURES SPECIFICATIONS FINISH TO BE PAINTED LOW SHEEN BLACK REFER TO ARCHITECTURAL ELEVATIONS FINISHES LEGEND. PROVIDE BLACK AMPLIMESH TO BEHIND SCREEN TO WALL PENETRATIONS TO MINIMISE VISUAL DISRUPTION NOTE: VERTICAL SCREEN SUPPORTS TO ALIGN WITH EACH WINDOW MULLION 50X100 RHS POWDER COATED STEEL SUPPORT FRAME TO MATCH SCREEN, REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. CAST IN PLATES, 6CFW REFER TO STRUCTURAL ENGINEERS DOCUMENTATION. HEAVY GAUGE PRE-FOLDED COLORBOND BOTTOM COVER ANGLE ALLOW 3MM GAP AT BASE OF SHEET POWDERCOAT ALUMINIUM FRAMED WINDOWS SITTING BELOW METAL TRUSS SYSTEM SHOWN DASHED, WITH GLAZING TO MEET ENERGY EFFICIENCY REQUIREMENTS. WINDOW SUITE TO BE CONFIRMED. FALL E3 E5 80 12 LOUVRE SYSTEM BEYOND SHOWN DASHED SUNEX® SUN LOUVRE SYSTEM KEL004 OR APROVED SIMILAR LOUVRE BLADES FIXED THROUGH TO TOP HATS BEHIND FLUSH JOINTED 12MM FIBRE CEMENT SHEET CLADDING AS PER SHEET MANUFACTURERS REQUIREMENTS TOPHAT SCALE 1: SECTION DETAIL - PRECAST CONNECTION 4 10 SCALE 1: PLAN DETAIL - PRECAST CONNECTION 2 10 SCALE 1: PLAN DETAIL - METAL TRUSS CONNECTION 3 10 E A65-02 1:50/1:10 NOTES: Do not scale. the Architect before manufacture. C THE COPYRIGHT HOLDER. - COPYRIGHT CHECKED OF COPYRIGHT. THE INFORMATION, IDEAS AND CONCEPTS CONTAINED IN THIS DOCUMENT IS/ARE CONFIDENTIAL. THE RECIPIENT(S) OF THIS DOCUMENT IS/ARE PROHIBITED FROM DISCLOSING SUCH INFORMATION, IDEAS AND CONCEPTS TO ANY PERSON WITHOUT PRIOR WRITTEN CONSENT OF REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT Contractor must verify all dimensions on site before commencing any work or preparing shop drawings which must be approved by Any extra entailed in work shown on this drawing must be claimed and approved before proceeding. BHA 0.1 0.2 0.3 0.4 T1 06 09 19 ISSUE FOR TENDER PERFORATED METAL SCREEN DETAILS SCALE 1: PLAN DETAIL PRECAST CONNECTION AT WINDOW 6 10 SCALE 1: SECTION DETAIL - PRECAST CONNECTION 5 10 BHA T2 18 09 19 FIRE RATED WALLS & CEILINGS T3 26 09 19 UPDATED TENDER DRAWINGS T4 01 11 19 UPDATED DEMOLITION PLAN & ROOFING A 12 03 20 GENERAL UPDATES B 17 03 20 GENERAL UPDATES C 03 04 20 GENERAL UPDATES D 18 06 20 CONSTRUCTION ISSUE E 11 09 20 GENERAL UPDATES MIXEDUSE / INDUSTRIAL PERFORATED CLADDING TECHNICAL DRAWINGS

2. HANGAR 83

Location: Essendon Fields - VIC, Australia

Area: 2,800 m 2

Tender: 2022

Architect: Bruce Henderson Architects Design Stages: Responsible for Design Development & Tender.

Responsibilities: Client liaison, Construction Drawings, Schedules, BIM modelling & management, Interdisciplinary Coordination, FF&E Schedule, Interior Design.

17 MIXEDUSE / INDUSTRIAL

TENDER DOCUMENTS - GROUND LEVEL GA PLAN

18 2. HANGAR 83 Mezzanine level AHD: 78.00 Ground Level AHD: 74.50 Parapet level AHD: 87.60 2 4 7 9 10 13100 TO HIGHEST POINT OF PRECAST PANEL 11100 2000 4040 4040 1800 6170 6470 6470 6470 6470 6470 6470 6470 6470 6170 1800 67700 3500 9600 MAIN ENTRY PRECAST CONCRETE PANELS WITH RECKLI PATTERN & COLOUR OXIDE (TITANIUM WHITE) HIGH PERFORMANCE DOUBLE GLAZING FACE GLAZED BRICKS DOUBLE GLAZED WINDOWS BOOSTER CUPBOARD TBC 11 1 5000 8100 PC01 GL1 BW01 M05 GL1 W01 ALUMINIUM ACRYLIC ILLUMINATED SIGNAGE TO FUTURE DETAIL ALLOW FOR POWER PRECAST PANELS' HORIZONTAL JOINTS TO ALIGN THROUGHOUT. W01 W08 G W07 G W06 W05 W04 W03 FH W01 L01 W01 G CONTINUOUS REVEAL PLATE (CURVED) TO GROUND LEVEL. REFER TO WALL SECTIONS FOR DETAILS & STRUCTURAL ENGINEER'S DOCUMENTATION. 67700 PRECAST JOINT 5000 PRECAST JOINT 4050 PRECAST JOINT 4050 ALL EXPOSED CORNERS OF THE PRECAST PANELS TO BE MITTERED. ALL EXPOSED CORNERS OF THE PRECAST PANELS TO BE MITTERED. 1995 1995 1995 1995 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 2157 ROOF BEHIND FJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ FJ 1995 1995 1995 1995 CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ 1553 3000 3200 ST2 WINDOWS' VERTICAL & HORIZONTAL MULLIONS TO ALIGN WITH GRID LINES & STRUCTURE BEYOND WHERE APPLICABLE REFER TO SERVICES DOCUMENTATION FOR ALL EXTERNAL SERVICES AND LIGHTING TO PRECAST PANELS R 45,582 EXTERNAL ME01ME01 COLORBOND ROLLER SHUTTER DOOR DOOR COLOUR 'MONUMENT OR SIMILAR' LYSAGHT KLIP-LOK 700 HI STRENGTH. COLOBOND, COLOUR 'SHALE GREY' POWDERCOATED METAL FENCE COLOUR 'MONUMENT OR SIMILAR' SL01SL01 DOUBLE-WALLED POLYCARBONATE SKY LIGHT SYSTEM AS PER MANUFACTURER DETAILS LYSAGHT CUSTOM ORB COLOUR 'SHALE GREY' ME02ME02 ME05ME05 ME06ME06 PRECAST CONCRETE PANELS WITH SELECTED ACRYLIC RENDER FINISH COLOUR WHITE PC03PC03 STRUCTURAL EXPOSED STEEL PAINT FINISH COLOUR 'MONUMENT' ST02ST02 PROJECT: REVISION No: DRAWN: DRAWING STATUS: DRAWING No: © COPYRIGHT Bruce Henderson Architects P/L DRAWING TITLE: Do not scale. All drawings, layouts and area calculations are indicative only and are subject to approval by the relevant Authorities and alterations due to Design Development. Drawings are not to be used for construction. All apartment and balcony areas are calculated as Gross Floor Area in accordance with the Method of Measurement for Residential Property as published by the Property Council of Australia. ·ARCHITECTURAL INTERIOR DRAWINGS, SCHEDULES AND SPECIFICATION INCLUDING ENDORSED AND SUBMITTED TOWNPLANNING DRAWINGS. ·STRUCTURAL DRAWINGS AND SPECIFICATIONS ·CIVIL DRAWINGS AND SPECIFICATIONS ·SERVICES DRAWINGS AND SPECIFICATIONS INCLUDING MECHANICAL, ELECTRICAL, HYDRAULIC AND FIRE. ·FF&E SCHEDULES ·SIGNAGE SCHEDULES ·WINDOW AND GLAZING SCHEDULES ·DOOR SCHEDULES ·ANY OTHER RELEVANT DRAWINGS, REPORTS OR REQUIREMENTS THE CONTRACTOR TO PROVIDE ADEQUATE NOGGINGS TO WALLS AND CEILINGS AS REQUIRED FOR THE FIXING OF FIXTURES, FITTINGS, EQUIPMENT, DOOR TRACKS, WINDOW FURNISHING TRACKS ETC. THE CONTRACTOR TO ENSURE ALIGNMENT OF SERVICES FIXTURES AND FITTINGS INCLUDING LIGHTING, SWITCHES, SPRINKLERS, ACCESS PANEL ETC. -ALL WET AREAS TO COMPLY WITH AS3740. ALL WINDOW SIZES PROVIDED ARE STRUCTURAL OPENING SIZES. WINDOWS THE WINDOWS SCHEDULE ARE AS SHOWN AS TAKEN EXTERNALLY. -PROVIDE DECALS TO GLAZING AS PER AS 1288. 10-ALL DOOR AND WINDOW DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO FABRICATION. THE ARCHITECT PRIOR TO MANUFACTURE. WINDOW SLIDING DOOR CONFIGURATIONS ARE INDICATIVE ONLY AND SUBJECT TO FINAL REVIEW AND DESIGN. CURTAIN WALLS, WINDOWS, SCREENS AND GLAZING TO CONFORM TO FACAD ENGINEER DESIGN, SPECIFICATIONS AND REQUIREMENTS 12-ALL DOORS (INCLUDING HANGAR DOORS), WINDOW FRAMING AND GLAZING TO BE APPROPRIATELY SEALED TO PREVENT INFILTRATION OF AIR, WATER, NOISE, VERMIN BIRD PROOFING. 13-THE CONTRACTOR/SUB-CONTRACTOR TO CO-ORDINATE AND ALIGN ALL SAW CUTS, EXPANSION AND CONSTRUCTION JOINTS OF THE CONCRETE FLOOR SLABS, INSITU WALLS AND PRECAST PANELS WITH THE STONE AND/OR COLOUR AS SPECIFIED. 19-PENETRATIONS THROUGH ANY PARTY WALL, FIRE RATED WALL, FLOOR OR CEILING ARE TO BE FIRE RATED AND ACOUSTICALLY SEALED TO THE SATISFACTION OF THE BUILDING SURVEYOR AND RELEVANT CONSULTANT. 20-ALL DOWNPIPES, WASTE PIPES AND OTHER SERVICES PIPES GENERAL ARE TO BE FULLY CONCEALED WITHIN WALLS, DUCTS, CEILINGS AND SOFFITS. NO EXPOSED OR EXTERNALLY FIXED PIPES WILL BE ACCEPTED OTHER THA WITHIN THE HANGAR. ANY PROPOSED ADDITION OF BULKHEAD BY THE CONTRACTOR TO BE APPROVED BY THE ARCHITECT. 21-ALL EXTERNAL GRILLES TO BE POWDERCOATED. COLOUR TO MATCH WALL ADJACENT. a) REFER TO ESD/FIRST RATE, JV3, FER ACOUSTIC REPORT FOR ALL CEILING REQUIREMENTS INCLUDING PLASTERBOARD THICKNESS, LAYERS INSULATION SPECIFICATIONS. b)ALL CEILING HEIGHT NOMINATED FROM SSL. 27-CONTRACTOR TO COORDINATE ALL SERVICES AND NOTIFY THE ARCHITECT AND RELEVANT SERVICES ENGINEER OF ANY CLASHES OR DISCREPANCIES PRIO TO THE PREPARATION OF SHOP DRAWINGS AND OR INSTALLATION. 28-CONTRACTOR TO PROVIDE IRRIGATION AND AUTOMATIC WATERING SYSTEM TO ALL PLANTER BOXES AND GARDEN BEDS. 29-ALL METALWORK INCLUDING ROOF DECKING, FLASHINGS, GUTTERS, CAPPINGS,AND EXPOSED ROOF CLADDING FIXINGS TO BE COLOURBOND – COLOUR AS SELECTED. NORTH ELEVATION 1:100 @ A1 1:200 @ A3 HANGAR 83 PRELIMINARY - NOT FOR CONSTRUCTION ESSENDON FIELDS, MELBOURNE DATE 07-05-2021 13-05-2021 14-09-2021 ISSUE FOR COORDINATION 08-10-2021 ISSUE FOR COORDINATION 11-11-2021 ISSUE FOR COORDINATION 22-12-2021 31-01-2022 18-03-2022 Ground Level AHD: 74.50 Parapet level AHD: 87.60 3 4 6 9 10 3010 6170 6470 6470 6470 6470 6470 6470 6470 6470 6170 3000 70110 OVERALL 13100 PRECAST PANELS TO EASTERN WALL PRECAST PANELS TO WESTERN WALL SLIDING HANGAR DOORS, 9m HIGH CLEAR 11 1 CLEAR 9000 PRECAST PANELS AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS PRECAST PANELS AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS BOTTOM OF CHORD AHD: 83.75 ALUMINIUM ACRYLIC ILLUMINATED SIGNAGE TO FUTURE DETAIL ALLOW FOR POWER ME02 PC01 PC01 ME04 PRECAST PANELS' HORIZONTAL JOINTS TO ALIGN THROUGHOUT. D01 SLIDING HANGAR DOOR WITH STRAMIT CORRUGATED CLADDING CJ CJ CJ CJ CJ CJ REFER TO SERVICES DOCUMENTATION FOR ALL EXTERNAL SERVICES AND LIGHTING PROVIDE BIRD & VERMIN PROOFING & DOOR SEALS TO HANGAR DOORS & SURROUNDS 2800mm HIGH SECURITY FENCE INFILL. STRUCTURE AS REQUIRED. 2800 HIGH SECURITY FENCE GATE. FOOTINGS & STRUCTURE TO STRUCTURAL ENGINEER'S DETAILS. (EMERGENCY VEHICLE PERIMETER ACCESS REFER FSE REPORT) EXTERNAL FINISHES SYMBOL:SYMBOL: PC01PC01 DESCRIPTION: PRECAST CONCRETE PANELS WITH 2-98 MOLDAU REKLI PATTERN COLOUR OXIDE TITANIUM WHITE OR SIMILAR ME01ME01 LYSAGHT CUSTOM ORB COLOUR 'MONUMENT' COLORBOND ROLLER SHUTTER DOOR DOOR COLOUR 'MONUMENT OR SIMILAR' LYSAGHT KLIP-LOK 700 HI STRENGTH. COLOBOND, COLOUR 'SHALE GREY' HANGAR DOORS LYSAGHT CUSTOM ORB COLOUR 'MONUMENT' POWDERCOATED METAL FENCE COLOUR 'MONUMENT OR SIMILAR' GL01GL01 TINTED GLAZING LIGHT GREY TO ESD REQUIREMENTS STRUCTURAL EXPOSED STEEL PAINT FINISH COLOUR 'SHALE GREY' SL01SL01 DOUBLE-WALLED POLYCARBONATE SKY LIGHT SYSTEM AS PER MANUFACTURER DETAILS STEEL WORKWORK LYSAGHT CUSTOM ORB COLOUR 'SHALE GREY' W01W01 WINDOW FRAMES ALUMINIUM POWDERCOAT COLOUR 'MOMUMENT' SYMBOL:SYMBOL: DESCRIPTION: SYMBOL:SYMBOL: DESCRIPTION: SYMBOL:SYMBOL: DESCRIPTION: ME02ME02 ME03ME03 ME04ME04 ME05ME05 ME06ME06 ST01ST01 PC02PC02 PRECAST CONCRETE PANELS WITH ACRYLIC RENDER FINISH COLOUR TO MATCH EAST FACADE CLADDING. BW01BW01 PGH CLAY BRICKS, COLOUR 'METALLIC PEWTER' WITH MATCHING COLOUR OXIDE MORTAR. PRECAST CONCRETE PANELS WITH SELECTED ACRYLIC RENDER FINISH COLOUR WHITE PC03PC03 STRUCTURAL EXPOSED STEEL PAINT FINISH COLOUR 'MONUMENT' ST02ST02 GENERAL NOTES: THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH AND CONFORM TO THE FOLLOWING RELEVANT DRAWINGS, SCHEDULES, SPECIFICATIONS, REPORTS, STANDARDS AND REGULATORY AUTHORITY REQUIREMENTS: ·ESSENDON FIELDS REQUIRMENTS ·TOWN PLANNING AND BUILDING PERMITS ·BCA AND RELEVANT AUTHORITY REQUIREMENTS ·BCA SECTION VERIFICATION METHOD JV3 REPORT ·FIRST RATE REPORT/ESD REPORTs ·WASTE MANAGEMENT REPORT ·ALL RELEVANT AUSTRALIAN STANDARDS RELEVANT AUTHORITIES REQUIRMENTS ·ARCHITECTURAL INTERIOR DRAWINGS, SCHEDULES AND SPECIFICATION INCLUDING ENDORSED AND SUBMITTED TOWNPLANNING DRAWINGS. ·STRUCTURAL DRAWINGS AND SPECIFICATIONS ·CIVIL DRAWINGS AND SPECIFICATIONS ·SERVICES DRAWINGS AND SPECIFICATIONS INCLUDING MECHANICAL, ELECTRICAL, HYDRAULIC AND FIRE. ·FF&E SCHEDULES ·SIGNAGE SCHEDULES ·WINDOW AND GLAZING SCHEDULES ·DOOR SCHEDULES ·ANY OTHER RELEVANT DRAWINGS, REPORTS OR REQUIREMENTS ·ALL RELEVANT DDA REQUIREMENTS ARE TO BE COMPLIED WITH TO THE SATISFACTION OF THE BUILDING SURVEYOR AND BCA REQUIREMENTS. ALL DIMENSIONS, GRIDS, LEVELS, BEARINGS AND ANGLES ARE TO BE SEEK CLARIFICATION AND DIRECTION PRIOR TO PROCEEDING. 3-THE CONTRACTOR IS TO ADVISE THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL, STRUCTURAL, SERVICES SPECIALIST CONSULTANTS DRAWINGS, REPORTS AND DOCUMENTS PRIOR TO PROCEEDING WITH THE WORKS. IF ANY DISCREPANCIES ARE IDENTIFIED BY THE CONTRACTOR AND/OR SUB-CONTRACTORS, THE DISCREPANCIES MUST BE MADE TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY FOR DIRECTION. 4-THE CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR ALL TRADES TO THE ARCHITECT AND RELEVANT CONSULTANTS PRIOR TO MANUFACTURING, FOR APPROVAL. 5-THE CONTRACTOR IS TO PROVIDE ADEQUATE NOGGINGS TO WALLS AND CEILINGS AS REQUIRED FOR THE FIXING OF FIXTURES, FITTINGS, EQUIPMENT, DOOR TRACKS, WINDOW FURNISHING TRACKS ETC. 6-THE CONTRACTOR IS TO ENSURE ALIGNMENT OF SERVICES FIXTURES AND FITTINGS INCLUDING LIGHTING, SWITCHES, SPRINKLERS, ACCESS PANEL ETC. -ALL WET AREAS TO COMPLY WITH AS3740. 8-ALL WINDOW SIZES PROVIDED ARE STRUCTURAL OPENING SIZES. WINDOWS IN THE WINDOWS SCHEDULE ARE AS SHOWN AS TAKEN EXTERNALLY. -PROVIDE DECALS TO GLAZING AS PER AS 1288. 10-ALL DOOR AND WINDOW DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO FABRICATION. GENERIC AND THE CONTRACTOR/SUB-CONTRACTOR TO ENSURE THAT THE FRAME TYPES, GLAZING AND ALL FIXTURES, FITTINGS AND HARDWARE COMPLIES WITH THE SPECIFIC PARAMETERS OF THE WIND LOADS, SOLAR LOADS (JV3 AND FIRST RATE AND ACOUSTIC ENGINEERS REQUIREMENTS), BCA AND ALL RELEVANT STANDARDS AND REGULATORY REQUIREMENTS. WINDOWS, GLAZING, WINDOW SURROUNDS/SHROUDS, SLIDING SCREENS SHALL BE DESIGNED BY SUITABLY QUALIFIED ENGINEER TO ENSURE TH STRUCTURAL INTEGRITY AND FIXING OF ALL WINDOWS AND GLAZING AND TO INCLUDE ALL FIXTURES, FITTINGS AND HARDWARE ELEMENTS WHERE REQUIRED TO CONFORM TO THE ABOVE. PROPOSED GLAZING TYPES AND THICKNESS ARE TO BE SUPPLIED TO THE ARCHITECT FOR APPROVAL. ALL WINDOW DETAILS ARE TO BE APPROVED Y THE ARCHITECT PRIOR TO MANUFACTURE. WINDOW SLIDING DOOR CONFIGURATIONS ARE INDICATIVE ONLY AND SUBJECT TO FINAL REVIEW AND DESIGN. CURTAIN WALLS, WINDOWS, SCREENS AND GLAZING TO CONFORM TO FACAD ENGINEER DESIGN, SPECIFICATIONS AND REQUIREMENTS ALL DOORS (INCLUDING HANGAR DOORS), WINDOW FRAMING AND GLAZING TO BE APPROPRIATELY SEALED TO PREVENT INFILTRATION OF AIR, WATER, NOISE, VERMIN BIRD PROOFING. CUTS, EXPANSION AND CONSTRUCTION JOINTS OF THE CONCRETE FLOOR SLABS, INSITU WALLS AND PRECAST PANELS WITH THE STONE AND/OR TILE FLOOR AND WALL FINISHES, SCREEDS, SUBSTRATES AND LININGS. 15-THE CONTRACTOR TO ALLOW FOR ALL REQUIRED STATUTORY SIGNAGE AND TO ALLOW FOR ALL OTHER ARCHITECTURAL AND BUILDING SIGNAGE. 16-WATERPROOFING IN WET AREAS TO BE DESIGNED ACCORDANCE WITH AS3740 AND MANUFACTURER'S SPECIFICATIONS. ENSURE WALL TILING, LOOR AND JUNCTION DETAILS, INCLUDING WATER STOPS PROVIDED WITHIN 1.5 OF SHOWER ROSE. 17-REMOVABLE HINGES ARE REQUIRED TO THE TOILETS WHERE THE PAN LOCATED WITHIN 1.2M OF THE DOORWAY UNLESS THE DOOR SLIDING DOOR. 18-CONTRACTOR TO ALLOW FOR THE INCLUSION OF OVERFLOWS AND RWH TO GUTTERS, ROOFS, PLANTER BOXES ETC TO RELEVANT STANDARDS AND REQUIREMENTS. ALL OVERFLOWS AND RWH TO BE SQUARE COLOURBOND COLOUR AS SPECIFIED. 19-PENETRATIONS THROUGH ANY PARTY WALL, FIRE RATED WALL, FLOOR OR CEILING ARE TO BE FIRE RATED AND ACOUSTICALLY SEALED TO THE SATISFACTION OF THE BUILDING SURVEYOR AND RELEVANT CONSULTANT. 20-ALL DOWNPIPES, WASTE PIPES AND OTHER SERVICES PIPES IN GENERAL ARE TO BE FULLY CONCEALED WITHIN WALLS, DUCTS, CEILINGS AND SOFFITS. NO EXPOSED OR EXTERNALLY FIXED PIPES WILL BE ACCEPTED OTHER THA WITHIN THE HANGAR. ANY PROPOSED ADDITION OF BULKHEAD BY THE CONTRACTOR IS TO BE APPROVED BY THE ARCHITECT. 21-ALL EXTERNAL GRILLES TO BE POWDERCOATED. COLOUR TO MATCH WALL ADJACENT. 22-ALL BALUSTRADES AND FIXINGS ARE TO BE DESIGNED BY SUITABLY QUALIFIED ENGINEER, CERTIFICATION TO BE PROVIDED AT COMPLETION PRIOR TO ISSUE OF OCCUPANCY PERMIT. ALL PROPOSED FIXINGS, HARDWARE ETC. ARE TO BE APPROVED BY THE ARCHITECT. GLASS BALUSTRADE TO COMPLY WITH AS1288-2006 AS1170.1. 23-ALL FLOORING, THRESHOLDS, STAIR NOSINGS, FLOORING STRIPS AND TACTILE INDICATORS TO COMPLY WITH AS1428.1 2009 TO PUBLIC ACCESS AREAS. INSTALL TACTILE INDICATORS TO THE SATISFACTION OF THE BUILDING SURVEYOR AND DDA CONSULTANTS. 24-LANDINGS, SURFACE OF THE TREAD OR NOSING STRIPS MUST HAVE SLI RESISTANCE NOT LESS THAN THE TABLE BELOW WHEN TESTED TO THE REQUIREMENTS OF AS4586. 25-ALL EXTERNAL CLADDING FACADE FIXTURES TO COMPLY WITH AS1530 ART PART NO COMBUSTIBLE MATERIALS ARE TO BE USED AS EXTERAL CLADDING. 26-CEILING HEIGHTS (CH: 2700): PLASTERBOARD FINISH UNLESS OTHERWISE NOMINATED. REFER TO ESD/FIRST RATE, JV3, FER ACOUSTIC REPORT FOR ALL CEILING REQUIREMENTS INCLUDING PLASTERBOARD THICKNESS, LAYERS INSULATION SPECIFICATIONS. b)ALL CEILING HEIGHT NOMINATED FROM SSL. 27-CONTRACTOR TO COORDINATE ALL SERVICES AND NOTIFY THE ARCHITECT AND RELEVANT SERVICES ENGINEER OF ANY CLASHES OR DISCREPANCIES PRIO TO THE PREPARATION OF SHOP DRAWINGS AND OR INSTALLATION. 28-CONTRACTOR TO PROVIDE IRRIGATION AND AUTOMATIC WATERING SYSTEMS TO ALL PLANTER BOXES AND GARDEN BEDS. 29-ALL METALWORK INCLUDING ROOF DECKING, FLASHINGS, GUTTERS, CAPPINGS,AND EXPOSED ROOF CLADDING FIXINGS TO BE COLOURBOND – COLOUR AS SELECTED. SPECIFIED OR NOMINATED MATERIALS: NO SUBSTITUTION OF SPECIFIED OR NOMINATED MATERIALS WITHIN THESE DRAWINGS, SPECIFICATIONS OR SCHEDULES PERMISSIBLE WITHOUT PRIOR CONSULTATION AND THE EXPLICIT WRITTEN CONSENT OF THE ARCHITECT.

TENDER DOCUMENTS - NORTH ELEVATION TENDER DOCUMENTS - SOUTH ELEVATION

ALL OTHER RELEVANT BUILDING CODES AND STANDARDS. THE WINDOWS AN FRAME TYPES, GLAZING AND ALL FIXTURES, FITTINGS AND HARDWARE COMPLIES WITH THE SPECIFIC PARAMETERS OF THE WIND LOADS, SOLAR LOADS (JV3 AND FIRST RATE AND ACOUSTIC ENGINEERS REQUIREMENTS), BCA AND ALL RELEVANT STANDARDS AND REGULATORY REQUIREMENTS. WINDOWS, GLAZING, WINDOW SURROUNDS/SHROUDS, SLIDING SCREENS SHALL BE DESIGNED BY SUITABLY QUALIFIED ENGINEER TO ENSURE TH STRUCTURAL INTEGRITY AND FIXING OF ALL WINDOWS AND GLAZING AND TO INCLUDE ALL FIXTURES, FITTINGS AND HARDWARE ELEMENTS WHERE REQUIRED TO CONFORM TO THE ABOVE. PROPOSED GLAZING TYPES AND THICKNESS ARE TO BE SUPPLIED TO THE ARCHITECT FOR APPROVAL. ALL WINDOW DETAILS ARE TO BE APPROVED Y THE ARCHITECT PRIOR TO MANUFACTURE. WINDOW SLIDING DOOR CONFIGURATIONS ARE INDICATIVE ONLY AND SUBJECT TO FINAL REVIEW AND DESIGN. CURTAIN WALLS, WINDOWS, SCREENS AND GLAZING TO CONFORM TO FACAD ENGINEER DESIGN, SPECIFICATIONS AND REQUIREMENTS 12-ALL DOORS (INCLUDING HANGAR DOORS), WINDOW FRAMING AND GLAZING TO BE APPROPRIATELY SEALED TO PREVENT INFILTRATION OF AIR, WATE NOISE, VERMIN BIRD PROOFING.

TENDER DOCUMENTS - INDICATIVE SECTION TENDER DOCUMENTS - INDICATIVE SECTION

19 Ground Level

Parapet level AHD:

2 4 5 7 10 13100 1800 6170 6470 6470 6470 6470 6470 6470 6470 6470 6170 1800 67700 CLEAR 9700 11700 CONCRETE SLAB TO STRUCTURAL ENGINEER'S DESIGN. REFER TO GROUND LEVEL GA PLAN FOR FALLS. LYSAGHT KLIP-LOK 700 HI STRENGHT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. REFER ELEVATIONS & EXTERNAL FINISHES LEGEND. CONCRETE PRECAST PANELS BEYOND PRECAST PANELS AS PER ENGINEER'S DESIGN STEEL COLUMNS TO STRUCTURAL ENGINEER'S DESIGN LYSAGHT CUSTOM ORB CLADDING COLORBOND BOX GUTTER, AS PER SERVICES ENGINEER'S DESIGN STEEL BEAMS TO STRUCTURAL ENGINEER'S DESIGN STEEL COLUMNS TO STRUCTURAL ENGINEER'S DESIGN CLEAR 9700 COLORBOND BOX GUTTER, AS PER SERVICES ENGINEER'S DESIGN 11 3500 12760 BOTTOM OF CHORD AHD: 83.75 W09 G D12 D14 W11 W10 G W03 G W04 W05 W06 G W07 G W08 2 A44-02 PARTICLE BOARD FLOORING TO THE TOP OF STRUCTURE. PROVIDE FULL ROOF FALL ARREST SYSTEM, DESIGNED BY SPECIALIST CONSULTANT AND INSTALLED TO RELEVANT AUTHORITIES REQUIREMENTS REFER TO WINDOW SCHEDULE & TYPES FOR WINDOW SPECIFICATIONS ROOF MOUNTED VENTILATORS & PENETRATIONS TO MECHANICAL ENGINEERS DETAILS ROOF MOUNTED VENTILATORS & PENETRATIONS TO MECHANICAL ENGINEERS DETAILS PROJECT: DATE: JOB No: SCALE: REVISION No: DRAWN: DRAWING STATUS: DRAWING No: © COPYRIGHT Bruce Henderson Architects P/L 1.0 DRAWING TITLE: Do not scale. All drawings, layouts and area calculations are indicative only and are subject to approval by the relevant Authorities and alterations due to Design Development. Drawings are not to be used for construction. All apartment and balcony areas are calculated as Gross Floor Area in accordance with the Method of Measurement for Residential Property as published by the Property Council INCLUDING ENDORSED AND SUBMITTED TOWNPLANNING DRAWINGS. ·STRUCTURAL DRAWINGS AND SPECIFICATIONS ·CIVIL DRAWINGS AND SPECIFICATIONS ·SERVICES DRAWINGS AND SPECIFICATIONS INCLUDING MECHANICAL, ELECTRICAL, HYDRAULIC AND FIRE. ·FF&E SCHEDULES ·SIGNAGE SCHEDULES ·WINDOW AND GLAZING SCHEDULES ·DOOR SCHEDULES ·ANY OTHER RELEVANT DRAWINGS, REPORTS OR REQUIREMENTS CEILINGS AS REQUIRED FOR THE FIXING OF FIXTURES, FITTINGS, EQUIPMENT, DOOR TRACKS, WINDOW FURNISHING TRACKS ETC. THE CONTRACTOR TO ENSURE ALIGNMENT OF SERVICES FIXTURES AND FITTINGS INCLUDING LIGHTING, SWITCHES, SPRINKLERS, ACCESS PANEL ETC. -ALL WET AREAS TO COMPLY WITH AS3740. ALL WINDOW SIZES PROVIDED ARE STRUCTURAL OPENING SIZES. WINDOWS IN THE WINDOWS SCHEDULE ARE AS SHOWN AS TAKEN EXTERNALLY. -PROVIDE DECALS TO GLAZING AS PER AS 1288. 10-ALL DOOR AND WINDOW DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO FABRICATION. CONFIGURATIONS ARE INDICATIVE ONLY AND SUBJECT TO FINAL REVIEW AND DESIGN. CURTAIN WALLS, WINDOWS, SCREENS AND GLAZING TO CONFORM TO FACAD ENGINEER DESIGN, SPECIFICATIONS AND REQUIREMENTS ALL DOORS (INCLUDING HANGAR DOORS), WINDOW FRAMING AND GLAZING TO BE APPROPRIATELY SEALED TO PREVENT INFILTRATION OF AIR, WATE NOISE, VERMIN BIRD PROOFING. CUTS, EXPANSION AND CONSTRUCTION JOINTS OF THE CONCRETE FLOOR SLABS, INSITU WALLS AND PRECAST PANELS WITH THE STONE AND/OR 19-PENETRATIONS THROUGH ANY PARTY WALL, FIRE RATED WALL, FLOOR OR CEILING ARE TO BE FIRE RATED AND ACOUSTICALLY SEALED TO THE SATISFACTION OF THE BUILDING SURVEYOR AND RELEVANT CONSULTANT. 20-ALL DOWNPIPES, WASTE PIPES AND OTHER SERVICES PIPES IN GENERAL ARE TO BE FULLY CONCEALED WITHIN WALLS, DUCTS, CEILINGS AND SOFFITS. NO EXPOSED OR EXTERNALLY FIXED PIPES WILL BE ACCEPTED OTHER THAN WITHIN THE HANGAR. ANY PROPOSED ADDITION OF BULKHEAD BY THE CONTRACTOR IS TO BE APPROVED BY THE ARCHITECT. 21-ALL EXTERNAL GRILLES TO BE POWDERCOATED. COLOUR TO MATCH WALL ADJACENT. REQUIREMENTS INCLUDING PLASTERBOARD THICKNESS, LAYERS INSULATION SPECIFICATIONS. b)ALL CEILING HEIGHT NOMINATED FROM SSL. 27-CONTRACTOR TO COORDINATE ALL SERVICES AND NOTIFY THE ARCHITECT AND RELEVANT SERVICES ENGINEER OF ANY CLASHES OR DISCREPANCIES PRIOR TO THE PREPARATION OF SHOP DRAWINGS AND OR INSTALLATION. 28-CONTRACTOR TO PROVIDE IRRIGATION AND AUTOMATIC WATERING SYSTEM TO ALL PLANTER BOXES AND GARDEN BEDS. 29-ALL METALWORK INCLUDING ROOF DECKING, FLASHINGS, GUTTERS, CAPPINGS,AND EXPOSED ROOF CLADDING FIXINGS TO BE COLOURBOND – COLOUR AS SELECTED. T3 41016 A32-01 04-05-2021 BHA SECTION A-A 1:100 @ A1 1:200 @ A3 HANGAR 83 PRELIMINARY NOT FOR CONSTRUCTION ESSENDON FIELDS, MELBOURNE DESCRIPTION GENERAL UPDATES ISSUE FOR COORDINATION ISSUE FOR COORDINATION ISSUE FOR COORDINATION ISSUE FOR REVIEW Ground Level AHD: 74.50 Parapet level AHD: 87.60 A B C D E 646 8215 8110 8110 8110 7740 2500 13100 8100 5000 3850 250 MIN CLEAR OPENING 9000 STEEL BEAMS TO STRUCTURAL ENGINEER'S DESIGN LYSAGHT KLIP-LOK 700 HI STRENGHT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. REFER ELEVATIONS EXTERNAL FINISHES LEGEND. CONCRETE SLAB TO STRUCTURAL ENGINEER'S DESIGN LYSAGHT CUSTOM ORB CLADDING SLIDING HANGAR DOORS, 9m HIGH CLEAR STEEL COLUMNS TO STRUCTURAL ENGINEER'S DESIGN HIGH PERFORMANCE DOUBLE GLAZING FACE GLAZED BRICKWORK PRECAST CONCRETE PANELS WITH RECKLI PATTERN & COLOUR OXIDE (DARK GREY) LEVEL OF STRUCTURAL STEEL WORK 646 STEEL STUCTURE AS PER STRUCTURAL ENGINEERS DESIGN G D06 G D05 G D01 PROVIDE BIRD & VERMIN PROOFING DOOR SEALS TO HANGAR DOORS & SURROUNDS PROVIDE FULL ROOF FALL ARREST SYSTEM, DESIGNED BY SPECIALIST CONSULTANT AND INSTALLED TO RELEVANT AUTHORITIES REQUIREMENTS GENERAL NOTES: THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH AND CONFORM TO THE FOLLOWING RELEVANT DRAWINGS, SCHEDULES, SPECIFICATIONS, REPORTS, STANDARDS AND REGULATORY AUTHORITY REQUIREMENTS: ·ESSENDON FIELDS REQUIRMENTS ·TOWN PLANNING AND BUILDING PERMITS ·BCA AND RELEVANT AUTHORITY REQUIREMENTS ·BCA SECTION VERIFICATION METHOD JV3 REPORT ·FIRST RATE REPORT/ESD REPORTs ·FIRE ENGINEERING REPORT ·ACOUSTIC REPORT REQUIRMENTS ·ARCHITECTURAL INTERIOR DRAWINGS, SCHEDULES AND SPECIFICATION INCLUDING ENDORSED AND SUBMITTED TOWNPLANNING DRAWINGS. ·STRUCTURAL DRAWINGS AND SPECIFICATIONS ·CIVIL DRAWINGS AND SPECIFICATIONS ·SERVICES DRAWINGS AND SPECIFICATIONS INCLUDING MECHANICAL, ELECTRICAL, HYDRAULIC AND FIRE. ·FF&E SCHEDULES ·SIGNAGE SCHEDULES ·WINDOW AND GLAZING SCHEDULES ·DOOR SCHEDULES ·ANY OTHER RELEVANT DRAWINGS, REPORTS OR REQUIREMENTS ·ALL RELEVANT DDA REQUIREMENTS ARE TO BE COMPLIED WITH TO THE SATISFACTION OF THE BUILDING SURVEYOR AND BCA REQUIREMENTS. ALL DIMENSIONS, GRIDS, LEVELS, BEARINGS AND ANGLES ARE TO BE VERIFIED ON SITE PRIOR TO THE COMMENCEMENT OF WORKS. THE BETWEEN THE ARCHITECTURAL, STRUCTURAL, SERVICES SPECIALIST CONSULTANTS DRAWINGS, REPORTS AND DOCUMENTS PRIOR TO PROCEEDING WITH THE WORKS. IF ANY DISCREPANCIES ARE IDENTIFIED BY THE CONTRACTOR AND/OR SUB-CONTRACTORS, THE DISCREPANCIES MUST BE MADE TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY FOR DIRECTION. 4-THE CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR ALL TRADES TO THE ARCHITECT AND RELEVANT CONSULTANTS PRIOR TO MANUFACTURING, FOR APPROVAL. 5-THE CONTRACTOR IS TO PROVIDE ADEQUATE NOGGINGS TO WALLS AND CEILINGS AS REQUIRED FOR THE FIXING OF FIXTURES, FITTINGS, EQUIPMENT, DOOR TRACKS, WINDOW FURNISHING TRACKS ETC. 6-THE CONTRACTOR IS TO ENSURE ALIGNMENT OF SERVICES FIXTURES AND FITTINGS INCLUDING LIGHTING, SWITCHES, SPRINKLERS, ACCESS PANEL ETC. -ALL WET AREAS TO COMPLY WITH AS3740. 8-ALL WINDOW SIZES PROVIDED ARE STRUCTURAL OPENING SIZES. WINDOWS IN THE WINDOWS SCHEDULE ARE AS SHOWN AS TAKEN EXTERNALLY. -PROVIDE DECALS TO GLAZING AS PER AS 1288. 10-ALL DOOR AND WINDOW DIMENSIONS ARE TO BE CHECKED ON SITE PRIOR TO FABRICATION. WINDOWS AND GLAZING TO BE DESIGNED AND FABRICATED BY AN APPROVED MANUFACTURER AND COMPLY WITH AS 1288 ANS AS 1428.1 AND

13-THE CONTRACTOR/SUB-CONTRACTOR TO CO-ORDINATE AND ALIGN ALL SAW CUTS, EXPANSION AND CONSTRUCTION JOINTS OF THE CONCRETE FLOOR SLABS, INSITU WALLS AND PRECAST PANELS WITH THE STONE AND/OR TILE FLOOR AND WALL FINISHES, SCREEDS, SUBSTRATES AND LININGS. RELEVANT CONSULTANTS PRIOR TO FABRICATION AND INCLUDE VERMIN AN THE CONTRACTOR TO ALLOW

RWH TO GUTTERS, ROOFS, PLANTER BOXES ETC TO RELEVANT STANDARDS AND REQUIREMENTS. ALL OVERFLOWS AND RWH TO BE SQUARE COLOURBOND COLOUR AS SPECIFIED. 19-PENETRATIONS THROUGH ANY PARTY WALL, FIRE RATED WALL, FLOOR OR CEILING ARE TO BE FIRE RATED AND ACOUSTICALLY SEALED TO THE SATISFACTION OF THE BUILDING SURVEYOR AND RELEVANT CONSULTANT. 20-ALL DOWNPIPES, WASTE PIPES AND OTHER SERVICES PIPES IN GENERAL ARE TO BE FULLY CONCEALED WITHIN WALLS, DUCTS, CEILINGS AND SOFFITS. NO EXPOSED OR EXTERNALLY FIXED PIPES WILL BE ACCEPTED OTHER THA WITHIN THE HANGAR. ANY PROPOSED ADDITION OF BULKHEAD BY THE CONTRACTOR IS TO BE APPROVED BY THE ARCHITECT. 21-ALL EXTERNAL GRILLES TO BE POWDERCOATED. COLOUR TO MATCH WALL ADJACENT. 22-ALL BALUSTRADES AND FIXINGS ARE TO BE DESIGNED BY SUITABLY QUALIFIED ENGINEER, CERTIFICATION TO BE PROVIDED AT COMPLETION PRIOR TO ISSUE OF OCCUPANCY PERMIT. ALL PROPOSED FIXINGS, HARDWARE ETC. ARE TO BE APPROVED BY THE ARCHITECT. GLASS BALUSTRADE TO COMPLY WITH AS1288-2006 AS1170.1. 23-ALL FLOORING, THRESHOLDS, STAIR NOSINGS, FLOORING STRIPS AND TACTILE INDICATORS TO COMPLY WITH AS1428.1 2009 TO PUBLIC ACCESS AREAS. INSTALL TACTILE INDICATORS TO THE SATISFACTION OF THE BUILDING SURVEYOR AND DDA CONSULTANTS. 24-LANDINGS, SURFACE OF THE TREAD OR NOSING STRIPS MUST HAVE SLI RESISTANCE NOT LESS THAN THE TABLE BELOW WHEN TESTED TO THE REQUIREMENTS OF AS4586. 25-ALL EXTERNAL CLADDING FACADE FIXTURES TO COMPLY WITH AS1530 ART PART NO COMBUSTIBLE MATERIALS ARE TO BE USED AS EXTERAL CLADDING. 26-CEILING HEIGHTS (CH: 2700): PLASTERBOARD FINISH UNLESS OTHERWISE NOMINATED. REFER TO ESD/FIRST RATE, JV3, FER ACOUSTIC REPORT FOR ALL CEILING REQUIREMENTS INCLUDING PLASTERBOARD THICKNESS, LAYERS INSULATION SPECIFICATIONS. b)ALL CEILING HEIGHT NOMINATED FROM SSL. 27-CONTRACTOR TO COORDINATE ALL SERVICES AND NOTIFY THE ARCHITECT AND RELEVANT SERVICES ENGINEER OF ANY CLASHES OR DISCREPANCIES PRIO TO THE PREPARATION OF SHOP DRAWINGS AND OR INSTALLATION. 28-CONTRACTOR TO PROVIDE IRRIGATION AND AUTOMATIC WATERING SYSTEMS TO ALL PLANTER BOXES AND GARDEN BEDS. 29-ALL METALWORK INCLUDING ROOF DECKING, FLASHINGS, GUTTERS, CAPPINGS,AND EXPOSED ROOF CLADDING FIXINGS TO BE COLOURBOND – COLOUR AS SELECTED. SPECIFIED OR NOMINATED MATERIALS: THESE DRAWINGS, SPECIFICATIONS OR SCHEDULES PERMISSIBLE WITHOUT PRIOR CONSULTATION AND THE EXPLICIT WRITTEN CONSENT OF THE ARCHITECT. MIXEDUSE / INDUSTRIAL

AHD: 74.50

87.60

FOR ALL REQUIRED STATUTORY SIGNAGE AS3740 AND MANUFACTURER'S SPECIFICATIONS. ENSURE WALL TILING, AND JUNCTION DETAILS, INCLUDING WATER STOPS PROVIDED WITHIN 1.5 SHOWER ROSE. 17-REMOVABLE HINGES ARE REQUIRED TO THE TOILETS WHERE THE PAN LOCATED WITHIN 1.2M OF THE DOORWAY UNLESS THE DOOR SLIDING DOOR. 18-CONTRACTOR TO ALLOW FOR THE INCLUSION OF OVERFLOWS AND

20 2.

DOCUMENTS - INDICATIVE CONSTRUCTION DETAILS & WALL SECTIONS

HANGAR 83 TENDER

21 MIXEDUSE / INDUSTRIAL

DOCUMENTS - INDICATIVE CONSTRUCTION DETAILS & WALL SECTIONS

TENDER

ENGINEER TO ENSURE THE STRUCTURAL INTEGRITY AND FIXING OF ALL WINDOWS AND GLAZING AND TO INCLUDE ALL FIXTURES, FITTINGS AND HARDWARE ELEMENTS WHERE REQUIRED TO CONFORM TO THE ABOVE. PROPOSED GLAZING TYPES AND THICKNESS ARE TO BE SUPPLIED TO THE ARCHITECT FOR APPROVAL. ALL WINDOW DETAILS ARE TO BE APPROVED BY THE ARCHITECT PRIOR TO MANUFACTURE. WINDOW SLIDING DOOR CONFIGURATIONS ARE INDICATIVE ONLY AND SUBJECT TO FINAL REVIEW AND DESIGN. CURTAIN WALLS, WINDOWS, SCREENS AND GLAZING TO CONFORM TO FACADE ENGINEER DESIGN, SPECIFICATIONS AND REQUIREMENTS 12-ALL DOORS (INCLUDING HANGAR DOORS), WINDOW FRAMING AND GLAZING TO BE APPROPRIATELY SEALED TO PREVENT INFILTRATION OF AIR, WATER, NOISE, VERMIN BIRD PROOFING. 13-THE CONTRACTOR/SUB-CONTRACTOR TO CO-ORDINATE AND ALIGN ALL SAW CUTS, EXPANSION AND CONSTRUCTION JOINTS OF THE CONCRETE FLOOR SLABS, INSITU WALLS AND PRECAST PANELS WITH THE STONE AND/OR TILE FLOOR AND WALL FINISHES, SCREEDS, SUBSTRATES AND LININGS. 14-ALL LOUVERS AND SCREENS TO BE APPROVED BY THE ARCHITECT AND RELEVANT CONSULTANTS PRIOR TO FABRICATION AND INCLUDE VERMIN AND BIRD PROOF MESH. THE CONTRACTOR TO ALLOW FOR ALL REQUIRED STATUTORY SIGNAGE AND TO ALLOW FOR ALL OTHER ARCHITECTURAL AND BUILDING SIGNAGE. ACCORDANCE WITH AS3740 AND MANUFACTURER'S SPECIFICATIONS. ENSURE WALL TILING, FLOOR AND JUNCTION DETAILS, INCLUDING WATER STOPS PROVIDED WITHIN 1.5M OF SHOWER ROSE. 17-REMOVABLE HINGES ARE REQUIRED TO THE TOILETS DOORWAY UNLESS THE DOOR IS SLIDING DOOR. OVERFLOWS AND RWH TO GUTTERS, ROOFS, PLANTER ALL OVERFLOWS AND RWH TO BE SQUARE COLOURBOND -PENETRATIONS THROUGH ANY PARTY WALL, FIRE RATED WALL, FLOOR OR CEILING ARE TO BE FIRE RATED AND ACOUSTICALLY SEALED TO THE SATISFACTION OF THE 20-ALL DOWNPIPES, WASTE PIPES AND OTHER SERVICES WALLS, DUCTS, CEILINGS AND SOFFITS. NO EXPOSED OR WITHIN THE HANGAR. ANY PROPOSED ADDITION OF THE ARCHITECT. COLOUR TO MATCH WALL ADJACENT. SUITABLY QUALIFIED ENGINEER, CERTIFICATION IS TO BE PROVIDED AT COMPLETION PRIOR TO ISSUE OF OCCUPANCY PERMIT. ALL PROPOSED FIXINGS, HARDWARE ETC. ARE TO BE APPROVED BY THE ARCHITECT. GLASS BALUSTRADE TO 23-ALL FLOORING, THRESHOLDS, STAIR NOSINGS, TACTILE INDICATORS TO COMPLY WITH AS1428.1 2009 TO THE SATISFACTION OF THE BUILDING SURVEYOR AND DDA 24-LANDINGS, SURFACE OF THE TREAD OR NOSING STRIPS BELOW WHEN TESTED TO THE REQUIREMENTS OF AS4586. COMPLY WITH AS1530 PART PART NO COMBUSTIBLE 26-CEILING HEIGHTS (CH: 2700): REFER TO ESD/FIRST RATE, JV3, FER ACOUSTIC REPORT PLASTERBOARD

22 2. HANGAR 83 Ground Level AHD: 74.50 5000 45398 1671 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1617 1671 6060 RADIUS 45540 RADIUS 45540 11060 TYPE 2 EXTERNAL FROSTED GLASS TYPE 3 EXTERNAL FROSTED GLASS TYPE 4 INTERNAL F. PROVIDE 75MM CONTRASTING VISUAL INDICATOR STRIPS ON FULL HEIGHT GLAZING TO EXTEND FULL WIDTH OF GLAZING PANEL WHERE LOWER EDGE OF STRIP IS TO BE BETWEEN 900-1000mm AFFL WITH 30% MIN. LUMINANCE CONTRAST WHERE VIEWED AGAINST FLOOR SURFACE WITHIN 2M OF GLAZING ON THE OPPOSITE SIDE IN ACCORDANCE WITH AS1428.1-2009 TYPE 5 INTERNAL F. F. F. F. TYPE EXTERNAL SWING DOORS DOOR HARDWARE TO FUTURE DETAIL 4200 1200 900 900 1200 975 SW SW AS SCHEDULED 2450 EQ EQ 890 975 EQ EQ EQ 3250 PROJECT: DATE: JOB No: SCALE: DRAWN: DRAWING STATUS: © COPYRIGHT Bruce Henderson Architects P/L DRAWING TITLE: Do not scale. All drawings, layouts and area calculations are indicative only and are subject to approval by the relevant Authorities and alterations due to Design Development. Drawings are not to be used for construction. All apartment and balcony areas are calculated as Gross Floor Area in accordance with the Method of Measurement for Residential Property as published by the Property Council of Australia. SPECIFIED OR NOMINATED MATERIALS: WITHIN THESE DRAWINGS, SPECIFICATIONS OR SCHEDULES EXPLICIT WRITTEN CONSENT OF THE ARCHITECT. GENERAL NOTES: WITH AND CONFORM TO THE FOLLOWING RELEVANT STANDARDS AND REGULATORY AUTHORITY REQUIREMENTS: ·TOWN PLANNING AND BUILDING PERMITS ·BCA AND RELEVANT AUTHORITY REQUIREMENTS ·BCA SECTION VERIFICATION METHOD JV3 REPORT ·FIRST RATE REPORT/ESD REPORTs ·FIRE ENGINEERING REPORT ·ACOUSTIC REPORT ·STORM WATER REPORT ·WASTE MANAGEMENT REPORT ·ALL RELEVANT AUSTRALIAN STANDARDS RELEVANT AUTHORITIES REQUIRMENTS ·ARCHITECTURAL INTERIOR DRAWINGS, SCHEDULES AND SPECIFICATIONS INCLUDING ENDORSED AND SUBMITTED TOWNPLANNING DRAWINGS. ·STRUCTURAL DRAWINGS AND SPECIFICATIONS ·CIVIL DRAWINGS AND SPECIFICATIONS ·SERVICES DRAWINGS AND SPECIFICATIONS INCLUDING MECHANICAL, ELECTRICAL, HYDRAULIC AND FIRE. ·FF&E SCHEDULES ·WINDOW AND GLAZING SCHEDULES ·ANY OTHER RELEVANT DRAWINGS, REPORTS OR REQUIREMENTS ·ALL RELEVANT DDA REQUIREMENTS ARE TO BE COMPLIED AND BCA REQUIREMENTS. ALL DIMENSIONS, GRIDS, LEVELS, BEARINGS AND ANGLES ARE TO BE VERIFIED ON SITE PRIOR TO THE ADVISE OF ANY DISCREPANCIES TO THE ARCHITECT AND PROCEEDING. DISCREPANCIES BETWEEN THE ARCHITECTURAL, STRUCTURAL, SERVICES SPECIALIST CONSULTANTS DRAWINGS, REPORTS AND DOCUMENTS PRIOR TO ARE IDENTIFIED BY THE CONTRACTOR AND/OR SUBCONTRACTORS, THE DISCREPANCIES MUST BE MADE TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY FOR THE CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR TRADES TO THE ARCHITECT AND RELEVANT CONSULTANTS PRIOR TO MANUFACTURING, FOR APPROVAL. THE CONTRACTOR TO PROVIDE ADEQUATE NOGGINGS TO WALLS AND CEILINGS AS REQUIRED FOR THE FIXING OF FIXTURES, FITTINGS, EQUIPMENT, DOOR TRACKS, WINDOW FURNISHING TRACKS ETC. THE CONTRACTOR TO ENSURE ALIGNMENT OF SERVICES FIXTURES AND FITTINGS INCLUDING LIGHTING, SWITCHES, SPRINKLERS, ACCESS PANELS ETC. -ALL WET AREAS TO COMPLY WITH AS3740. ALL WINDOW SIZES PROVIDED ARE STRUCTURAL OPENING SIZES. WINDOWS IN THE WINDOWS SCHEDULE ARE AS SHOWN AS TAKEN EXTERNALLY. 10-ALL DOOR AND WINDOW DIMENSIONS ARE TO BE TO FABRICATION. FABRICATED BY AN APPROVED MANUFACTURER AND ALL OTHER RELEVANT BUILDING CODES AND STANDARDS. DRAWINGS AND SPECIFICATIONS ARE GENERIC AND THE FRAME TYPES, GLAZING AND ALL FIXTURES, FITTINGS AND THE WIND LOADS, SOLAR LOADS (JV3 AND FIRST RATE AND ACOUSTIC ENGINEERS REQUIREMENTS), BCA AND ALL RELEVANT STANDARDS AND REGULATORY REQUIREMENTS. SLIDING SCREENS SHALL BE DESIGNED BY SUITABLY QUALIFIED

THICKNESS, LAYERS INSULATION b)ALL CEILING HEIGHT NOMINATED FROM SSL. NOTIFY THE ARCHITECT AND RELEVANT SERVICES THE PREPARATION OF SHOP DRAWINGS AND OR -CONTRACTOR TO PROVIDE IRRIGATION AND AUTOMATIC BEDS. -ALL METALWORK INCLUDING ROOF DECKING, FLASHINGS, GUTTERS, CAPPINGS,AND EXPOSED ROOF –SELECTED. 41016 19-11-2021 BHA WINDOWS SCHEDULE & WINDOW TYPES 1:100 @ A1 1:200 @ A3 HANGAR 83 PRELIMINARY NOT FOR CONSTRUCTION ESSENDON FIELDS, MELBOURNE WINDOW SCHEDULE Level Abbreviatio Window No Window Type Width Height Glass Type & thickness Thermal Performance Values Locking Comments Sill Height G G W01 TYPE GLAZED DOOR SIDE PANELS 1800 3000 LAMINATED TINTED GLASS TO AS 1288-2006 U-value 3.90 W/m2K, SHGC 0.67 MAG. LOCK & CARD READER REFER TO ELEVATIONS FOR EXTENT G W03 TYPE FIXED WINDOW 2450 2750 LAMINATED TINTED GLASS TO AS 1288-2006 U-value 3.90 W/m2K, SHGC 0.67 250 G W04 TYPE FIXED WINDOW 850 3000 LAMINATED TINTED GLASS TO AS 1288-2006 U-value 3.90 W/m2K, SHGC 0.67 G W05 TYPE FIXED WINDOW 850 3000 LAMINATED TINTED GLASS TO AS 1288-2006 U-value 3.90 W/m2K, SHGC 0.67 G W06 TYPE FIXED WINDOW 850 3000 LAMINATED TINTED GLASS TO AS 1288-2006 U-value 3.90 W/m2K, SHGC 0.67 G W07 TYPE FIXED WINDOW 850 3000 LAMINATED TINTED GLASS TO AS 1288-2006 U-value 3.90 W/m2K, SHGC 0.67 G W08 TYPE FIXED WINDOW 850 3000 LAMINATED TINTED GLASS TO AS 1288-2006 U-value 3.90 W/m2K, SHGC 0.67 G W09 TYPE FIXED WINDOW 3250 1900 LAMINATED CLEAR GLASS TO AS 1288-2006 U-value 3.90 W/m2K, SHGC 0.67 800 G W10 TYPE FIXED WINDOW 890 2700 LAMINATED CLEAR GLASS TO AS 1288-2006 G W11 TYPE FIXED WINDOW 890 2700 LAMINATED CLEAR GLASS TO AS 1288-2006 75175 L01W01L01W01 25 WINDOW TYPES REV DATE DESCRIPTION 22-12-2021 TENDER ISSUE T2 31-01-2022 ISSUE FOR REVIEW T3 18-03-2022 TENDER ISSUE TENDER DOCUMENTS - INDICATIVE WALL TYPES TENDER DOCUMENTS - WINDOW TYPES TENDER DOCUMENTS - INDICATIVE CONSTRUCTION DETAILS & WALL SECTIONS

TENDER DOCUMENTS - FINISHES PLAN, RCP & INTERIOR ELEVATIONS

23 MIXEDUSE / INDUSTRIAL

3. STOP WAREHOUSE

Location: Piraeus – Athens, Greece

Area: 3,185 m 2

Permit: 2019 Estimated Cost: $ 7,000,000

Architect: RCTech

Design Stages: Feasibility Study, Design Development, Town Planning.

Responsibilities: Design, BIM modelling & management, Architectural Reports and Documents, Building Permit Drawings, Building Regulations Consulting, Communication with the engineering team and Councils.

Key Achievement: Created the first customised BIM model, parametric families, and visual styles for R.C.TECH, which were accepted as templates and used in future projects.

The site is located in a traditionally industrial area in the port of Piraeus, Greece. The last five years, the neighbourhood is gradually shifting from old forge workshops to residential, office and commercial uses. Proximity to the port also facilitates transfer of goods.

This mixed-use building consists mainly of a high-tech warehouse, a small manufacturing unit of personal protective equipment, offices and owner’s apartment.

The layout of the building has been organised in two distinguished zones. The warehouse area and the remaining functions. The warehouse occupies the full height of the building, whilst the manufacturing facility and the offices are stacked beside it. The owner’s apartment sits on top the latter, enjoying the views of the city and the sea.

The restrictions driven by the town planning regulations, budget, and the function of the warehouse not only in the interior but also the exterior of the building, lead to the design of a compact rectangular volume. The exterior consists of a white striped envelop, indicative of the industrial cladding systems. The openings have been placed to the south of the building, where the functions require natural light and ventilation.

To protect the building from the harsh southern light, a second skin of horizontal louvres wraps around from south to west, also hiding staircases and fire-exits.

The aim of the design focuses on creating an industrial building, that would reflect the identity of its context, in a contemporary, minimalist and sustainable way. The principles of LEED have been taken into consideration from the very beginning of the design process, and the building is to be LEED-certified.

Construction is due to start in 2020.

25 MIXEDUSE / INDUSTRIAL

3. STOP WAREHOUSE

2ND FLOOR PLAN

GROUND FLOOR PLAN

1ST FLOOR PLAN

MIXEDUSE / INDUSTRIAL

MAIN ELEVATION & WAREHOUSE ENTRANCE

WAREHOUSE

WEST ELEVATION

EAST ELEVATION

SECTION

3. STOP

BASEMENT FLOOR PLAN LONGITUDINAL

LOADING BAYS & MAIN ENTRANCE

MIXEDUSE / INDUSTRIAL

30 3.

STOP WAREHOUSE

3RD

SOUTH FACADE STREET VIEW

FLOOR PLAN | OWNER’S APARTMENT

SOUTH ELEVATION

NORTH ELEVATION

CROSS SECTION

SOUTH ELEVATION & BUILDING CONTEXT

MIXEDUSE / INDUSTRIAL

4. DAVARIS TEXTILES INTERIOR DESIGN

Location: Metamofosi – Athens, Greece

Area: Show-Room: 23 Sample-Room: 180 Quality Control Lab: 50 Office: 80 Total: 333 m2

Cost: $ 600,000 Completed: 2013 & 2015

Architect: RCTech

Design Stages: Involved in all Design stages to completion.

Responsibilities: Survey, Construction Documents, Furniture and Material selection, Furniture Design, Sign Design, Site Supervision.

INTRO

Davaris Textiles is amongst the largest textile companies in Europe. In 2002 the company moved to a new building of 6,000 m², designed by R.C.TECH. Fourteen years later, some of the existing functions required to be restructured and new ones to be added to meet the company’s current needs.

SHOWROOM

The ShowRoom is the area where the textile collections are exhibited to the company’s purchasers. The main design features are the two L shaped walls, one dark and one made of glass. The dark wall accommodates the large entrance door, 1.60m wide to 3.50m high. On the other side of the dark wall, a white screen is mounted, for the display of collections of fabrics. The two glazed walls overlook the exterior space, and the reception area of the building respectively, and create a contrast with the dark walls. In the middle of Show-Room a white, sculptural table has been placed to accommodate display and collaboration. Finally, the larger samples of fabrics and ready-made garments were hung on lighter, more radiant, stainless steel structures that appear to be hovering in space.

SAMPLE ROOM

The primary requirement in this area was to organize the samples’ production process. After studying the functional needs of the department, the site was organized into three zones:

• Storage Space

• Production Area (production benches and mechanical equipment)

• Picking Area (archived samples)

Driven by function, the concept was based on the creation of white self-standing walls, which formed the backbone of the above-mentioned functions. Black glossy shelves and inox rails were mounted on the walls to facilitate the storage needs of space. White benches and the production equipment were incorporated in the form of the walls.

Openings have been carefully designed to provide views of the garden. The dynamic character of the space is visible from the reception of the building, through a fine, irregular sandblast film, inspired by the textile threads weaving.

QUALITY CONTROL LAB

The need to create a modern quality control infrastructure that meets European standards has been the starting point for the creation of the ‘Quality Control Lab’.

DESIGN MAP

The aim of the workshop design was to form a strong contrast between the industrial space and the fully modernized laboratory. Within a gray context, the quality control lab becomes a benchmark, thanks to its minimal design, consisting of a white L-shaped volume and a black, prominent surface that constitutes the basic entrance and signage of space.

The shape of the floor plan was driven by the analysis of the industrial requirements, as defined by the production engineers. The opening of the volume offered views to the warehouse and vice versa. The furniture consist of white free shelves and benches upon which the different work areas are placed (quality control, metering, storage, archive).

FINALLY

The main objectives of all the proposals were to efficiently serve the operational needs of the building and to amplify the company’s products quality. Finally, a particular goal was that architecture would provide a sence of order, even during intense workload.

33 INDUSTRIAL / COMMERCIAL INTERIOR

QUALITY CONTROL SAMPLE ROOM SHOW ROOM

4. DAVARIS TEXTILES INTERIOR DESIGN

SHOW-ROOM ELEVATION

SHOW ROOM

CUSTOM TABLE DESIGN

35 INDUSTRIAL / COMMERCIAL INTERIOR

4. DAVARIS TEXTILES INTERIOR DESIGN

SAMPLEROO M

SAMPLE ROOM ENTRANCE FLOOR PLAN

VIEW OF THE STORAGE AREA ELEVATIONS OF JOINERY

37 INDUSTRIAL / COMMERCIAL INTERIOR

4. DAVARIS TEXTILES INTERIOR DESIGN

SAMPLEROO M

BETWEEN THE WALLS

39 INDUSTRIAL / COMMERCIAL INTERIOR

DIFFERENT STORAGE SYSTEMS CROSS SECTIONS

4. DAVARIS TEXTILES INTERIOR DESIGN

THE QUALITY CONTROL LAB WITHIN THE WAREHOUSE

MAIN ELEVATION

FLOOR PLAN

40 QUALITY CON TROL LAB

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41 INDUSTRIAL / COMMERCIAL INTERIOR

INSIDE THE QUALITY CONTROL LAB LONGITUDINAL SECTION A

5. HYATT PLACE

Location: 64 Clarendon St, Southbank – VIC, Australia

Area: 10,850 m 2

Tender: 2021

Architect: Bruce Henderson Architects Interiors: Bruce Henderson Interiors

Design Stages: Responsible for Interior Design Construction Documents

Responsibilities: Client liaison, Construction Drawings, FF&E Schedule, BIM modelling & management, Interdisciplinary Coordination.

ARTIST’S IMPRESSION - PODIUM

The Design aim is to create a simple, elegant building which has a captivating and harmonious undulating architectural form which blends in with the surrounding buildings.

The tower will be clad on two sides (street boundaries) in high performance aluminium framed double glazed curtain wall system with tinted glass wile a precast panel option is adopted for the side abutting the neighbouring properties.

The tower design is broken up by the podium which aim to create a distinct separation between the lower levels and the upper part of the tower. A metal screen constituted of horizontal and vertical blades is carefully places along the first three levels of the façade to enhance the architectural composition and activate the façade.

The screen acts a second skin and it is proposed as a separate element in front of the main glass facade.

The upper part of the tower is articulated by the introduction of bay window which will extend up to 3 to 4 storey and placed at irregular intervals to create a random composition.

The ground floor shopfront glazing along Clarendon and Haig street protected partially buy the metal screen reinforce the street presence of the commercial component. Glazing is clear at street level to achieve a strong visual connection from the hotel lobby café area’s to the footpaths and provide an active interface at street level.

The solid treatment of the entry canopy at ground floor highlights the main entry point and at the same time set the tone for the high quality and presence of the entire development on arrival.

All external materials used in the developments will be of high performance and quality satisfying Australian standards and local requirements, safety standards, sustainability requirements and performance requirements.

The hotel will contain a total of >>>> rooms and have been designed to achieve a 4 star Hyatt Place Hotel and a Hyatt House Service apartment offering as contemplated in the client brief.

The tower will includes the following activity at varies levels: Basement floor; house keeping rooms, comms room, water tanks and bicycles(stacker arrangement) rooms.

Ground floor; main entry from Clarendon street, reception, small bar café facility, back of house with services and loading bay with separate access from Haig street. Three lift are provided to facilitate vertical transportation to the upper levels. A separate good lift is also provided for house keeping. Mezzanine level; commercial kitchen, toilets facilities, dining area and lounge.

Level 1; 3 meeting rooms, admin offices, toilets and services room including electrical switchboard.

level 2; Gym and hotel rooms

Level 3 to level 5; typical hotel rooms

Level 6 is divided 50 % approx. in services and hotel rooms.

Level 7 to level 11 typical hotel rooms

Level 12 the tower is setback from Clarendon street approx. 5 m and the floor plates become typical up to level 30, typical hotel rooms

HOSPITALITY / COMMERCIAL

ARTIST’S IMPRESSION - STREET VIEW

5. HYATT PLACE

ARTIST’S IMPRESSION - RECEPTION AREA ARTIST’S IMPRESSION - LOBBY AREA

‘GRAB & GO’ TECHNICAL DRAWINGS

GROUND LEVEL FINISHES, FURNITURE & JOINERY FLOOR PLAN

45 HOSPITALITY / COMMERCIAL

RECEPTION AREA TECHNICAL DRAWINGS

5. HYATT PLACE

MEZZANINE LEVEL FINISHES, FURNITURE & JOINERY FLOOR PLAN HIGH TABLE TECHNICAL DRAWING ARTIST’S IMPRESSION - DINING AREA ARTIST’S IMPRESSION - BAR AREA

47 HOSPITALITY / COMMERCIAL

DINING AREA TECHNICAL DRAWINGS

48 5. HYATT PLACE 4 4 5 5 C C D D A80.03 1 3 4 1 2 4 2 MUR.04 MUR.04 MUR.04 MUR.04 MUR.05 MUR.05 MUR.05 3 MUR.05 REF1 WALL MOUNTED TV CA1 W3 W3 WC1 FW1 B1 BM1 SHR1 SHM2 FW1 SET OUT CT1 SS1 TRH1 TR1 INDICATIVE LOCATION FOR ART WORK, BUILDER TO PROVIDE SUITABLE SUPPORT TO WALL. ARTWORK TO FUTURE SELECTION SWITCHBOARD AND AV LOCATED WITHIN ROBE FULL HEIGHT MIRROR TO WALL/SIDE OF ROBE. MIRROR & PLASTERBOARD TO ALIGN. RECESSED METAL ANGLE KICKER AND ALUMINIUM FRAME TO PERIMETER REFER TO DETAIL RECESSED LED TO THE UNDERSIDE OF SHELF REFER TO DETAIL BUILDER TO PROVIDE SUITABLE SUPPORT TO WALL TV CENTERED OVER BED RECESSED LED STRIP LIGHT TO RUN FULL EXTENT OF BEDHEAD REFER TO DETAIL INDICATIVE LOCATION FOR ART WORK, BUILDER TO PROVIDE SUITABLE SUPPORT TO WALL. ARTWORK TO FUTURE SELECTION 3 MUR.13 VANITY UNIT REFER TO MUR.11 JOINERY DWGS BEDHEAD SIDE TABLE. REFER TO MUR.08 JOINERY DWGS WARDROBE UNIT. REFER TO MUR.07 JOINERY DWGS DESK & MINI BAR. REFER TO MUR.06 JOINERY DWGS MUR.13 SOFA- REFER TO MUR.10 JOINERY DWGS TA-11 LED WITHIN THE HANGING RAIL LED3 BED BASE REFER TO MUR.09 JOINERY DWGS CH-11 MUR.13 DS1 RBH1 SD2 FR1 WAP AB LC FR IPTV TV AB USB LCP2 USB SH AB LCP3 A/C DB DS1 FOR CURTAIN WALL AND POP-OUT WINDOW REFER TO ARCHITECTURAL SET BEDSIDE TABLE BEDSIDE TABLE SAFE FE WINDOW SEAT RB-01 DE-01 VN-01 BH-01 4 4 C D VANITY 1080 T R 1 395 FW 290 175 225 1440 90 795 2355 50 400 175 TRH 1 660 400 ENSUITE 2040 950 VANITY 550 EQ EQ 2590 470 470 600 300 FR1 SHM2 850 1500 90 100 WC1 425 425 SHR1 BEDHEAD PANELREFER JOINERY DETAILS 3950 1190 SIDE TABLE 400 65 BED BASE 1830 65 SIDE TABLE 400 320 FW 435 7265 © COPYRIGHT Bruce Henderson Architects P/L Do not scale. All drawings, layouts and area calculations are indicative only and are subject to approval by the relevant Authorities and alterations due to Design Development. Drawings are not to be used for construction. All apartment and balcony areas are calculated as Gross Floor Area in accordance with the Method of Measurement for Residential Property as published by the Property Council of Australia. REV DATE DESCRIPTION REVDATEDESCRIPTION - 1 20 MUR ROOM - PLAN 1 - 1 20 MUR ROOM - DIMENSION PLAN 2 16-09-2020 A28-09-2020 B20-10-2020 C11-03-2021 P111-03-2021 Preliminary MUR for approval Preliminary MUR for approval Preliminary MUR for approval Preliminary MUR for approval PRELIMINARY ISSUE TO CLIENTARTIST’S IMPRESSION - MOCK-UP ROOM MUR - FLOOR PLAN

49 HOSPITALITY / COMMERCIAL MUR - INTERIOR ELEVATIONS

RCP PLAN

MUR -

5. HYATT PLACE

MUR - BATHROOM INTERIOR ELEVATIONS

MUR - JOINERY TECHNICAL DRAWINGS

MUR - TECHNICAL DRAWINGS

MUR - JOINERY TECHNICAL DRAWINGS ROOM CORRIDOR TECHNICAL DRAWINGS

51 HOSPITALITY / COMMERCIAL

6. THREE CROWNS

Location: Paris, France

Area: 600 m 2

Cost: $ 1,200,000

Completed: 2017

Architect: RCTech

Design Stages: Design Development to completion.

Responsibilities: Stakeholder engagement

Construction Drawings, Furniture and Material selection, Site Supervision

Three Crowns is an international arbitration law firm, with offices in four countries around the globe. R.C.Tech designed the interiors of the Paris office. Our collaboration started in 2015, designing the interior of the 3rd floor, while in 2017our team undertook both the design and construction of the office extension.

Three Crowns’ Paris Office is located in an Art Deco building of the early 20th century, along the historical Champs Élysées Avenue. The building itself has a distinctive personality and spatial qualities that have been preserved and highlighted during the design of its’ interior.

The dominant axis of the building is the one connecting the entrance with the lobby and the ‘rotunda’ meeting room. In these spaces, symmetry and asymmetry, combined with basic geometrical shapes create an architectural composition generated by the circularity of the shell.

Two axes that meet at the centre of the ‘rotunda’ meeting room shape the wings of the offices and the auxiliary spaces. The shorter wing consists of executive offices, and the longest the associates and the administrative staff. All offices have been tailored to the needs of the users after conducting interviews.

The main design principles in all spaces were functionality, simplicity and elegance. Soft contracts, white furniture and carefully designed lighting contributed to underlying the city views, the strong axes of the building and the existing / maintained decorative elements. In carefully selected places, oak shelving units form ‘warm’ background elements that add variety to the spatial qualities of the office. There is also a lighting provision in specific walls, to host artworks that will complete the original architectural intentions.

WORKPLACE INTERIOR DESIGN 4TH LEVEL FLOOR PLAN (CONSTRUCTION DOCUMENTS)

6. THREE CROWNS

LOUNGE AREA

55 WORKPLACE INTERIOR DESIGN

THE ‘ROTUNDA’ MEETING ROOM

6. THREE CROWNS

ASSOCIATES’ OFFICE TYPICAL SECTION OF FALSE CEILING & JOINERY ADJACENT TO THE EXTERIOR WALL

57 WORKPLACE INTERIOR DESIGN

OFFICE

OFFICE FLOOR PLAN

EXECUTIVE

7. HAMPTON RESIDENTIAL DEVELOPMENT

Location: Service St, Hampton – VIC, Australia

Area: 9,950 m 2

Design Development: 2020

Architect: Bruce Henderson Architects

Design Stages: Responsible for Town Planning, Marketing & Design Development

Responsibilities: Design development, design optimization, marketing drawings, BIM modelling & management, Interdisciplinary Coordination

ARTIST’S IMPRESSION - SERVICE ST VIEW

59 RESIDENTIAL DESIGN

ARTIST’S IMPRESSION - CELLAR VIEW TP - BASEMENT 2 FLOOR PLAN TP - BASEMENT 1 FLOOR PLAN ARTIST’S IMPRESSION - CELLAR VIEW

7. HAMPTON RESIDENTIAL DEVELOPMENT

ARTIST’S IMPRESSION - APARTMENTS WHITE CARDS

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TP - GROUND LEVEL FLOOR PLAN TP - LEVEL 1 FLOOR PLAN

7. HAMPTON RESIDENTIAL DEVELOPMENT

TP - INDICATIVE ELEVATIONS STREET VIEW ARTIST IMPRESSIONS

TP - INDICATIVE BUILDING SECTIONS

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ROOF GARDEN FLOOR PLAN & ARTIST’S IMPRESSION

7. HAMPTON RESIDENTIAL DEVELOPMENT

ARTIST’S IMPRESSION - APARTMENT INTERIORS

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INDICATIVE MARKETING FLOOR PLANS

8. VERNACULAR SUMMER HOUSE

Location: Kythera island, Greece

Area: 200 m 2

Completed: 2019 Cost: $ 1,050,000

Architect: RCTech Design Stages: Design Development to Construction Documents

Responsibilities: Stakeholder engagement Design Building Permit Drawings

Town Planning Construction Drawings

Interior Design Lighting Design

On a steep hill of Kythera island, with unobstructed views of the Ionian Sea, a French family chose to build their summer house. The plot used to be a pasture, and the ruins of the traditional masonry sheds are still scattered along the plateaus of the property. The largest linear plateau has been chosen to build the house with the minimum environmental impact.

The brief included one main house for the family and two small guest houses connected with each other through the communal seating/dining area. This area has a symbolic role. It is the welcome area for the visitors and the meeting space of the complex, referring to the traditional ‘plateia’ (Greek word for town square). Smaller, private outdoor seating areas have been designed for each house, overlooking either east or west, to provide naturally shaded relaxation spaces depending on the time of the day.

The clients have been visiting the island for several years, and are great admirers of the vernacular architecture. So their request was to incorporate morphological elements and textures, drawn by Kytherian tradition. Sculptural white volumes, different white textures, micro cement flooring, rough wooden structures, stone retaining walls, traditional chimneys and downpipes made of roof tiles were some of them. Some of the roofs are accessible and equipped with built-in sofas, to enjoy panoramic views of Cape Malea during the evening.

The interiors are smartly designed to accommodate holiday needs in the minimum building area. Buil-in shelving units and wardrobes made of white concrete contribute to the casual and sculptural look of the interior.

Sustainable design is a high priority in R.C.Tech’s designs but becomes a must when building in a remote area, with limited natural resources. The following principles have been followed in order to achieve our environmental goals. A rainwater tank of ~ 70m³ water capacity collects the rainwater from the roofs and uses it for irrigation. Cross ventilation, designed to receive the prevailing winds, assisted by ceiling fans is the main cooling method. Thick insulation is wrapped around the building, to prevent overheating. Double glazing has been used in all doors and windows. Reed roof shadings cover the pergolas above the verandas.

The project achieved to meet all the morphological and functional requirements of its’ owners and sits naturally and respectfully on this particular Mediterranean landscape.

RESIDENTIAL DESIGN

‘SARDELAKI’ TRADITIONAL TECHNIQUE DOWNPIPES REED ROOF SHADING LOCAL STONE MASONRY

8. VERNACULAR SUMMER HOUSE

EAST FACADE OVERLOOKING THE IONIAN SEA AND CAPE MALEAS

FLOOR PLAN (CONSTRUCTION DOCUMENTS)

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8. VERNACULAR SUMMER HOUSE

RAMP LEADING TO ‘PLATEIA’ AREA - WEST FACADE OF THE BUILDING

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CONCRETE STEPS LEADING TO THE ROOF SEATING AREA ‘PLATEIA’ - COMMUNAL SEATING / DINING AREA

8. VERNACULAR SUMMER HOUSE

STONEWALL ENCLOSING THE MASTER BEDROOM VERANDA AND OUTDOOR SHOWER MASTER BEDROOM PRIVATE VERANDA WHITE TEXTURES AND BUILDING MORPHOLOGY

75 RESIDENTIAL DESIGN

LIVING ROOM INTERIOR DESIGN KITCHEN ELEVATION KICHEN AND DINING AREA

9. TWO + 1/2 HOUSES

Location: Ekali – Athens, Greece

Area: 800 m2

Permit: 2016 Estimated Cost: $ 4,500,000

Architect: RCTech Design Stages: Involved in all stages to Building Permit.

Responsibilities: Concept Design, 3D modelling, Rendering, Landscape Design, Building Permit Drawings, Architectural reports and documents, Building Coverage & Area Diagram. Communication with the engineering team and Councils.

The project is located in a suburb of particular natural beauty, at the edge of a forestry area. The landscape, protected by law, is characterized by mild slopes and dense vegetation (pine trees, cypresses, olive trees, etc.) and sparse buildings, while at the same time any new construction has to be approved by an architectural committee.

The brief included two residences (conveniently named A and B) for two siblings and a semi-independent guesthouse (1/2 house). Underground parking and the exterior spaces around the swimming pool were to be shared.

The favourable southern orientation of the large side of the plot led to the concentration of outdoor activity areas along it, and to the development of the main facade around these areas. Taking into consideration the functional requirements, the mandatory setbacks, the regulations and the sustainability principles, the functions are allocated as follows.

In the basement are placed the parking bays, mechanical facilities, storage areas, and other auxiliary spaces. On the ground floor are the living areas of the two houses, and the guest house which is attached to house B. The 1st floor has private use and includes the bedrooms and bathrooms of each house. In the roof of both houses there is a green roof, solar panel and mechanical equipment (heat pumps, TV antennas, etc.) positioned in places not visible from the street.

The preliminary functional diagram of the building led to a zig-zag shaped south facade. This immediately raised the need to smoothen it. Thus, the concept of a curved facade emerged. Building on this idea, the building was ‘shredded’ by white walls that run parallel to the north side of the plot, and curve as they ‘unfold’ to the south. The last curve (main southern facade), incorporates a curved pergola for shading and balconies into a single form. The volumes between the walls are painted gray, contrasting with the freestanding white walls.

During the further processing of the building, another morphological element emerged; the small ‘unfolds’ on the north and west sides of the building. They function either as windows facing the prevailing winds or forming recesses, such as the one in 1st floor patio. Finally, another striking element are the ‘stripes’, which appear as blinds on the north and south sides or as pergolas on the ends of the east and west sides.

Consequently using a distinctive and repetitive architectural vocabulary, the two houses form a single, sculptural, morphological ensemble, the primary purpose and goal of the study.

RESIDENTIAL DESIGN

TWO + 1/2 HOUSES

78 9.

SOUTH FACADE & SWIMMING POOL AREA

FLOOR PLAN

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THE ENTRANCE OF HOUSE B VERANDA OF HOUSE B

80 9.

TWO + 1/2 HOUSES

EAST FACADE - HOUSE B

WEST ELEVATION - ENTRANCE OF HOUSE A

1ST FLOOR PLAN

EAST ELEVATION - ENTRANCE OF HOUSE B

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TWO + 1/2 HOUSES

82 9.

BIRD’S EYE VIEW OF THE ROOF GARDEN

NORTH ELEVATION

BASEMENT PLAN CROSS SECTION

83 RESIDENTIAL DESIGN

10. SINGLE FAMILY HOUSE

Location: Marousi – Athens, Greece

Total Area: 388 m2

Building Permit in Progress: 2019

Estimated Cost: $ 1,000,000 Architects: Dimitra Stathopoulou, Christina Kontou

Design Stages: Involved in all stages.

Responsibilities: Concept Design, BIM, Architectural reports and documents, Building Permit Drawings, Building Coverage & Area Diagram, Building Regulations Consulting, Communication with client and engineering team.

The project is located in a residential area in the outskirts of the city of Athens, Greece. The neighbourhood consists mainly of residential or multi-residential buildings with gardens. Nevertheless, the close proximity with the neighbouring buildings made privacy a key requirement from the beginning.

The clients were a couple, who originally requested a preliminary study to explore whether a plot of 305 m² can accommodate their needs. The brief included a single-family house of approximately 200 m² with basement and swimming pool. Lack of space in the plot lead to a two-storey building with communal areas and a guest-room in the ground floor and three bedrooms on the first floor. After exploring several possible layouts and variations the most dominant solution proceeded to the next design phase.

The setbacks dictated by the regional Planning Department defined the shape of the outline of the building. Within a very strict legal framework, the architectural concept has been conceived as a white monolithic volume, with smaller penetrations in private spaces and generous openings in the communal ones.

In the ground floor, the living areas seamlessly integrate with the outdoor space, as there is unobstructed visual contact from the front veranda to the back garden, and the same floor material extends from indoors to outdoors. An additional setback of the volume has been created to either protect the big openings from direct sunlight or to create protected verandas.

On the first floor, a system of white fixed or sliding louvres ensures privacy in the sleeping areas. The exterior spaces are incorporated within the building volume and partially surrounded by fixed louvres. The vertical louvres are a repetitive architectural element in the building that adds a variety of textures and shadows to the minimal form of the building, whilst protecting from sun and weather conditions.

Finally, renewable energy is going to be used to facilitate the energy requirements of the building, by using extensive areas of solar panels on the rooftop and shallow geothermal systems underneath the basement. The aim is achieving a zero-energy contemporary model of living.

RESIDENTIAL DESIGN ENTRANCE GARAGE ENTRANCE  

10. SINGLE FAMILY HOUSE

STREET VIEW OF THE HOUSE

LONGITUDINAL SECTION

GROUND FLOOR PLAN

CROSS SECTION

1ST FLOOR PLAN

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10. SINGLE FAMILY HOUSE

VIEW OF THE BACK YARD

TYPICAL DETAIL OF SLABS & FINISHES

89 RESIDENTIAL DESIGN BUILDING COVERAGE & AREA DIAGRAM

11. TWO APARTMENTS INTERIORS

Location: Voula - Athens, Greece

Area: M Apartment = 55

L Apartment = 95 m2 Total = 145 m Cost: $ 300,000

Completed: 2017 & 2018 Architect: Dimitra Stathopoulou

Design Stages: Involved in all stages.

Responsibilities: Concept Design Construction Drawings Lighting Design Materials/finishes Custom furniture.

Key Achievement: Transformed a building with structural defects, into two highvalue apartments, that got leased immediately.

The two apartments were located in an existing building in a coastal area. The property used to be a single apartment of approximately 150 m². The client decided to convert it into smaller luxurious apartments of 55 and 95 m² respectively, which were currently in great demand in the property market of the area.

Despite the many structural defects, the two apartments had some hidden and unexploited assets, which were revealed after the refurbishment. The vegetation of the plot and of the surrounding area, a big park that was visible from certain points of the building, and a pine tree penetrating the balcony of the 95m² apartment were some of them.

The main aims of both refurbishments were to reconnect the apartments with their surrounding, bring more natural light in, creatively conceal an unorthodox system of beams that intersected the interior spaces, rationalize the four different coexisting floor levels inherent by the structure, upgrade their energy performance and sustainability, reconfiguring the interior to accommodate two contemporary, highly functional and euphoric interiors.

M Apartment

The 55m² apartment consists of one bedroom and an open-plan kitchen, living and dining area, all allocated in a rectangular footprint. In order to create a feeling of openness, one side of the rectangle is completely transparent, providing views of the pine trees of the front garden. The opposite side is used for storage, laundry and fan coil units. The later functions are all hidden inside an oak textured cupboard, that creates a ‘warm’ effect inside the white interior. In the bedroom, the equivalent effect is achieved by a custom-made bed. The sunrise between the pine trees is reflected in the strategically chosen mirror leaves of the wardrobe.

L Apartment

The 95 m² apartment has an L shaped outline with balconies and preferable views in the inner side of it. The short leg of the L consists of the living areas of the apartment, all overlooking the back garden where a pine tree penetrates the balcony. Two bedrooms are located on the long leg. Master bedroom was conceived as a suite room, with a work area and a round jacuzzi inside the bed area, overlooking the park nearby.

Both refurbishments achieved providing high-quality residential interiors, which provided a unique experience for their users. Due to lack of equivalent amenities in this region, the apartments got leased instantly after been completed.

RESIDENTIAL INTERIOR

MOODBOARD