Graduate Architect and Urban Designer
0415 994 224
rafaelruelam@gmail.com
linkedin.com/in/rafael-mi randa-arch-urb/
Southbank, VIC , 3006
* *Graduate visa holder until 2025. Partner and skilled visa applicant.
Graduate Architect and Urban Designer
About
I am a graduate of Architecture and Urban Design passionate about sustainable practices and innovation. I bring fresh knowledge from over 3 years of successful work in the building industry and a rich academic journey. Attentive to details, confident and considerate, I carry exceptional team spirit and self-sufficiency to also work individually. I have been developing my ca -
reer for the past 4 years here in Australia. I am proud to say I have been achieving my goals. For the past year I have been part of Thexton Smith team as a graduate architect. Previously, Not only was I accepted for Swinburne’s Masters program, but I was also awarded full scholarship based on my outstanding previous results.
Education
Master of Architecture and Urban Design
Swinburne University of Technology: 2019 -2021
Bachelor Of Architecture and Urbanism
Universidade Federal de Minas Gerais, UFMG*: 2011 - 2017
Exchange Program (Architecture)
California Polytechnic State University, Cal Poly**: 2014 - 2015
*2017’s #1 Architecture and Urbanism program in Brazil by its most prestigious newspaper Folha de São Paulo, currently #2 <https://ruf.folha.uol.com.br/2019/ranking-de-cursos/arquitetura-e-urbanismo/>
**2014’s #1 Architecture undergraduate program in the US by Design Intelligence, currently #2 <https://www.di-rankings.com/most-hired-from-schools-architecture/>
Rafael MirandaEmployment History
Graduate Architect: Jun 2022 - present
Thexton Smith Architects, 109/134 Cambridge St, Collingwood VIC 3066
Reference: Nolan Smith (03) 9326 3431
Store Team Member: March 2019 - Present
Woolworths Fitzroy, 243 Smith St, Fitzroy VIC 3065 Supervisor: Chi Tang ((03) 8347 6542)
Assistant Architect: Orctober 2016 - May 2018
Vasconcellos Maia Supervisor Juliana Vasconcellos <https://julianavasconcellos.com/>
Research Assistant: February 2013 - February 2014
LABCON - UFMG Environmental comfort Lab
Supervisor: Roberta Vieira and Raquel Diniz <https://sites.arq.ufmg.br/tau/labcon/>
Teacher Assistant: August 2012 - December 2012
Course: Introduction to Urbanism
Supervisor: José Augusto Martins Pessoa <https://sites.arq.ufmg.br/urb/>
Special Achievements
Dean Inaugural Scholarship
Swinburne University of Technology - 2019
Science Without Borders - Exchange Program Scholarship
CNPq - National Council for Scientific and Technological Development (Brazilian Government) - 2013
Skills
Autodesk Revit
Autodesk AutoCAD
Autodesk 3ds Max
SketchUp
Rhino
Grasshopper
Enscape
V-Ray
QGIS
ArcGIS
Adobe Photoshop
Adobe Illustrator
Adobe InDesign
Microsoft Office
Watercolour
English 83/90
PTE
Content
This portfolio presents a selection of professional and academic work varying from architecture focus projects to urban design and planning proposals. It exemplifies the skills previously stated and also showcases my visual and communication skills.
An Extroverted Node for Geelong’s Network of Places. p14
Broadmeadows Station. p20
School Precincts for 20min Neighbourhoods. p26
A Green Infrastructure for Governador Valadares. p30
Rafael Miranda
20 1230 A22.04 FINGER PULL TO DRAWERS BRASS LAMINATE I-LM601 DRW DRW DRW DRW ADJ ADJ ADJ ADJ ADJ ADJ ADJ FFFFF FF SHF SHF SHF SHF SHF SHF SHF SHF SHF--LM600FACE OF SHELVES. TBC PENDING SAMPLE AND ALUMINIUM BRASS ANGLE 20X20mm TO WRAP THE VERTICAL EDGES AND PANELS TO THE EDGE OF SHELVES -LM601 -LM601 -LM600 6100-GLASS TO SPLASHBAK. -G901 SHF BRASS STRIP TO THE EDGE OF BRASS ANGLE TO LAMINATE PANELS 20 Suite 109, 134 Cambridge Street, Collingwood VIC 66 studio@thextonsmith.com 93263431 ZUYA AFRICAN BBQ SHOP 18 CAROLINE SPRINGS BOULEVARD Display 002 Plan -Display 002 A22.04 A22.04 LOUVRED ROOF TO FALL TO SIDES TO DRAIN ONTO EXISTING ROOF -FS-L570 -PROVIDE POWER AND ALL REQUIRED CONTROLS. CONCRETE PAVING. VIEW JUNCTION ON SITE. GRADE NEW PAVING BASE SLAB TO NEW FALL. NEW RIDGE, VALLEY AND FLASHINGS AS REQUIRED. EXISTING PAVING. CHECK ON SITE. W/VAPOUR PERMEABLE FABRIC ROOF TILING TO BE REARRAGED PAINT FINISH TO PLASTERBOARD CEILING SUSPENSION CLIPS, INSTALLED TO MANUFACTURERS DETAILS HEAD JUNCTION CONFIRM EXACT POSITION ON SITE AND 102 FINISHES SCHEDULE OR A20.09. LAP MEMBRANE UNDER SUBSILL. FLUSH THRESHOLD TO COMPLY WITH SILL. ADJUSTABLE HEIGHT PODS SITTING NON-SLIP -ST320 SUSPENDED PAVERS STACKING SLIDING DOOR AS SCHEDULED. EXISTING SLAB NEW BUILDING SLAB STRUCTURAL ENGINEERS DETAILS. EXISTING ROOF STRUCTURE. ALLOW TO UPGRADE EXISTING ROOF STRUCTURE AS EXISTING FLASHING OVER DOOR HEAD. WEEP HOLE NEWPAVING SLAB SET TO FALL TO EXISTING STORM WATER SYSTEM OPENING ROOF SYSTEM STRUCTURE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ALUMINIUM BEAM SHORT DOWNPIPE TO DROP ONTO MAFUFACTURER AT 900CRS FLASHING BY THE ROOF TRUSS MEMBER. LOCATE EXISTING BUILDING ALLOW TO REMOVE AND RE-INSTALL REPLACE CONCRETE TILES WITH COLOURBOND FLASHING TRAY WHERE TILES TO PREVENT WATER INGRESS. COLORBOND TO MATCH EXISTING ROOF SILL FRAME WITH AS PER MANUFACTURER INSTALLER TO PROVIDE SHOP DRAWINGS FOR REVIEW, WITH ASSEMBLY FOR ARCHITECT APPORVAL PRIOR TO MANUFACTURE. WEATHER SEAL TO THE UNDERSIDE OF ADJUSTABLE HEIGHT PODS SITTING ON MEMBRANE MATCH DOOR FRAME. EXISTING FASCIA AND GUTTER IN BACKGROUND ARCHITECT AND STRUCTURAL ENGINEER. TIDY FINISH AND CONNECTION BETWEEN RPOOF. NOT RUST OR PREMATURE CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO OMMENCEMENT OF ANY WORK, THE PURCHASE OR ORDERING ANY MATERIALS OR FITTINGS, PLANT, SERVICES OR EQUIPMENT AND THE PREPARATION OF SHOP DRAWINGS AND/OR THE FABRICATION OF ANY COMPONENTS. DO NOT SCALE DRAWINGS -REFER TO FIGURED DIMENSIONS ONLY. ANY DISCREPANCIES ARE TO REFERRED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. ALL DRAWINGS MAY NOT BE REPRODUCED OR DISTRIBUTED WITHOUT PRIOR PERMISSION FROM THE ARCHITECT. DRAWINGS ARE TO BE READ IN CONJUNCTION WITH HE ENTIRE DOCUMENTATIONPACKAGE, INCLUDING SCHEDULES, CALCULATIONS AND SPECIALIST CONSULTANTS REPORTS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. Drawn Scale Project No. Status Plot Date Filename Drawing No. Checked PRELIMINARY As indicated@A1 5/07/2023 9:14:23 PM T2 Author 0065 TENDER ISSUE Checker A20.10 TLC THE BELMONT 235 HIGH ST, BELMONT, GEELONG INTERNAL AREA PLANS AND ELEVATIONS -SPORTS BAR SECTION 1 25 A20.10 Detail 13 1 50 A03.05 A03.04_GENERAL ARRANGEMENT PLAN -SPORTS BAR ROOF 2 SECTION 1 10 A20.09 3 Detail 14 SECTION 10 A20.10 4 Detail 15 SECTION 1 10 A20.09 5 Detail 16 P1DD P1 28/02/22 P2DD P2 11/03/22 P3DD P3 01/04/22 P4DD P4 14/04/22 T1T1 24/06/22 T2T2 28/07/22 Zuya African BBQ. p10 High Street, Belmont - TLC p.12
Albert St, East Melbourne. p6
Albert St
East Melbourne
Thexton Smith, Minicon and Jolson Residential for Construction
Project Leader - Nolan Smith
The project I have spent the most time working on as part of Thexton Smith’s team is a Luxury apartment block in East Melborne. Minicon and Orchard Piper are the constructors and developers of this project designed by Jolson Architecture. Us at TS, were commissioned to do the last design development stages, draw the construction documents and manage them during construction.
I participated in building the model on Revit from previews drawings by Jolson. The next pages of the folio present some of the many sheets and drawings completely documented by me. Also, BIM families that I edit or created, and got them ready to be scheduled in the project.
Section Detail
Door Type Legend
6 TREADS @250mm TREADS @250mm ABOVE TREADS @250mm TO ABOVE TREADS @250mm ABOVE TREADS @250mm TREADS @250mm STAIRS CORE 02 GF STAIRS CORE 02 L01 50 STAIRS CORE 02 L02 STAIRS CORE 02 L04 (L03 TO L06) 43798 35400 57900 ROOF RISERS @188mm RISERS @188mm RISERS @182mm RISERS @182mm RISERS 182mm RISERS 182mm RISERS @187mm RISERS 187mm RISERS @187mm RISERS @187mm RISERS @187mm RISERS @187mm RISERS @187mm RISERS @187mm RISERS @184mm 11 RISERS @184mm RISERS @184mm 43798 35400 57900 ROOF UP 21 20 19 18 17 16 15 14 13 12 11 10987654321 UP D E 4 C 3 AR-61-282 1 1 AR-61-283 1231360 6150 440 CLEAR 1200 11 TREADS @250mm 3019 LANDING 750 10 TREADS @250mm TO ABOVE 3354 LANDING 860 10 TREADS @250mm TO ABOVE 3354 LANDING 750 TREADS @250mm 3019 LANDING 1281 CLEAR 1100 57012051501200 SSL:39970 SSL:39950 RL RL 41793 RL RL 41793 2 AR-61-283 1062529 361 LANDING ABOVE 977 OVERALL 9381 1429 LANDING 1831 THEXTONSMITH RETAINS ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS INCLUDING COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS IN RESPECT OF THIS DOCUMENT. THE RECIPIENT INDEMNIFIES THEXTONSMITH AGAINST ALL CLAIMS RESULTING FROM USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED USE, UNAUTHORIZED CHANGES OR REUSE OF THE DOCUMENT ON OTHER PROJECTS WITHOUT THE PERMISSION OF THEXTONSMITH. UNDER NO CIRCUMSTANCE SHALL TRANSFER OF THIS DOCUMENT BE DEEMED SALE OR CONSTITUTE TRANSFER OF THE LICENSE TO USE THIS DOCUMENT CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO OMMENCEMENT OF ANY WORK, THE PURCHASE OR ORDERING AND THE PREPARATION OF SHOP DRAWINGS. DO NOT SCALE DRAWINGS REFER TO FIGURED DIMENSIONS ONLY. DRAWINGS ARE TO READ IN CONJUNCTION WITH THE ENTIRE DOCUMENTATION PACKAGE, INCLUDING SCHEDULES, CALCULATIONS, SPECIFICATIONS AND SPECIALIST CONSULTANTS REPORTS. © THEXTONSMITH PTY LTD. C:\Users\rafael\Documents\AR_Albert Street_Structural_rafael4DMKK.rvt 28/06/2023 12:45:49 PM 1 50 1 50 AR-52-080 STAIRS CORE 02 L01 2 REV. DESCRIPTION. DATE. DD1Structural Issue 07/12/2022 LEVEL 2 FFL 43798 LEVEL 3 FFL 47250 LEVEL 4 FFL 50800 LEVEL 1 FFL 39970 LEVEL 5 FFL 54350 GROUND FFL 35400 LEVEL 6 FFL 57900 LEVEL 7 FFL 61450 LEVEL 8 FFL 65500 ROOF 69800 D E C 430 4570 3828 3452 3550 3550 3550 3550 4050 4300 11 RISERS @188mm 2070 11 RISERS @188mm 2070 11 RISERS @182mm 2005 10 RISERS @182mm 1823 10 RISERS @ 182mm 1817 9 RISERS @ 182mm 1635 9 RISERS @187mm 1682 10 RISERS @ 187mm 1868 10 RISERS @187mm 1868 9 RISERS @187mm 1682 9 RISERS @187mm 1682 10 RISERS @187mm 1868 9 RISERS @187mm 1682 10 RISERS @187mm 1868 11 RISERS @184mm 2025 11 RISERS @184mm 2025 RL 63475 RL 59768 RL 56218 RL 52668 RL 49118 RL 45615 RL 41793 RL 37900 260 13 RISERS @184mm 2387 1653 RL 67153 CLEARANCE 2100 MIN CLEARENCE 2100 MIN CLEARANCE 2100 MIN CLEARANCE 2100 MIN CLEARANCE 2100 MIN CLEARANCE 2100 MIN CLEARANCE 2100 MIN CLEARANCE 2100 MIN CLEARANCE 2100 MIN CLEARANCE 2100 MIN LEVEL 2 FFL 43798 LEVEL 3 FFL 47250 LEVEL 4 FFL 50800 LEVEL 1 FFL 39970 LEVEL 5 FFL 54350 GROUND FFL 35400 LEVEL 6 FFL 57900 LEVEL 7 FFL 61450 LEVEL 8 FFL 65500 ROOF 69800 4 SECTION 50 AR-61-280 1 STAIRS CORE 02 -SECTION 03 DRAWING NO. REVISION. THEXTONSMITH RETAINS ALL COMMON LAW, STATUTORY LAW COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS IN RESPE CT OF THIS DOCUMENT. THE RECIPIENT INDEMNIFIES THEXTONSMITH AGAINST ALL CLAIMS RESULTING FROM USE OF THIS REUSE OF THE DOCUMENT ON OTHER PROJECTS WITHOUT THE PERMISSION OF THEXTONSMITH. UNDER NO CIRCUMSTANCE SHALL TRANSFER OF THIS DOCUME NT BE DEEMED SALE OR CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO OMMENCEMENT OF ANY WORK, THE ENTIRE DOCUMENTATION PACKAGE, INCLUDING SCHEDULES, CALCULATIONS, SPECIFICATIONS AND ANY DISCREPANCIES ARE TO BE REFERRED TO THE ARCHITE CT PRIOR TO PROCEEDING WITH WORK. THEXTONSMITH PTY LTD. Suite 109, 134 Cambridge Street, Collingwood VIC, 066 studio@thextonsmith.com www.thextonsmit DRAWING TITLE. PRELIMINARY PROJECT ADDRESS. SCALE @ A1 DESIGN DEVELOPMENT C:\Users\rafael\Documents\AR_Albert Street_Structural_r afael4DMKK.rvt 28/06/2023 12:45:58 PM DD1 28/06/2023 12:45:58 PM 1 50 AR-61-283 STAIR CORE 02 (RESIDENTIAL) -SECTION DETAIL 364-370 ALBERT STREET MINICON 370 ALBERT STREET 0101 07/12/2022 SECTION 1 50 AR-61-280 2 STAIRS CORE 02 -SECTION 04 REV. DESCRIPTION. DATE. DD1Structural Issue 07/12/2022 FFL DOOR TYPE C.0 DESCRIPTION: SINGLE LEAF HINGED APARTMENT ENTRY DOOR REFER TO DOOR HARDWARE SCHEDULE FOR SPECIFICATION. SMOKE SEAL 303 SIGNAGE 1500 HARDWARE SETOUT 1000 LEAF HEIGHT LEAF WIDTH LEAF HEIGHT LEAF WIDTH OPENING 301 DOOR TYPE C.1 DESCRIPTION: 1.5 LEAF HINGED APARTMENT ENTRY DOOR REFER TO DOOR HARDWARE SCHEDULE FOR SPECIFICATION. SMOKE SEAL SWSW SW FFL HANDLE HEIGHT 1000 LATCH/LOCK HEIGHT 900 DOOR TYPE C.5 DESCRIPTION: SINGLE LEAF CAVITY INTER-APARTMENT SLIDING DOOR. REFER TO DOOR HARDWARE SCHEDULE FOR SPECIFICATION LEAF HEIGHT DOOR TYPE C.4 DESCRIPTION: FULL HEIGHT SINGLE LEAF HINGED INTER-APARTMENT SOLID CORE DOOR WITH FIXED PANEL ABOVE LOCATION: LV 7 AND LV REFER TO DOOR HARDWARE SCHEDULE FOR SPECIFICATION. F SW PANEL HEIGHT 500 FIXED PANEL TO MATCH DOOR LEAF -TO CEILING HEIGHT LEAF WIDTH
Stair Core Section
Stair Core Detail Plan
LEVEL 4 FFL 50800 WINDOW VERTICALS TO CONTINUE TO U/S SLAB. ADDITIONAL TRANSOM AT SLAB AND DOOR HEAD. REPLACE GLASS WITH 12MM CEMENT SHEET WINDOW SILL TO SIT FLUSH WITH FINISHED FLOOR LEVEL SILL TO BE RECESSED INTO SLAB REBATE REFER TO STRUC. ENG. DOCS FALL ON TERRACE TO BE CAST INTO SLAB REFER TO ENG DOCS. MINIMUM SLAB DEPTH AND FREEBOARD TO BE RETAINED TERRACE TILE TO BE SUPPORT ON VERSIPAVE PEDESTAL PAVING SYSTEM OR SIMILAR ME-02 WATER PROOFING TO AS4654.2 5x5mm BOND BREAKER AT START OF FREEBOARD CONC. SLAB TO ENG. DOCS ARCHITECT TO COORDINATE FLOOR WASTE LOCATIONS TO TERRACES 200x200x50mm LOCALISED SLAB RECESS FOR FLOOR WASTE PREFERENCE FOR 100mm DIA. WASTE PIPE HOWEVER DUE TO CLEARANCE 80mm DIA DOWNPIPE TO BE CONSIDERED WITH 100mm FLOOR WASTE RECESSED CURTAIN PELMET REFER TO A600.3 FOR DETAILS AND RCPS FOR LOCATIONS AND EXTENT RONDO P50 20 350 330 50 50 250 750 LEVEL 4 FFL 50800 WINDOW VERTICALS TO CONTINUE TO U/S SLAB. ADDITIONAL TRANSOM AT SLAB AND DOOR HEAD. REPLACE GLASS WITH 12MM CEMENT SHEET WINDOW SILL TO SIT FLUSH WITH FINISHED FLOOR LEVEL SILL TO BE RECESSED INTO SLAB REBATE REFER TO STRUC. ENG. DOCS FALL ON TERRACE TO BE CAST INTO SLAB REFER TO ENG DOCS. MINIMUM SLAB DEPTH AND FREEBOARD TO BE RETAINED TERRACE TILE TO BE SUPPORT ON VERSIPAVE PEDESTAL PAVING SYSTEM OR SIMILAR ARCHITECT TO COORDINATE FLOOR WASTE LOCATIONS TO TERRACES ME-02 WATER PROOFING TO AS4654.2 5x5mm BOND BREAKER AT START OF FREEBOARD CONC. SLAB REFER TO ENG. DOCS 200x200x50mm LOCALISED SLAB RECESS FOR FLOOR WASTE PREFERENCE FOR 100mm DIA. WASTE PIPE HOWEVER DUE TO CLEARANCE 80mm DIA DOWNPIPE TO BE CONSIDERED WITH 100mm FLOOR WASTE RECESSED CURTAIN PELMET REFER TO A600.3 FOR DETAILS AND RCPS FOR LOCATIONS AND EXTENT RONDO P50 NOTE: REFER TO AR-11 21 31 SERIES FOR SLAB PROFILE AND SET-OUT PLANS. REFER TO TYPICAL PRE-CAST & SLAB DETAILS AR-60-200, 201 & 210. REFER TO PRE-CAST & SLAB DETAILS, FINISHES SCHEDULE (AR-91 SERIES) AND EXTERNAL ELEVATIONS (AR-40 SERIES) FOR FINISHES. REFER TO AR-11 21 31 SERIES FOR SLAB PROFILE AND SET-OUT PLANS. READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS DOCUMENTATION. THEXTONSMITH RETAINS ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS INCLUDING COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS IN RESPECT OF THIS DOCUMENT. THE RECIPIENT INDEMNIFIES THEXTONSMITH AGAINST ALL CLAIMS RESULTING FROM USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED USE, UNAUTHORIZED CHANGES OR REUSE OF THE DOCUMENT ON OTHER PROJECTS WITHOUT THE PERMISSION OF THEXTONSMITH. CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO OMMENCEMENT OF ANY WORK, THE PURCHASE OR ORDERING AND THE PREPARATION OF SHOP DRAWINGS. DO NOT SCALE DRAWINGS REFER TO FIGURED DIMENSIONS ONLY. DRAWINGS ARE TO B READ IN CONJUNCTION WITH THE ENTIRE DOCUMENTATION PACKAGE, INCLUDING SCHEDULES, CALCULATIONS, SPECIFICATIONS AND SPECIALIST CONSULTANTS REPORTS. ANY DISCREPANCIES ARE TO BE REFERRED TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. THEXTONSMITH PTY LTD. 5/07/2023 4:55:18 PM SECTION 1 10 1 DETAIL SECTION -TERRACE TYPICAL SECTION 1 10 AR-50-245 2 DETAIL SECTION -TERRACES -303,403,503 REV. DESCRIPTION. DATE. DD1Preliminary Issue 10/03/2023
BALUSTRADE, FIXINGS AND DETAIL SECTION -TERRACES -303,403,503 SECTION WORK IN PROGRESS
General Arrangement plan
Privacy Screen Parametric Family
*I would be happy to bring to an interview the COMPLETE work I have done for this project.
7 1 2 3 4 6 7 5 TYPE C.0 W.L7-16 FH FP-01 19.38 m 186° 35' 03" 26 23 m 186 27 03 0 3 0 m 2 7 6 ° 5 4 0 3 1 66 m 11 44 03 1 89 m 5 11 03 18.72 m 6° 36' 03" 9 8 2 m 2 7 6 4 4 5 5 1 7 0 6 m 2 7 6 4 3 0 3 SETOUT 4550 3000 5000 5125 3665 3790 675 W.L7-18 W.L7-12 W.L7-13 W.L7-15 W.L7-17 APARTMENT 701 2 7 3 6 TYPE I.1 W.L7-01 (CEILING HEIGHT) (PELMET HEIGHT) FINISH, DETAILING, TRACK DETAIL AND ELEVATION Ortho SECTION ELEVATION 5 18.72 36' 03" SERVICES (CIVIL, HYDRAULIC, MECHANICAL, LOCAL AUTHORITY REQUIREMENTS, THE BUILDING WATER 600AFFL. POWER AFFL.--SEC SEC FFL FCL PELMET TIM-02 MT-02 ALL METALLIC RODS, PIVOT FITTINGS AND FIXING ELEMENTS FINISHES TO MATCH. *NUMBER OF VERTICAL RODES TO SUIT SPAN OF SCREEN PENDING REVIEW OF MATERIAL USED FOR HORIZONTAL ELEMENTS TIMBER HORIZONTAL ELEMENTS TO BE STAINED/ TREATED TO MATCH FLOORBOARDS WORKSHOP REQUIRED FOR FEASIBILITY AND CONSTRUCTABILITY OPTIONS WITH JOINER CABINET MAKER. TIMBER SPECIES, TIMBER FINISH, DETAILING, TRACK DETAIL AND DIMENSIONS SHOWN TBC PIVOTING MECHANISM TO BE CONFIRMED OVERALL HEIGHT (CEILING HEIGHT) HEIGHT 1 (PELMET HEIGHT) HEIGHT 2 WIDTH 10 CONNECTING ROD. REBATED PLATE CONNECTION FROM BELOW. DETAIL OF CONNECTIONS TBC DRESSED TIMBER HORIZONTAL ELEMENTS FLOOR FITTING TO BE INSTALLED WITHIN ROD TO ALLOW REMOVAL OF SCREEN, TO CLEAN GLAZING BEHIND. DETAIL + FITTING TBC THROUGH WORKSHOP WORKSHOP REQUIRED FOR FEASIBILITY AND CONSTRUCTABILITY OPTIONS WITH JOINER CABINET MAKER. TIMBER SPECIES, TIMBER FINISH, DETAILING, TRACK DETAIL AND DIMENSIONS SHOWN TBC 18 52 18 18 52 18 52 18 VARIES 70 70 70 FCL VARIES 52 70 60 12 TIMBER ELEMENTS TO HAVE ROUNDED DETAIL TO EDGE WORKSHOP REQUIRED FOR FEASIBILITY AND CONSTRUCTABILITY OPTIONS WITH JOINER CABINET MAKER. TIMBER SPECIES, TIMBER FINISH, DETAILING, TRACK DETAIL AND DIMENSIONS SHOWN TBC 12 CONNECTING RODS. REBATED PLATE CONNECTION FROM BELOW TO CONNECT TO WOODEN BLADES. DETAIL OF CONNECTION TBC DRESSED TIMBER HORIZONTAL ELEMENTS PIVOTING MECHANISM TO BE CONFIRMED PELMET HEIGHT 2 F PD FIXED PORTION OF SCREEN TO EXTEND INTO PELMET, AT SAME RHYTHM OF OPERABLE PORTION BELOW. TOP FITTINGS TO BE CONCEAL FIXED WITHIN PELMET ABOVE. TOP PIVOT FITTING TO ALLOW FOR OPERATION TO LOWER PORTION OF SCREEN. FITTING TO BE CONCEALED AS MUCH AS FEASIBLE BETWEEN TOP BLADE OF OPERABLE SCREEN PORTION AND BOTTOM BLADE OF FIXED PORTION OPERABLE PORTION OF SCREEN TO SIT BELOW PELMET LINE TO ALLOW FOR OPENING INWARDS. HEIGHT OF OPERABLE PORTION GOVERNED BY CONSISTENT BATTEN SETOUT, AND IS TO BE AS HIGH AS POSSIBLE WHIST STILL SITTING BELOW THE PELMET LINE FLOOR MOUNTED FITTING TO BE INSTALLED TO FLUSH FINISH WITH FLOOR BOARD. IF POSSIBLE, AS MUCH OF FITTING TO BE RECESSED INTO BOTTOM TIMBER BLADE TO CONCEAL FITTING. BOTTOM BLADE SETOUT GOVERNED BY SETOUT HEIGHT REQUIRED BY PIVOT FITTING SELECTED. SUBFRAME INDICATED BY BLACK DASHED LINE MAY BE REQUIRED. IF REQUIRED, SUBFRAME TO BE CONCEALED WITHIN VERTICAL RODS AND HORIZONTAL TIMBER BLADES, SO AS TO NOT BE VISIBLE. FABRICATOR TO RECOMMEND WHETHER SUBFRAME REQUIRED. CONCEALED STOP WILL BE REQUIRED TO WINDOW SIDE OF SCREEN TO PREVENT SCREEN FROM OPENING INWARD. 1 : 2 AR-72-515 1 DETAIL PLAN SECTION -INTERIOR SCREENS SECTION 1 2 AR-72-515 2 DETAIL SECTION -INTERIOR SCREENS
model
Revit
50mm x 20mm STEEL "D" PROFILE WELDED TO UPRIGHTS 15mm DIA STEEL CIRCULAR PROFILE @125mm C-C WELDED TO BASE PLATE BALUSTRADE PANEL BREAK UP AND FIXING TO BE CONFIRMED BY STRUC. ENG. FALLS TO EDGE OF SLAB BUILDING EDGE TO BE LOWER THAN FFL TO ALLOW FOR DRAINAGE OVERFLOW POWDERCOATED STEEL BASE PLATE FIXED VERITCALLY INTO CONC. SLAB TO ENG DOCS CONNECTION TO BE DETAILED BY WATERPROOFING CONTRACTOR. WATERPROOFING TO AS 4654.2 CUT TILES TO SUIT BALUSTRADE BASE PLATE. TILE OFFSET TO MATCH TYPICAL TILE JOINT WIDTH TERRACE FALLS TO BE CAST INTO SLAB REFER TO ENG. DOCS. MINIMUM SLAB DEPTHS AND FREEBOARD TO BE MAINTAINED ME-02 WATER PROOFING TO AS4654.2 CONCRETE SLAB TO ENG DOCS CONCRETE SLAB TO RADIUS TO UNDERSIDE OF SLAB EDGEDOCS DRIP 10mm SHADOWLINE JOINT BETWEEN SLAB EDGE AND SOFFIT SOFFIT TO BE OF MONOLITHIC CONSTRUCTION NO JOINT LINES ARE ACCEPTABLE DRIP 50mm x 20mm STEEL "D" PROFILE WELDED TO UPRIGHTS BALUSTRADE PANEL BREAK UP AND FIXING TO BE CONFIRMED BY STRUC. ENG. CUT TILES TO SUIT BALUSTRADE BASE PLATE. TILE OFFSET TO MATCH TYPICAL TILE JOINT WIDTH. POWDERCOATED STEEL BASE PLATE FIXED VERITCALLY INTO CONC. SLAB TO ENG DOCS CONNECTION TO BE DETAILED BY WATERPROOFING CONTRACTOR. WATERPROOFING TO AS 4654.2 FALLS TO EDGE OF SLAB BUILDING EDGE TO BE LOWER THAN FFL TO ALLOW FOR DRAINAGE OVERFLOW 15mm DIA STEEL CIRCULAR PROFILE @125mm C-C WELDED TO BASE PLATE ME-02 WATER PROOFING TO AS4654.2 CONCRETE SLAB TO ENG DOCS SOFFIT TO BE OF MONOLITHIC CONSTRUCTION NO JOINT LINES ARE ACCEPTABLE 10mm SHADOWLINE JOINT BETWEEN SLAB EDGE AND SOFFIT 5x5mm BOND BREAKER AT START OF FREEBOARD CONCRETE SLAB TO RADIUS TO UNDERSIDE OF SLAB EDGEDOCS DRIP CONCRETE STRUCTURE AND HOB TO BALCONY. EXPANSION CLIP TO PERIMETER JUNCTION OF TILE AND BALUSTRADE. MT-01 TO BALUSTRADE. SUSPENDED NON-SLIP 20mm PORCELAIN PAVERS TO BE CUT TO SUIT BALUSTRADE PROFILE. TILES ON COMPLIANT VERSATILE PEDISTAL PAVING SYSTEM. BUILDERS SELECTED PROPRIETARY BALUSTRADE SYSTEM. ME-02 WATERPROOF MEMBRANE TO EXPOSED PORTION OF SLAB. ALIGN 10mm NOM. PACKING TO U/S OF BALUSTRADE TO SET LEVEL AND ALLOW FOR DRAINAGE UNDER. BALUSTRADE, FIXINGS AND PACKINGS TO BE CERTIFIED BY BALUSTRADE ENGINEER. DRAWING NO. REVISION. Suite 109, 134 Cambridge Street, Collingwood VIC, 066 studio@thextonsmith.com w www.thextonsmith.com DRAWING TITLE. PRELIMINARY PROJECT ADDRESS. CLIENT. PROJECT NAME. SCALE @ A1 PROJECT NO. DRAWING STATUS. DESIGN DEVELOPMENT DATE. DD1 5/07/2023 4:55:18 PM As indicated AR-60-461 SECTION DETAILS -TERRACES (2 OF 2) 364-370 ALBERT STREET MINICON 370 ALBERT STREET 0101 10/03/2023 SECTION 5 3 TYPICAL BALUSTRADE DETAIL WORK IN PROGRESS
8--- - -----PC-12E.1PC-01A.2Internal elevations SHADOWLINE CONSTRUCTION JOINT. OBLIQUE TO VIEW OBLIQUE TO VIEW CONCRETE FOOTING TO ENGINEERS SPECIFCATIONS. PF-25 PF-25 RL 35900 TS-01 GROUND FFL 35400 C CONCRETE FOOTING TO ENGINEERS SPECIFCATIONS. OBLIQUE TO VIEW PF-25 D.GF-26 PF-25 RL 35900 OBLIQUE GROUND FFL 35400 OBLIQUE TO VIEW OBLIQUE TO VIEW OBLIQUE TO VIEW OBLIQUE TO VIEW WALL CURVES PF-25 PF-11 A B 2 3 WALL CURVES WALL CURVES PF-25 DRAWING NO. REVISION. THEXTONSMITH RETAINS ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS INCLUDING COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS IN RESPECT OF THIS DOCUMENT. THE RECIPIENT INDEMNIFIES THEXTONSMITH AGAINST ALL CLAIMS RESULTING FROM USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED USE, UNAUTHORIZED CHANGES OR REUSE OF THE DOCUMENT ON OTHER PROJECTS WITHOUT THE PERMISSION OF THEXTONSMITH. UNDER NO CIRCUMSTANCE SHALL TRANSFER OF THIS DOCUMENT BE DEEMED SALE OR CONSTITUTE A TRANSFER OF THE LICENSE TO USE THIS DOCUMENT CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK, THE PURCHASE OR ORDERING AND THE PREPARATION OF SHOP DRAWINGS. DO NOT SCALE DRAWINGS REFER TO FIGURED DIMENSIONS ONLY. DRAWINGS ARE TO READ IN CONJUNCTION WITH THE ENTIRE DOCUMENTATION PACKAGE, INCLUDING SCHEDULES, CALCULATIONS, SPECIFICATIONS AND SPECIALIST CONSULTANTS REPORTS. ANY DISCREPANCIES ARE TO BE REFERRED TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. © THEXTONSMITH PTY LTD. Suite 109, 134 Cambridge Street, Collingwood VIC, 066 studio@thextonsmith.com www.thextonsmith.com DRAWING TITLE. PRELIMINARY PROJECT ADDRESS. PROJECT NAME. SCALE @ A1 PROJECT NO. DRAWING STATUS. DESIGN DEVELOPMENT DATE. C:\Users\rafael\Documents\AR_Albert Street_Tower_rafael4DMKK.rvt 28/06/2023 12:14:34 PM DD1 28/06/2023 12:14:34 PM As indicated AR-72-054 BASEMENT RAMP ELEVATION 364-370 ALBERT STREET MINICON 370 ALBERT STREET 0101 31/03/2023 REV. DESCRIPTION. DATE. DD1Preliminary Issue 31/03/2023 ELEVATION 50 AR-21-108 B BASEMENT RAMP -ELEVATION B ELEVATION 1 50 AR-21-108 A BASEMENT RAMP -ELEVATION A AR-10-133 C ELEVATION 1 50 AR-10-133 D BASEMENT RAMP -ELEVATION D ELEVATION 1 50 AR-10-133 E BASEMENT RAMP -ELEVATION E Copy 1 AR-21-108 F STEP STEP 50 STEP STEP 40 STEP 40 STEP STEP 40 STEP 40 STEP 40 EP50 STEP STEP 50 STEP 50 STEP 1. REFER TO FIXTURES AND LIGHTING ELECTRICAL SCHEDULE FOR FIXTURES AND FITTINGS. 2. REFER TO STRUCTURAL AND SERVICES AND ENGINEERS DOCUMENTATION FOR FURTHER INFORMATION. 3. REFER TO AR-21-105 FOR CAPPING BEAM SETOUT. 4. CONFIRM ALL SERVICES PENETRATION VOID SIZES ON SITE, AND WITH RELEVANT CONSULTANT DOCUMENTATION. 5. REFER TO CIVIL ENGINEERS DRAWINGS FOR LOCATIONS OF INSPECTION OPENINGS. 6. REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR DIMENSIONS OF PRECAST WALL PANELS AND SLAB D E F G H J K B C A VOID TO LIFT SHAFT SERVICES VOID SERVICES VOID SERVICES VOID SLAB SET DOWN TO PERIMETER OF FACADE TO BE SET DOWN 50MM FROM FSL. SET DOWN TO FALL TO PERIMETER AT 1:100. PROVIDE 50MM SET DOWN FOR GLAZING SYSTEM. REFER TO DETAIL. BALCONIES SET 100MM BELOW FSL. INTEGRAL FALLS TO BALCONY SLABS TO FLOOR WASTES. ALL WET AREA SET DOWNS TO HAVE INTEGRAL FALLS TO SLAB TO FLOOR WASTES. LINE OF SLAB FOLD SSL:61430 1445 5420 3020 6150 6575 6120 3300 6000 PROVIDE 50MM SET DOWN FOR GLAZING SYSTEM. REFER TO DETAIL. PROVIDE 50MM SET DOWN FOR GLAZING SYSTEM. REFER TO DETAIL. RL 61380 RL 61380 20mm SET DOWN TO LIFT LOBBY TO CONTINUE INTO ADJACENT DOOR THRESHOLDS, INCLUDING LIFT DOOR. SERVICES PENETRATIONS TO RISERS AS REQUIRED. COORDINATE WITH SERVICES DOCUMENTATION AND SUBCONTRACTOR ON SITE. PC-02F.0 PC-10B.2 PC-01H.1 PC-01F.1 PC-01E.1 PC-01B.1 PC-05D.0 PC-07B.1 PC-07D.1 PC-03G.1 PC-09A.2 PC-11A.0 PC-10A.2 PC-11F.0 CO-ORDINATE PANEL WITH LIGHT AND WATER TAP GAS GPO. TYPICAL ELEVATION ON AR-60-200. CO-ORDINATE PANEL WITH LIGHT AND WATER TAP GAS GPO. TYPICAL ELEVATION ON AR-60-200. BIN SHUTE DASHED RED LINE INDICATES EXTENT OF FIRE RATED PLASTERBOARD APPLIED TO SLAB SOFFIT TO ENSURE CONTINUED FIRE RATING UNDER FLOOR BOX. 2x16m FYRECHECK. SEAL GAPS WITH SELLEYS PRO SERIES FIREBLOCK OR CSR FIRESEAL DASHED RED LINE INDICATES EXTENT OF FIRE RATED PLASTERBOARD APPLIED TO SLAB SOFFIT TO ENSURE CONTINUED FIRE RATING UNDER FLOOR BOX. 2x16m FYRECHECK. SEAL GAPS WITH SELLEYS PRO SERIES FIREBLOCK OR CSR FIRESEAL AR-52-083 C.2 AR-52-089 G.2 AR-52-081 A.2 AR-52-085 D.2 AR-52-087 E.2 AR-60-210 COL COL COL COL PC-12C.1 PC-03H.0 PC-11F.0 PC-12H.0 PC-01A.2 PC-12E.1 PC-12A.1 PC-04B.2 PC-01A.2 PC-01A.2 AR-52-095 B.2 J.2 K.2 FB-02 FB-02 SSL: 61410 PC-03I.0 FW SSL: 61330 FW SSL: 61330 FW SSL: 61330 THEXTONSMITH RETAINS ALL COMMON LAW, STATUTORY LAW COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS IN RESPECT OF THIS DOCUMENT. DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED USE, UNAUTHORIZED CHANGES OR UNDER NO CIRCUMSTANCE SHALL TRANSFER OF THIS DOCUMENT BE DEEMED SALE OR PURCHASE OR ORDERING AND THE PREPARATION OF SHOP DRAWINGS. DO NOT SCALE DRAWINGS ENTIRE DOCUMENTATION PACKAGE, INCLUDING SCHEDULES, CALCULATIONS, SPECIFICATIONS AND SPECIALIST CONSULTANTS REPORTS. ANY DISCREPANCIES ARE TO BE REFERRED TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. © THEXTONSMITH PTY LTD. REV. DESCRIPTION. DATE. DD1Preliminary Issue 21/11/2022 NOT REVISION ,NOTES ONLY, CLOSE OFF ELEVATION BASEMENT RAMP -ELEVATION ELEVATION BASEMENT RAMP -ELEVATION ELEVATION BASEMENT RAMP -ELEVATION ELEVATION BASEMENT RAMP -ELEVATION Copy ELEVATION BASEMENT RAMP -ELEVATION Copy
Setout Plan
model----- -- - ------- - -- - --ELEVATION C.2
Slab
Revit
9 PRECAST PANEL -PC-12G.0 PRECAST PANEL -PC-12F.0 PARAPET 3D VIEW 3D VIEW GLAZING -TYPE GLAZING -TYPE G 25 GLAZING -TYPE H SEC OUTSIDE PLAN 1955 70 280 350 220 1515 220 OUTSIDE OUTSIDE OUTSIDE SECTION 2963 280 +20mm -REFER TO DETAIL ON SHEET AR-60-200 OUTSIDE 3D AXONOMETRIC OUTSIDE 3D AXONOMETRIC SEC PLAN 55 OUTSIDE 20575 70 895 965 280 280 270 689900° SECTION OUTSIDE 3060 +20mm -REFER TO DETAIL ON SHEET AR-60-200 280 OUTSIDE 3D AXONOMETRIC OUTSIDE 3560 +20mm -REFER TO DETAIL ON SHEET AR-60-200 SECTION 280 SEC PLAN 270 550 OUTSIDE 965 280 280 689900° DRAWING SCALE ARE GENERALLY 25 @ A1 IN EXCEPTION TO AXONOMETRIC AND SOME VIEWPORTS ARE CROPPED. REFER TO PRECAST PANEL ELEVATION SHEETS AR-52 SERIES FOR PENOTRATIONS, CUTOUTS, CAST-IN PLACE & MISC ALIGNMENTS. COORDINATE STRUCTURAL ENGINEER SPECIFICATIONS & DRAWINGS FOR PRECAST PANEL VERTICAL REINFORCEMENT ALIGNMENTS NO ALLOWANCE HAS BEEN MADE FOR PANEL JOINTS. PRECAST MANUFACTURER IS TO ALLOW FOR MINIMUM JOINT AT SHOP DRAWING STAGES FOR REVIEW PRECAST MANUFACTURER IS TO COORDINATE THICKNESSE WITH STRUCTRAL AND ALIGN STRUCTURAL CENTRERS OF PANELS ACCORDINGLY. SOME THICKNESSES SHOWN ON ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER STRUCTURAL -EG: FOR RECKLI FORMLINER FACING AND AS PER HEAD CONTRACTOR DIRECTION. GENERAL NOTE: PRECAST PANEL -PC-13B.0 5 PRECAST PANEL -PC-12G.0 2 PRECAST PANEL -PC-12H.0 3 DRAWING NO. REVISION. Suite 109, 134 Cambridge Street, Collingwood VIC, 066 studio@thextonsmith.com w www.thextonsmith.com DRAWING TITLE. PRELIMINARY PROJECT ADDRESS. CLIENT. PROJECT NAME. SCALE @ A1 PROJECT NO. DRAWING STATUS. DESIGN DEVELOPMENT DATE. NTS DD1 28/06/2023 12:39:14 PM AR-60-123 PRECAST PANEL SCHEDULE -TYPE 12 AND TYPE 13, 280mm PANEL 364-370 ALBERT STREET MINICON 370 ALBERT STREET 0101 07/12/2022 PC-12F.0 TYPECOUNT 1 1 PRECAST PANEL COUNT PC-13B.0 LEVEL PANEL TYPECOUNT LEVEL 2 PC-13B.0 TOTAL DATE. 07/12/2022 PRECAST PANEL COUNT PC-12G.0 LEVELPANEL TYPECOUNT LEVEL FFLPC-12G.0 LEVEL FFLPC-12G.0 LEVEL FFLPC-12G.0 TOTAL PRECAST PANEL COUNT PC-12H.0 LEVEL PANEL TYPECOUNT LEVEL 7 PC-12H.0 TOTAL LEVEL 5 FFL 54350 LEVEL 6 FFL 57900 LEVEL 7 FFL 61450 LEVEL 8 FFL 65500 ROOF 69800 D E C PC-11E.0 PC-10A.2 PC-10B.2 PC-15N.0 PC-15I.0 PC-16A.0 PC-16O.0 PC-16J.0 PC-12C.1 PC-12B.0 PC-10B.0 PC-10A.0 PC-11F.0 PC-11E.0 PC-10A.0 PC-10B.0 PC-12C.0 PC-15E.0 PC-12H.0 PC-12G.0 PC-12G.0 C.1 AR-52-082 VIEW REFERENCE D.2 AR-52-085 VIEW REFERENCE REFER TO PRECAST PANEL SCHEDULE SHEETS AR-60 SERIES FOR PANEL DETAILS. COORDINATE STRUCTURAL ENGINEER SPECIFICATIONS & DRAWINGS FOR PRECAST NO ALLOWANCE HAS BEEN MADE FOR PANEL JOINTS. PRECAST MANUFACTURER TO ALLOW FOR MINIMUM JOINT AT SHOP DRAWING STAGES FOR PRECAST MANUFACTURER IS TO COORDINATE THICKNESSE WITH STRUCTRAL AND ALIGN STRUCTURAL CENTRERS OF PANELS ACCORDINGLY. SOME THICKNESSES FOR RECKLI FORMLINER FACING AND AS PER HEAD CONTRACTOR DIRECTION. REFER TO SERVICES CONSULTANT DOCUMENTATION, MANU SPECIFICATIONS AND OTHER SPECIFICATIONS FOR PENO, UTOUTS, CAST-IN PLACE REQUIREMENTS MISC ALIGNMENTS. GENERAL NOTE: C KEY PLAN NTS B E D H D E F G H B C A L06 L05 REF E.2 AR-52-087 KEY ELEVATION EAST C, D NTS REF D.1 AR-52-084 REF C.1 AR-52-082 REF D.2 AR-52-085 REF C.2 AR-52-083 REF E.1 AR-52-086 CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO OMMENCEMENT OF ANY WORK, THE PURCHASE OR ORDERING AND THE PREPARATION OF SHOP DRAWINGS. DO NOT SCALE DRAWINGS THEXTONSMITH PTY LTD. Suite 109, 134 Cambridge Street, Collingwood VIC, studio@thextonsmith.com www.thextonsmith.com PRELIMINARY CLIENT. PROJECT NAME. SCALE @ A1 PROJECT NO. DRAWING STATUS. DESIGN DEVELOPMENT DATE. C:\Users\rafael\Documents\AR_Albert Street_Structural_rafael4DMKK.rvt 28/06/2023 12:36:46 PM DD2 28/06/2023 12:36:46 PM As indicated AR-52-083 PRECAST PANEL EAST ELEVATION C.2 -L05 TO L08 364-370 ALBERT STREET MINICON 370 ALBERT STREET 0101 01/03/2023 ELEVATION 50 AR-00-108 C.2 PRECAST PANEL EAST ELEVATION C.2 -L05 TO ROOF REV. DESCRIPTION. DATE. DD2Programme Issue NOTE: • THE SCHEDULES SHOWN ON EACH INDIVIDUAL SHEET IN THE AR-62 SERIES ARE TO INDICATE THE NUMBER OF WINDOWS OF EACH TYPE ONLY. REFER TO SHEET AR-62-300 FOR THE FULL GLAZING SCHEDULE, AND ALL DETAILED NOTES AND SPECIFICATIONS. FFL FCL WIDTH WIDTH HEIGHT HEIGHT TRANSOM HEIGHT TRANSOM HEIGHT NOM. 240 SILL SILL TYPE F.0 TYPE F.1 FF A A G GLAZING TYPE F DESCRIPTION: DESCRIPTION: AWNING, FIXED BELOW (WITH OR WITHOUT GRILLE ABOVE) FRAME: REFER TO SCHEDULE FINISH: REFER TO SCHEDULE HARDWARE: REFER TO SCHEDULE NOTE: FLYSCREEN NOT COMPATIBLE WITH MULTI-LOCKING HARDWARDE SHOULD FLYSCREENS BE REQUIRED AWNING WINDOWS WOULD HAVE TO SWITCH TO A MANUAL WINDER FFL FCL A F F GG A F F HEIGHT SILL WIDTH MULLION A MULLION TRANSOM HEIGHT HEIGHT SILL WIDTH TRANSOM HEIGHT MULLION MULLION HEIGHT SILL WIDTH TRANSOM HEIGHT MULLION A MULLION B NOM. 240 TYPE G.0 TYPE G.1 TYPE G.2 (MIRRORED) AF F GLAZING TYPE G DESCRIPTION: DESCRIPTION: FIXED, AWNING, 1 FIXED BELOW (WITH OR WITHOUT GRILLE ABOVE, AND MIRRORED) FRAME: REFER TO SCHEDULE FINISH: REFER TO SCHEDULE HARDWARE: REFER TO SCHEDULE NOTE: FLYSCREEN NOT COMPATIBLE WITH MULTI-LOCKING HARDWARDE SHOULD FLYSCREENS BE REQUIRED AWNING WINDOWS WOULD HAVE TO SWITCH TO A MANUAL WINDER FFL FCL WIDTH HEIGHT AF F SILL WIDTH HEIGHT A F F SILL WIDTH HEIGHT AF F SILL GG WIDTH HEIGHT AF SILL GG TYPE H.0 TRANSOM HEIGHT TRANSOM HEIGHT MULLION A MULLION B MULLION A MULLION B MULLION A MULLION B MULLION MULLION TYPE H.1 TYPE H.2 TYPE H.3 TRANSOM HEIGHT TRANSOM HEIGHT NOM. 240 NOM. 240 GLAZING TYPE H DESCRIPTION: DESCRIPTION: 1 FIXED, 1 AWNING, FIXE BELLOW (WITH OR WITHOUT GRILLE ABOVE, AND MIRRORED) FRAME: REFER TO SCHEDULE FINISH: REFER TO SCHEDULE HARDWARE: REFER TO SCHEDULE NOTE: FLYSCREEN NOT COMPATIBLE WITH MULTI-LOCKING HARDWARDE SHOULD FLYSCREENS BE REQUIRED AWNING WINDOWS WOULD HAVE TO SWITCH TO A MANUAL WINDER THEXTONSMITH RETAINS ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS INCLUDING COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS IN RESPECT OF THIS DOCUMENT. THE RECIPIENT INDEMNIFIES THEXTONSMITH AGAINST ALL CLAIMS RESULTING FROM USE OF THIS DOCUMENT FOR ANY PURPOSE OTHER THAN ITS INTENDED USE, UNAUTHORIZED CHANGES OR REUSE OF THE DOCUMENT ON OTHER PROJECTS WITHOUT THE PERMISSION OF THEXTONSMITH. UNDER NO CIRCUMSTANCE SHALL TRANSFER OF THIS DOCUMENT BE DEEMED SALE OR CONSTITUTE TRANSFER OF THE LICENSE TO USE THIS DOCUMENT © THEXTONSMITH PTY LTD. Suite 109, 134 Cambridge Street, Collingwood VIC, 066 studio@thextonsmith.com w www.thextonsmith.com DRAWING TITLE. PRELIMINARY PROJECT ADDRESS. CLIENT. SCALE @ A1 GLAZING LEGEND BY TYPE -F, G, H 364-370 ALBERT STREET 1 : 25 GLAZING -TYPE F SCHEDULE GLAZING TYPE F NUMBERTYPESILLWIDTHHEIGHTTR. HEIGHT NOTES W.L3-03TYPE F.0-50 30901590 W.L3-08TYPE F.1-508503090865 W.L3-12TYPE F.1-5010003090865 W.L4-03TYPE F.0-50 30901590 W.L4-08TYPE F.1-508503090865 W.L5-03TYPE F.0-50 30901590 W.L5-08TYPE F.1-508503090865 W.L6-06TYPE F.1-5010003090865 W.L6-07TYPE F.1-5010003090865 W.L7-06TYPE F.1-50100035901025 W.L7-07TYPE F.1-50100035901025 W.L7-29TYPE F.1-5010003090865 W.L7-37TYPE F.1-5010003090865 W.L8-04TYPE F.0-50 34001900 W.L8-06TYPE F.0-50 34001900 W.L8-07TYPE F.0-50 34001900 1 25 GLAZING -TYPE G SCHEDULE - GLAZING TYPE G NUMBERTYPESILLWIDTHHEIGHTTR. HEIGHTMULL. AMULL. B NOTES W.L3-14TYPE G.2-50280030908802075725 W.L3-17TYPE G.0-50280030908802075725 W.L3-21TYPE G.1-50190030908801175725 MULLION TO ALLIGN WITH LOUVRE W.L4-13TYPE G.0-50280030908802075725 W.L4-17TYPE G.1-50190030908801175725 MULLION TO ALLIGN WITH LOUVRE W.L4-19TYPE G.0-50235030908801625725 W.L5-14TYPE G.2-50280030908802075725 W.L5-18TYPE G.1-50235030908801625725 MULLION TO ALLIGN WITH LOUVRE W.L6-09TYPE G.2-50280030908802075725 W.L7-09TYPE G.2-502800359010402075725 W.L7-77TYPE G.0-502115340010401390725 W.L8-09TYPE G.0-502115340010401390725 1 25 GLAZING -TYPE H SCHEDULE - GLAZING TYPE H NUMBERTYPESILLWIDTHHEIGHTTR. HEIGHTMULL. AMULL. NOTES W.L3-09TYPE H.0-50250030909051550950 W.L3-10TYPE H.3-50 3090905 950 W.L3-11TYPE H.0-50250030909051550950 W.L4-09TYPE H.0-50250030909051550950 W.L4-10TYPE H.1-50 3090905 950 W.L5-09TYPE H.0-50250030909051550950 W.L5-10TYPE H.3-50 3090905 950 SCHEDULE GLAZING TYPE H NUMBERTYPESILLWIDTHHEIGHTTR. HEIGHTMULL. AMULL. B NOTES W.L5-11TYPE H.1-50 3090905 950 W.L6-04TYPE H.3-50 3090905 950 W.L6-05TYPE H.0-50250030909051550950 W.L7-04TYPE H.3-50 35901065 950 W.L7-05TYPE H.0-502500359010651550950 W.L8-05TYPE H.2-502500340010651550950 W.L8-08TYPE H.0-502500340010651550950 REV. DESCRIPTION. DATE. DD1Preliminary Issue 10/01/2023 PARAPET 69800 C INSULATION UNDER ROOFTOP SLAB REFER TO ESD REPORT FOR INSULATION TYPE AND SPEC ROOFTOP FALLS TO BE CAST INTO SLAB TO ENG. DOCS. MAINTAIN MIN. SLAB DIMENSION ANCHOR POINT FOR SAFE ROOF ACCESS REFER TO SAFE ROOF ACCESS REPORT FOR DETAILS TO BE CONFIRMED WITH REVISED PARAPET HEIGHT TOP OF PARAPET TO FALL INTERNALLY TOWARDS ROOF TOP ALL EXPOSED SECTION OF CONC. ROOF TO BE FULLY TANKED ME-03 PRECAST PARAPET, DIMENSIONS AND CHAMFER DELTAILS REFER TO PRECAST SCHEDULE AND TO ENG DOCS. ALL EXPOSED SECTION OF CONC. ROOF TO BE FULLY TANKED ME-03 UNDER AND OVER SCREED BOX GUTTER TO BE FORMED UP WITH CONCRETE SCREED DRAINING TO PUDDLE FLANGE OVERFLOW VIA SEPERATE DOWN PIPE REFER TO ENG DOCS PRECAST PANEL, DIMENSIONS AND DELTAILS REFER TO PRECAST SCHEDULE AND TO ENG DOCS. PROVIDE ALLOWANCE FOR RECESS CURTAIN PELMET PELMENT TO BE DOCUMENTED ONCE STRUCT. IS CONFIRMED LOWERED CEILING 2800 AFFL RL 69540 RL 68650 RL 69800 FALL 1 100 1000 550 260250 640 200 100 280 1264 220 INSULATION UNDER ROOFTOP SLAB REFER TO ESD REPORT FOR INSULATION TYPE AND SPEC ROOFTOP FALLS TO BE CAST INTO SLAB TO ENG. DOCS. MAINTAIN MIN. SLAB DIMENSION ANCHOR POINT FOR SAFE ROOF ACCESS REFER TO SAFE ROOF ACCESS REPORT FOR DETAILS TO BE CONFIRMED WITH REVISED PARAPET HEIGHT TOP OF PARAPET TO FALL INTERNALLY TOWARDS ROOF TOP ALL EXPOSED SECTION OF CONC. ROOF TO BE FULLY TANKED ME-03 PRECAST PARAPET, DIMENSIONS AND CHAMFER DELTAILS REFER TO PRECAST SCHEDULE AND TO ENG DOCS. PROVIDE ALLOWANCE FOR RECESS CURTAIN PELMET PELMENT TO BE DOCUMENTED ONCE STRUCT. IS CONFIRMED NOTE: REFER TO AR-11 21 31 SERIES FOR SLAB PROFILE AND SET-OUT PLANS. PRELIMINARY PROJECT ADDRESS. 364-370 ALBERT STREET SECTION 1 20 2 DETAIL SECTION -LEVEL 8 AWNING -BEDROOM 3D VIEW 4 LEVEL 8 AWNING -BEDROOM DATE. 10/03/2023 31/03/2023 Concret Panels Setout Elevation Detail Panel Types Optimisation Detail Section Windows, Parametric family and scheduling
Restaurant: Zuya African BBQ
Thexton Smith Commercial fitout for construction
Project Leader - Nolan Smith
necessary for the builder and the joiner to go through with this fitout. With Nolan, our head Architect, and Hafi, our interior designer, I could engage with the process from the design until the client final approval with all the changes discussed along the way.
would be happy
10 740 168 1.6mm THICK STAINLESS STEEL BENCH WITH 2mm 100 800 658 2050-800 100 40X40mm STEEL LEGS 600STEEL BENCH WITH 2mm SOUND DEADENER BONDED Drawing No. Project No. Scale ZUYA AFRICAN BBQ SHOP 18 CAROLINE SPRINGS BOULEVARD A22.02 Bench Display 001 1 20 A22.01 Elevation Right A22.03GW KGR RFG BEER FONT CONNECTED TO 40X40mm STEEL LEGSSTAINLESS STEEL TO UNDERSIDE OF BENCH. Drawing No. Project No. A22.03 ZUYA AFRICAN BBQ SHOP 18 CAROLINE SPRINGS BOULEVARD
UP GROUND LEVEL PLAN 1 1 4 2 3 3 *I
to
For this project, our client ordered a complete fitout for his West African Barbecue restaurant. I was in charge of modelling all the joinery exclusively designed by our team for this project. Using Revit features like Families and assemblies we were able to quickly create the drawings to an interview the COMPLETE
bring
ZUYA AFRICAN BBQ SHOP 18
OXIDE (BO1) STEEL
OXIDE (BO1) STEEL
ALL STEEL JOINTS TO CANOPY AND DISPLAY ARE TO BE WELDED
11 BLACK OXIDE (BO1) STEEL BLACK OXIDE (BO1) STEEL 2353 CANOPY AND DISPLAY ARE TO BE WELDED BE SET EQUALLY ACROSS FACES/FACADES (BO1) STEEL. CANOPY TO EXTENT 300MM PAST FRONT AND SIDES OF EQUIPMENT. (BO1) STEEL 300MM DEEP RETURN TO HAVE LOGS STACKED WITHIN AS PER CONCEPT IMAGE. BLACK OXIDE (BO1) STEEL 915 915 915 A22.01 CANOPY PROJECTION DISPLAY UNIT 10 Drawing No. Project No. Scale ZUYA AFRICAN BBQ SHOP 18 CAROLINE SPRINGS BOULEVARD WITHIN STEEL FRONTAGE AND RANGE HOOD OVER. TOTAL A22.01 Display 001 A22.01 Elevation Right -Display 001 A22.01 3 A22.04 4 A22.04 20 1230 500 480240480240480240480 1230 3640 6100 500 350350 450 550 550 550 550 450 350350 5 A22.04 FINGER PULL TO CUPBOARDS AND DRAWERS BACK OF FINGER BRASS LAMINATE 500 350 350 450 550 550 550 550 450 350 350 550 550 BIN DRW DRW DRW BIN BINBIN DRW DRW DRW ADJ ADJ ADJ ADJ ADJ ADJ ADJ FFFFF F F FF SHF SHF SHF SHF SHF SHF SHF SHF SHF SHF SHF SHF SHF SHF SHF SHF -LM600 -ST500 -LM600 -LM600 -LM600 WALLPAPER TO THE BACK FACE OF SHELVES. TBC PENDING SAMPLE AND PRICING ALUMINIUM BRASS ANGLE 20X20mm TO WRAP THE VERTICAL EDGES AND BOTTOM EDGES OF FIXED PANELS ALUMINIUM BRASS STRIP TO THE EDGE OF SHELVES -LM601 -LM601 -LM600 6100 3640 500 480240480240480240480 500 -S1001 -S1001 FX-M500 100 760 40 900 3000 2100 760 380 380190 390 390 380 760 380190 GLASS TO SPLASHBAK. -G901 BRASS STRIP TO THE EDGE OF SHELF BRASS ANGLE TO EDGE OF LAMINATE PANELS Suite 109, 134 Cambridge Street, Collingwood VIC 3066 e studio@thextonsmith.com 93263431 ZUYA AFRICAN BBQ SHOP 18 CAROLINE SPRINGS BOULEVARD A22.04 Display 002 1 1 20 A22.04 2 Plan -Display 002 1 20 A22.04 Elevation Front 4 1 5 A22.04 5 Detail Plan 5 A22.02 4 A22.02 3 A22.02 740 740 168 R148 161 62° 618 1221 1278 1931 95 600 583 1931 2053 POS 40X40mm STEEL LEGS 1.6mm THICK STAINLESS STEEL BENCH WITH 2mm SOUND DEADENER BONDED TO UNDERSIDE OF BENCH. 100 800 900 658 2050 10020 370 20 390 I-LM600 -LM601 DRW DRW DRW I-LM600 800 100 900 100 800 50 -LM600 -LM601 1.6mm THICK STAINLESS STEEL BENCH WITH 2mm SOUND DEADENER BONDED TO UNDERSIDE OF BENCH. Drawing No. Project No. Scale Revision As indicated 01 6/07/2023 9:37:16 AM 0108 A22.02 ZUYA AFRICAN BBQ 18 CAROLINE SPRINGS BOULEVARD 1 : 20 A22.02 2 Plan Bench Display 001 1 10 A22.02 Detail Section 3 1 : 20 A22.01 Elevation Right 5 6 A22.03 A22.03 4 A22.03 4020 40 204060540 1470 40 905 MITERED CORNER GW KGR RFG 4020 20 40 3180 40 40 1160 BEER FONT CONNECTED TO KEGERATOR AS PER SCHEDULE 40X40mm STEEL LEGS 204060540 1470 40 905 40 1160 1200 93263431
1 : 20 A22.03 2 Plan -Bar 1 : 20 A22.03 Elevation Back -Bar 4 A22.03 A22.03 300 10 410 10 410 300 900 1200 50250 300 300MM DEEP RETURN TO HAVE LOGS STACKED WITHIN AS PER CONCEPT IMAGE. BLACK
BLACK
1200 900 1000 2100 2353 3575 *NOTES:
MANUFACTURER
STEEL
SHOP
FACES/FACADES BLACK OXIDE (BO1) STEEL BLACK OXIDE (BO1) STEEL 1000 900 1200 1000 2100 10 915 10 3575 Drawing No. Project No. Scale Revision As indicated 01 30/11/2022 2:01:51 PM 0108 A22.01 ZUYA AFRICAN BBQ SHOP 18 CAROLINE SPRINGS BOULEVARD 1 10 A22.01 Detail Section A 3 1 : 20 A22.01 Elevation Right -Display 001 4 1 20 A22.01 Plan Display 001 1230 500 480240480240480240480 6100 5 BRASS LAMINATE I-LM601 DRW DRW SHF SHF SHF SHF SHF-LM600-LM600 PRICING BOTTOM EDGES OF FIXED PANELS ALUMINIUM BRASS STRIP TO THE EDGE OF SHELVES --LM600-M500 GLASS TO SPLASHBAK.SHF SHELF EDGE OF LAMINATE PANELS Drawing No. Project No. A22.04 ZUYA AFRICAN BBQ SHOP 18 CAROLINE SPRINGS BOULEVARD A22.04 Plan -Display 002 1 2 3 4 4 2 Bench/display Plan Bench Elevation Wall Display Elevation Display Section
CAROLINE SPRINGS BOULEVARD
TO PROVIDE
PANEL BREAK UP ON
DRAWINGS. PANELS TO BE SET EQUALLY ACROSS
COMPLETE work I have done for this project.
ROOF TRUSSES TO SIT ON NEW 230 PFC BEAM REFER TO STRUCTURAL DOCUMENTATION FOR SPECIFICATION. CONFIRM EXACT POSITION ON SITE AND REFER TO ENGINEERS DETAILS FOR FIXING REQUIREMENTS.
OPENING ROOF SYSTEM STRUCTURE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ALUMINIUM
NOTCH TRUSS IF/AS REQUIRED TO ENSURE BEAM DOES NOT CLASH WITH CEILING. REFER TO ENGINEERS DETAILS.
TO PLASTERBOARD CEILING
12 NOT ALREADY INSULATED, PERIMETER OF RATTAN, TLC Sports Bar Drawing PRELIMINARY T2 A21.06 TLC THE BELMONT 235 HIGH ST, BELMONT, GEELONG SECTION SPOTS BAR TV RECESS SECTION SPORTS BAR DISPLAY RECESS SPORTS BAR RATTAN TV RECESS SPORTS BAR SIGNAGE DETAIL -Drawing PRELIMINARY T2 A20.10 TLC THE BELMONT 235 HIGH ST, BELMONT, GEELONG SECTION A20.10 Detail 13 50 A03.05 A03.04_GENERAL ARRANGEMENT PLAN -SPORTS BAR ROOF SECTION 10 A20.09 Detail SECTION 10 A20.10 Detail 15 SECTION 10 A20.09 Detail 16 FINISH TYPE (CARPET) COMMON AREAS, PASSAGES FEATURE SPACES HEIGHT-Project PRELIMINARY T2 A22.20 235 HIGH ST, BELMONT, GEELONG A22.20 JN-F649 PLAN Copy ELEVATION 20 A22.16 JN-F649 FRONT ELEVATION Copy SECTION 20 A22.16 JN-F649 SECTION Copy LEGEND: GENERAL NOTES: WHERE TYPICAL ROOM TYPES ARE DEPICTED, REFER ROOM TYPES. ROOM TYPES MAY BE ROTATED, FLIPPED OR MIRRORED, TILING NOTES SERIES JOINERY FOLLOWS, UNLESS OTHERWISE NOTED: OUTLET NOTESEQ-G900 EQ-G900 Sports Bar Sports Bar Drawing No. PRELIMINARY T2 A20.09 TLC THE BELMONT 235 HIGH ST, BELMONT, GEELONG A09.01_FITOUT PLANS -L00 DEMOLITION -SPORTS BAR ELEVATION 50 A20.09 L00 SPORTS BAR ELEVATION 50 A20.09 L00 SPORTS BAR -B ELEVATION 50 A20.09 L00 SPORTS BAR -C ELEVATION 50 A20.09 L00 SPORTS BAR -D A20.10 A20.10 4 SELECTED ROOF BLANKET W/VAPOUR PERMEABLE FABRIC ROOF TILING TO BE REARRAGED FROM DEMOLISHED ROOF. RETAIN AS NECESSARY. NEW TIMBER ROOF BATTENS PAINT FINISH TO PLASTERBOARD CEILING LINING, FIXED TO FURRING CHANNELS ON SUSPENSION CLIPS, INSTALLED TO MANUFACTURERS DETAILS RONDO P50 TO CEILING AND DOOR HEAD JUNCTION EXISTING ROOF TRUSSES TO SIT ON NEW 230 PFC BEAM REFER TO STRUCTURAL DOCUMENTATION FOR SPECIFICATION. CONFIRM EXACT POSITION ON SITE AND REFER TO ENGINEERS DETAILS FOR FIXING REQUIREMENTS. 102 FLOOR FINISHES REFER INTERIOR FINISHES SCHEDULE OR A20.09. LAP MEMBRANE UNDER SUBSILL. FLUSH THRESHOLD TO COMPLY WITH AS1428.1. SLAB SETDOWN AT SILL FOR DOOR SILL. KEKSIA SE3 ETERNO SYSTEM. ADJUSTABLE HEIGHT PODS SITTING ON MEMBRANE NON-SLIP P-ST320 SUSPENDED PAVERS STACKING SLIDING DOOR AS SCHEDULED. DOOR TO RECESS INTO CAVITY. ALLOW FOR ANY AND ALL REQUIRED ADDITIONAL SEALS. NOTCH TRUSS IF/AS REQUIRED TO ENSURE BEAM DOES NOT CLASH WITH CEILING. REFER TO ENGINEERS DETAILS. NEW DOOR TO MATCH EXISTING WINDOW COLOUR. EXISTING SLAB NEW BUILDING SLAB NEW AND EXISTING SLAB CONNECTION AS PER STRUCTURAL ENGINEERS DETAILS. NEW ROOF STRUCTURE BUILT OVER EXISTING ROOF STRUCTURE. ALLOW TO UPGRADE EXISTING ROOF STRUCTURE AS REQUIRED BY STRUCTURAL ENGINEER. MIN. ROOF FALL 15 DEGREES. NEW METAL FASIA AND GUTTER TO MATCH EXISTING NEW EXTERNAL WALL. PACKING AND FLASHING OVER DOOR HEAD. WEEP HOLE AS REQUIRED. ENSURE VEMIN PROOF. NEWPAVING SLAB SET TO FALL TO EXISTING STORM WATER SYSTEM DASHED LINES INDICATE APPROXIMATE LOCATION OF EXISTING EXTERNAL WALL. DEKTITE OR SIMILAR EDM FLEXIBLE BOOT FLASHING BY BUILDER. EXISTING BUILDING SILL FRAME WITH AS PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. WINDOW MANUFACTURER INSTALLER SHOP DRAWINGS FOR REVIEW, SUITABLE PROFILES NOTED, PROVIDE SAMPLES OF PROFILES ASSEMBLY FOR ARCHITECT PRIOR TO MANUFACTURE. WEATHER SEAL TO THE UNDERSIDE EXTERNAL ALUMINIUM-FRAMED DOORS PAINT FINISH TO RHS BEAM. MATCH DOOR FRAME. BI-FOLD DOOR AS SCHEDULED COLUMNS TO CONTINUE TO ROOF STRUCTURE. SHOP DRAWINGS RESOLVE ALIGNMENT ALONG ARCHITECT AND STRUCTURAL INFORMATION NOT AVAILIBLE DOCUMENTATION. REV DESCRIPTION DATE SECTION 1 : 25 A20.10 1 Detail 13 SECTION 1 10 A20.09 3 Detail 14 SECTION 1 : 10 A20.10 4 Detail 15 SECTION 1 : 10 A20.09 5 Detail 16 1TP DRAFT 02/12/2020 P1DD P1 28/02/22 P2DD P2 11/03/22 P3DD P3 01/04/22 P4DD P4 14/04/22 P5DD P5 09/05/22 T1T1 24/06/22 T2T2 28/07/22 ROOF TILING TO BE REARRAGED FROM DEMOLISHED ROOF. RETAIN AS NECESSARY. NEW TIMBER ROOF BATTENS PAINT FINISH TO PLASTERBOARD CEILING LINING, FIXED TO FURRING CHANNELS ON SUSPENSION CLIPS, INSTALLED TO MANUFACTURERS DETAILS RONDO P50 TO CEILING AND DOOR HEAD JUNCTION EXISTING ROOF TRUSSES TO SIT ON NEW 230 PFC BEAM REFER TO STRUCTURAL DOCUMENTATION FOR SPECIFICATION. CONFIRM EXACT POSITION ON SITE AND REFER TO ENGINEERS DETAILS FOR FIXING REQUIREMENTS. 102 FLOOR FINISHES REFER INTERIOR FINISHES SCHEDULE OR A20.09. LAP MEMBRANE UNDER SUBSILL. FLUSH THRESHOLD TO COMPLY WITH AS1428.1. SLAB SETDOWN AT SILL FOR DOOR SILL. KEKSIA SE3 ETERNO SYSTEM. ADJUSTABLE HEIGHT PODS SITTING ON MEMBRANE NON-SLIP P-ST320 SUSPENDED PAVERS STACKING SLIDING DOOR AS SCHEDULED. DOOR TO RECESS INTO CAVITY. ALLOW FOR ANY AND ALL REQUIRED ADDITIONAL SEALS. NOTCH TRUSS IF/AS REQUIRED TO ENSURE BEAM DOES NOT CLASH WITH CEILING. REFER TO ENGINEERS DETAILS. NEW DOOR TO MATCH EXISTING WINDOW COLOUR. EXISTING SLAB NEW BUILDING SLAB NEW AND EXISTING SLAB CONNECTION AS PER STRUCTURAL ENGINEERS DETAILS. UPGRADE EXISTING ROOF STRUCTURE AS REQUIRED BY STRUCTURAL ENGINEER. MIN. ROOF FALL 15 DEGREES. NEW METAL FASIA AND GUTTER TO MATCH EXISTING NEW EXTERNAL WALL. PACKING AND FLASHING OVER DOOR HEAD. WEEP HOLE AS REQUIRED. ENSURE VEMIN PROOF. NEWPAVING SLAB SET TO FALL TO EXISTING STORM WATER SYSTEM DASHED LINES INDICATE APPROXIMATE LOCATION OF EXISTING EXTERNAL WALL. OPENING ROOF SYSTEM STRUCTURE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ALUMINIUM BEAM AUTOMATED LOUVRES SHORT DOWNPIPE TO DROP ONTO ROOF AND INTO EXISTING GUTTERS. ROOF POST BY MAFUFACTURER AT 900CRS DEKTITE OR SIMILAR EDM FLEXIBLE BOOT FLASHING BY BUILDER. ROOF POST END PLATE BOLTED TO THE ROOF TRUSS MEMBER. LOCATE OVER EXISTING STUD WALL AS CLOSE AS POSSIBLE. EXISTING BUILDING ALLOW TO REMOVE AND RE-INSTALL FASCIA AND GUTTER AS REQUIRED TO COMPLETE WORKS. REPLACE CONCRETE TILES WITH COLOURBOND FLASHING TRAY WHERE ROOF POSTS ARE REQUIRED. UPTURN AND FORM FLASHING TO TIE INTO ROOF TILES TO PREVENT WATER INGRESS. COLORBOND TO MATCH EXISTING ROOF COLOUR. CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT EQUIPMENT AND THE PREPARATION OF SHOP DRAWINGS AND/OR ANY DISCREPANCIES ARE TO BE REFERRED TO THE ARCHITECT FOR DISTRIBUTED WITHOUT PRIOR PERMISSION FROM THE ARCHITECT. SCHEDULES, CALCULATIONS AND SPECIALIST CONSULTANTS REPORTS. REV DESCRIPTION DATE TLC THE BELMONT 235 HIGH ST, BELMONT, GEELONG INTERNAL AREA PLANS AND ELEVATIONS 1 : 50 A03.05 A03.04_GENERAL 2 SECTION 1 10 A20.09 3 Detail 14 SECTION 1 : 10 A20.10 4 Detail 15 SECTION 1 : 10 A20.09 5 Detail 16 1TP DRAFT 02/12/2020 P1DD P1 28/02/22 P2DD P2 11/03/22 P3DD P3 01/04/22 P4DD P4 14/04/22 P5DD P5 09/05/22 T1T1 24/06/22 T2T2 28/07/22 A20.10 A20.10 4 1 A20.10 LOUVRED ROOF TO FALL TO SIDES TO DRAIN ONTO EXISTING ROOF AND GUTTERS. OPENABLE AND RETACTABLE LOUVRED ROOF -FS-L570 -PROVIDE POWER AND ALL REQUIRED CONTROLS. NEW PAVING SET FLUSH WITH EXISTING CONCRETE PAVING. VIEW JUNCTION SITE. GRADE NEW PAVING BASE SLAB SUITABLE FALLS TO ENSURE SUSPENDED PAVING IS LEVEL. EXTENT OF NEW ROOF SET TO NEW FALL. NEW RIDGE, VALLEY AND FLASHINGS AS REQUIRED. EXISTING PAVING. CHECK ON SITE. SELECTED ROOF BLANKET W/VAPOUR PERMEABLE FABRIC ROOF TILING TO BE REARRAGED FROM DEMOLISHED ROOF. RETAIN AS NECESSARY. NEW TIMBER ROOF BATTENS PAINT
LINING,
MANUFACTURERS
RONDO P50 TO CEILING AND DOOR HEAD JUNCTION
102 FLOOR FINISHES REFER INTERIOR FINISHES SCHEDULE OR A20.09. LAP MEMBRANE UNDER SUBSILL. FLUSH THRESHOLD TO COMPLY WITH AS1428.1. SLAB SETDOWN AT SILL FOR DOOR SILL. ETERNO SYSTEM. HEIGHT PODS SITTING ST320 SUSPENDED PAVERS SLIDING DOOR AS SCHEDULED. RECESS INTO CAVITY. ALLOW FOR REQUIRED ADDITIONAL SEALS.
FINISH
FIXED TO FURRING CHANNELS ON SUSPENSION CLIPS, INSTALLED TO
DETAILS
EXISTING
NEW DOOR TO MATCH EXISTING WINDOW COLOUR. EXISTING SLAB NEW BUILDING SLAB NEW AND EXISTING SLAB CONNECTION AS PER STRUCTURAL ENGINEERS DETAILS. NEW ROOF STRUCTURE BUILT OVER EXISTING ROOF STRUCTURE. ALLOW TO UPGRADE EXISTING ROOF STRUCTURE AS REQUIRED BY STRUCTURAL ENGINEER. MIN. ROOF FALL 15 DEGREES. FASIA AND GUTTER TO MATCH WALL. PACKING AND OVER DOOR HEAD. WEEP HOLE ENSURE VEMIN PROOF. NEWPAVING SLAB SET TO FALL TO EXISTING STORM WATER SYSTEM DASHED LINES INDICATE APPROXIMATE LOCATION OF EXISTING EXTERNAL WALL.
BEAM AUTOMATED LOUVRES SHORT DOWNPIPE TO DROP ONTO ROOF AND INTO EXISTING GUTTERS. ROOF POST BY MAFUFACTURER AT 900CRS DEKTITE OR SIMILAR EDM FLEXIBLE BOOT FLASHING BY BUILDER. ROOF POST END PLATE BOLTED TO THE ROOF TRUSS MEMBER. LOCATE OVER EXISTING STUD WALL AS CLOSE AS POSSIBLE. EXISTING BUILDING ALLOW TO REMOVE AND RE-INSTALL FASCIA AND GUTTER AS REQUIRED TO COMPLETE WORKS. REPLACE CONCRETE TILES WITH COLOURBOND FLASHING TRAY WHERE ROOF POSTS ARE REQUIRED. UPTURN AND FORM FLASHING TO TIE INTO ROOF TILES TO PREVENT WATER INGRESS. COLORBOND TO MATCH EXISTING ROOF COLOUR. SILL FRAME WITH AS PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. WINDOW MANUFACTURER INSTALLER TO PROVIDE SHOP DRAWINGS FOR REVIEW, WITH SUITABLE PROFILES NOTED, AND TO PROVIDE SAMPLES OF PROFILES ASSEMBLY FOR ARCHITECT APPORVAL PRIOR TO MANUFACTURE. NON-SLIP P-ST320 SUSPENDED PAVERS WEATHER SEAL TO THE UNDERSIDE OF EXTERNAL ALUMINIUM-FRAMED BI-FOLD DOORS KEKSIA SE3 ETERNO SYSTEM. ADJUSTABLE HEIGHT PODS SITTING ON MEMBRANE PAINT FINISH TO RHS BEAM. COLOUR TO MATCH DOOR FRAME. BI-FOLD DOOR AS SCHEDULED DOOR HEAD ATTATCHED TO RHS BEAM. FLASH AND SEAL AS REQUIRED. EXISTING FASCIA AND GUTTER IN BACKGROUND COLUMNS TO CONTINUE TO LOUVRED ROOF STRUCTURE. SHOP DRAWINGS TO RESOLVE ALIGNMENT ALONG SIDE ARCHITECT AND STRUCTURAL ENGINEER. INFORMATION NOT AVAILIBLE AT TIME OF DOCUMENTATION. TIDY FINISH AND CONNECTION BETWEEN BEAM AND COLUMNS. END PLATE WELDED TO BEAM. HOB OR PACKING UNDER DOOR FRAME. ENSURE DURABLE AND WEATHER RPOOF. IE: NOT RUST OR PREMATURE DETERIATORATION. CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK, THE PURCHASE OR ORDERING OF ANY MATERIALS OR FITTINGS, PLANT, SERVICES OR EQUIPMENT AND THE PREPARATION OF SHOP DRAWINGS AND/OR THE FABRICATION OF ANY COMPONENTS. DO NOT SCALE DRAWINGS -REFER TO FIGURED DIMENSIONS ONLY. ANY DISCREPANCIES ARE TO BE REFERRED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. ALL DRAWINGS MAY NOT BE REPRODUCED OR DISTRIBUTED WITHOUT PRIOR PERMISSION FROM THE ARCHITECT. DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ENTIRE DOCUMENTATIONPACKAGE, INCLUDING SCHEDULES, CALCULATIONS AND SPECIALIST CONSULTANTS REPORTS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. Drawn Scale Project No. Status Plot Date Filename Drawing No. DESCRIPTION DATE PRELIMINARY As indicated@A1 5/07/2023 9:14:23 PM C:\Users\rafael\Documents\0065_TLC-Belmont_RVT23_be Author 0065 TENDER ISSUE A20.10 TLC THE BELMONT 235 HIGH ST, BELMONT, GEELONG INTERNAL AREA PLANS AND ELEVATIONS -SPORTS BAR 1 : 50 A03.05 A03.04_GENERAL ARRANGEMENT PLAN -SPORTS BAR ROOF 2 SECTION 10 Detail 14 SECTION 1 10 A20.10 4 Detail 15 SECTION 1 10 A20.09 5 Detail 16 02/12/2020 28/02/22 11/03/22 01/04/22 14/04/22 09/05/22 24/06/22 28/07/22 L-WL402 L-WL402 L-WL402 I-TB803 TV TV I-S1007 I-S1007 1100800 12007301200 R600 REFER TO A21.06 FOR TV RECESS DETAILS. NIB WALL. ALLOW FOR 2x 89x89 SHS POSTS TO PROVIDE RIGIDITY. FIXING PLATE IN WALL THICKNESS. 1100 TLC Sports Bar 4 A21.06 A20.09A23.04 4 PAINT FINISH TO NIB WALL BENEATH SIGN. MDF END CAP TO WALL WITH MITRED ENDS FOR PLASTER FINISH. EXISTING RAMP ELEVATION 1 : 50 A20.09 4 L00 SPORTS BAR -A ELEVATION 1 : 50 A20.09 5 L00 SPORTS BAR -B 1 2 3 4 1 2 3 4 5 6 7 8 Door Detail Louvre Roof Detail Section Detail Internal Elevations
High St, Belmont - TLC
Thexton Smith Age Care for Tendering Project Leader - Nolan Smith
For this project the team designed an extension for an existent aged care facility. This new wing would shelter over 20 new suites, medical rooms, a new gym, an indoor pool, a beauty salon, a café, a cafeteria, and a sports bar. I joined the team when we were revising and detailing the job to be tendered. In these pages I am presenting the sports bar annex. Most of what it is represented here was draw by me.
Part of the job involved modelling in Revit some complexly shaped furniture and joinery, and detailing the connexions between the existent structure with the new features designed.
7 JN-F649 PLAN Copy 1
TLC Sports Bar
5
I-FB703
7
1 : 20 A22.16 8 JN-F649 FRONT ELEVATION Copy 1
8 Internal Elevations
COVER PLATE TO CONCEAL FIXINGS. ALLOW FOR SUITABLE SUBSTRATE TO
FINISH TO BANQUETTE. PROVIDE SAMPLE FOR APPROVAL PRIOR TO MANUFACTURE.
*I would be happy to bring to an interview the COMPLETE work I have done for this project.
13 8 A22.16 STONE TOP ON 12MM MDF SUBSTRATE. WRAP SIDE IN 3MM BRASS WITH NEAT FINISH. 610 2316 R 6 1 0 ø 4 0 0 1653 PROVIDE -LM600 TOP TO BACKING TO NEAT AND TIDY FINISH AGAINST WALL TO TAKE UP ANY TOLERANCE. 560 I-S1007 I-G900 I-FB703 RATTAN FINISH TO BNASE OF BANQUETTE ON MDF BACKING PAINTED BLACK. 40MM -G900 BRASS STRIP ABOVE AND BELOW RATTAN. PACK OUT SO RATTAN FSURFACE IS BELOW BRASS - CIRCA 6MM MDF. PAINT PACKING BLACK. 4024040 320150530 470 530 1000 4024040 80 450 160 590 650 555 REV DESCRIPTION DATE 1 : 20 A22.20 7 JN-F649 PLAN Copy 1 ELEVATION 1 20 A22.16 8 JN-F649 FRONT ELEVATION Copy 1 SECTION 1 : 20 A22.16 9 JN-F649 SECTION Copy 1 P1DD P1 28/02/22 P2DD P2 11/03/22 P3DD P3 01/04/22 P4DD P4 14/04/22 P5DD P5 09/05/22 T1T1 24/06/22 T2T2 28/07/22 8 A22.16 8 A22.16 I-ST503 I-G900 STONE TOP ON 12MM MDF SUBSTRATE. WRAP SIDE IN 3MM BRASS WITH NEAT FINISH. 610 2316 R 6 1 0 ø 4 0 0 3950 1653 PROVIDE -LM600 TOP TO BACKING TO NEAT AND TIDY FINISH AGAINST WALL TO TAKE UP ANY TOLERANCE. PROFILED HIGH DENSITY FOAM UNDERLAYER WITH MIN 100MM MEDIUM DENSITY FOAM OVERLAY TO BANQUETTE SEATINGWITH DACRON WRAP OVER. FABRICATOR TO ADVISE OF SUITABLE FOAMS AND PROVIDE OPTIONS. FABRICATOR TO ADVISE AND CONFIRM FOAM DEPTH, JOINERY MAY HAVE TO BE LOWERED AT BASE. PROVIDE DETAILS FOR ARCHITECT'S REVIEW PRIOR TO MANUFACTURE. FOAM MUST HAVE FIRE RETARDANT ADDITIVES TO COMPLY WITH FIRE REQUIREMENTS TO BUILDING SURVEYORS SATISFACTION. 560 I-S1007 I-G900 I-S1007 CHANNEL TUFTED
ALLOW FOR
OF TABLES. TABLES TO BE CENTERED
RAISED ARMRESTS. 30MM BRASS TUBE TO TABLES SUPPORT. COUNTERSUNK SCREW FIX TO TABLE TOP SUBSTRATE. GLUE LAMINATE STONE TOP TO MDF.
ENSURE ADEQUATE STENGTH OF TABLE. TIMBER OR METAL FRAMING PREFERRED. PROVIDE OPTION FOR ARCHITECT APPROVAL. RATTAN FINISH TO BNASE OF BANQUETTE ON MDF BACKING PAINTED BLACK. 40MM I-G900 BRASS STRIP ABOVE AND BELOW RATTAN. PACK OUT SO RATTAN FSURFACE IS BELOW BRASS - CIRCA 6MM MDF. PAINT PACKING BLACK. 4024040 320150530 470 530 1000 80 450 160 555 CHECK ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK, THE PURCHASE OR ORDERING OF ANY MATERIALS OR FITTINGS, EQUIPMENT AND THE PREPARATION OF SHOP DRAWINGS AND/OR THE FABRICATION OF ANY COMPONENTS. DO NOT SCALE DRAWINGS -REFER TO FIGURED ANY DISCREPANCIES ARE TO BE REFERRED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. ALL DRAWINGS MAY NOT BE REPRODUCED DISTRIBUTED WITHOUT PRIOR PERMISSION FROM THE ARCHITECT. DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ENTIRE DOCUMENTATIONPACKAGE, SCHEDULES, CALCULATIONS AND SPECIALIST CONSULTANTS REPORTS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.
BELMONT
HIGH ST, BELMONT, GEELONG
: 20 A22.20
ARMREST IN FRONT
ON
BRASS
TLC THE
235
JOINERY DETAILS -SPORTS BAR 1
ELEVATION
28/02/22 11/03/22 01/04/22 14/04/22 09/05/22 24/06/22 28/07/22 FCL CONFIRM WITH CLIENT TV SIZE 545 PAINT RECESS OUT IN DULUX DOMINO. ALL FACES EDGES. 40 INCH TV SHOWN DASHED. CENTRE TV ON RECESS. TV TO SIT NO MORE THEN 20MM BACK FROM WALL FACE. SET EQUALLY IN RECESS. EXISTING TIMBER STUD WALL. INSTALL ACOUSTIC INSULATION IF NOT ALREADY INSULATED, BRADFORD SOUNDSCREEN R2.5 88MM BATT. NEW 140MM TIMBER STUD WALL. INSTALL BRADFORD SOUNDSCREEN R2.5 88MM BATT. 20 EXISTING WALLS AND STRUCTURE SHOWN GREY. BRASS PANELING TO RECESS. I-G900 LED LIGHT TO TOP OF RECESS, SET FLUSH WITH LINING. MDF SUSTRATE TO SURROUND BY JOINER TO ENSURE ACCURATE SIZE AND SHAPE. CHAMFER EDGE FOR CLEAN PLASTER FINISH/JUNCTION. BRASS PANELING TO RECESS. I-G900 MDF SUSTRATE TO SURROUND BY JOINER TO ENSURE ACCURATE SIZE AND SHAPE. CHAMFER EDGE FOR CLEAN PLASTER FINISH/JUNCTION. PLASTERBOARD LINING FOR PAINT FINISH. PLASTERBOARD LINING FOR PAINT FINISH. WALL VINYL BELOW TO 900MM AFL. EXISTING WALL SHON GREY LINE OF RATTAN -I-S1007 CURVED SOLID TIMBER MEMBER 30x90MM INDICATED. I-TB803 WITH NON YELLOWING CLEAR COAT. SIT 4-5MM PROUD OF SURROUNDING PLASTERBOARD. PACKING BEHIND AS REQUIRED. MDF SUSTRATE TO SURROUND BY JOINER TO ENSURE ACCURATE SIZE AND SHAPE. CHAMFER EDGE FOR CLEAN PLASTER FINISH/JUNCTION. P50 TO PERIMETER OF TV RECESS. 18MM MDF BACKING FOR BLACK PAINT FINISH IF NOT ALREADY INSULATED. ALLOW TO INSULATE ENTIRETY OF WALLS BOARDERING THE SPORTS BAR WITH BRADFORD SOUNDSCREEN R2.5 88MM. DRESSED 20X20MM TRIM TO PERIMETER OF RATTAN, IN K.D.H.W WITH NON-YELLOWING CLEAR COAT 32 P50 TO PERIMETER OF TV RECESS. 4 TV. CONFIRM SIZE WITH CLIENT PRIOR TO MANUFACTURE. ALLOW FOR SIZE CHANGE OF +/-10% EQUAL 1 EQUAL 18MM MDF SUBSTRATE 'TLC SPORTS BAR' SIGNAGE. BRASS DISC WITH LASER CUT SIGNAGE. SIZE AND STYLE TO BE CONFIRMED BY CLIENT.
CONSEALED POWER FOR LIGHTING TO RUN IN GLAZING CHANNELS. BRASS GLAZING CHANELS. ALL FIXINGS TO BE CONCEALED. LED LIGHT STRIP TO INSIDE AND OUTSIDE OF FIXING ELEMENT (SHOWN DASHED RED). SOLID DIFFUSER IN THE MIDDLE ROLLED CONCEALED FIXING BRACKET FIXED TO GLAZING CHANNEL. ROLLED BRASS GLAZING CHANNEL GLASS AS SCHEDULED OPAQUE DIFFUSER INSIDE BRASS PANELS TO EXTENT OF LASER CUT SIGNAGE. BRASS FACE TO SIGN OMMENCEMENT OF ANY WORK, THE PURCHASE OR ORDERING O ANY MATERIALS OR FITTINGS, PLANT, SERVICES OR EQUIPMENT AND THE PREPARATION OF SHOP DRAWINGS AND/OR THE FABRICATION OF ANY COMPONENTS. DO NOT SCALE DRAWINGS -REFER TO FIGURED DIMENSIONS ONLY. ANY DISCREPANCIES ARE TO BE REFERRED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. ALL DRAWINGS MAY NOT BE REPRODUCED OR DISTRIBUTED WITHOUT PRIOR PERMISSION FROM THE ARCHITECT. DRAWINGS ARE TO BE READ IN CONJUNCTION WITH HE ENTIRE DOCUMENTATIONPACKAGE, INCLUDING SCHEDULES, CALCULATIONS AND SPECIALIST CONSULTANTS REPORTS. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. Drawn Scale Project No. Status Plot Date Filename Drawing No. Checked Revision REV DESCRIPTION DATE PRELIMINARY As indicated@A1 5/07/2023 9:14:27 PM T2 Author 0065 TENDER ISSUE Checker A21.06 TLC THE BELMONT 235 HIGH ST, BELMONT, GEELONG SPORTS BAR DETAILS SECTION 1 5 1 SPOTS BAR TV RECESS SECTION 1 : 5 2 SPORTS BAR DISPLAY RECESS SECTION 1 5 3 SPORTS BAR RATTAN TV RECESS ELEVATION 1 10 A20.09 4 L00 SPORTS BAR -B -Callout 1 EXAMPLE SIGN 1 EXAMPLE SIGN 2 SPORTS BAR SIGNAGE: SPORTS BAR SIGNAGE TO BE BRASS WITH TWO SIDES. ONE SIDE TO FACE THE SPORTS BAR. THE OTHER TO FACE THE PASSAGE. EACH FACE IS TO BE LASER CUT WITH CLIENT PROVIDED AND APPROVED FONT AND WORDING. EXPECTED WORDING TO BE 'TLC SPORTS BAR'. SIGN TO BE INTERNALLY BACK LIT, WITH A BAFFLE BETWEEN EACH SIDE TO PREVENT THE OTHER BEING VISIBLE THROUGH. SIGN TO BE WRAPPED IN CURVED BRASS CHANEL. PROVIDE SHOP DRAWINGS AND ALLOW FOR DESIGN IN CONJUNCTION WITH THE CLIENT AND ARCHITECT. ALLOW FOR ANY AND ALL WORK. SWITCHING TO BE FROM BAR AREA, CONTROLLED WITH BAR LIGHTING. ALLOW FOR INCEASE DECREASE IN SIGN SIZE BY 10%. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND SAMPLE FOR APPROVAL. 1 2 SPORTS BAR SIGNAGE DETAIL 6 P1DD P1 28/02/22 P2DD P2 11/03/22 P3DD P3 01/04/22 P4DD P4 14/04/22 P5DD P5 09/05/22 T1T1 24/06/22 T2T2 28/07/22 LEGEND: SERIES I-CP100 I = INTERIOR FINISHES SCHEDULE A25.00 JN-K100 JN = JOINERY UNIT K= JOINERY TYPE REFERENCE 100 = JOINERY SPECIFICATION REFERENCE No. TV TV TV TV I-ST503 I-S1007 I-TB803 A20.09A20.10 3 A20.09A20.10 5 I-G900 TO BACK AND CURVE ENDS OF RECESS. LED STRIP LIGHT TO TOP OF RECESS. R300 600 EXISTING WINDOW TO BE REFURBISHED AS REQUIRED AND RE-INSTALLED IN NEW LOCATION. NEW ROOF STRUCTURE BUILT ATOP EXISTING ROOF STRUCTURE. SIZES AS PER STRUCTURAL ENGINEERS DETAILS.MINIMUM FALL OF 15 DEGREES TO RE-INSTALL ROOF TILES. L-WL402 TLC Sports Bar ELEVATION 1 : 50 A20.09 6 L00 SPORTS BAR -C ELEVATION 1 : 50 A20.09 7 L00 SPORTS BAR -D
Banquette Elevation
6 Banquette Glazing Detail
An Extroverted NODE for Geelong's
NETWORK of Places Swinburne
of Technology
of Architecture
Urban
Research
Convenor
Beyerle 14
University
Masters
and
Design - Design
Studio Unit
- Dr Ammon
The city of Geelong is Australia’s second fastest growing regional city. To support this growth, its central district is receiving special attention by the State government and Council, through plans to revitalise the centre and, increase its job offer. This studio focused on a block known as Market Square, which was turned into a shopping centre in the 1980’s. This reconfigured the CBD, converting a few separated blocks in a solid barrier that deteriorated the city’s sense of place, social cohesion and economic activity.
This thesis/design aims to investigate and propose how Market Square’s site can collaborate to enhance Central Geelong’s liveness being an extroverted node connected to the rest of the city. The theories studied deal with places as nodes of Networks where movement is essential to understand place holistically. This review pointed to idea of extroverted design, blurred boundaries and soft edges.
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The current private operation in the block enforces a view of ownership over place. According to Australian philosopher Jeff Malpas the notion of ownership is challenged by the notion of engagement. That relation is devel -
oped through journey and movement, through the stories and moments those journeys generate. In contemporary geography, this holistic view of place is also obvious. Geographer Doreen Massey characterises places as con -
version points of trajectories enabled through spatial flow and movement. Therefore, places should be seen as extroverted in their character establishing connections with what is outside.
In terms of architectural guidelines this concepts match with some of Jan Gehl’s ideas of blur boundaries and soft edges where inside/outside (public/private) have gradual integration. Also, with the concept of extroverted architecture where the building has as much elements as possible exposed to the outside. This combination of ideas was used to developed Market square as an extroverted node that enables movement through and to.
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One of the main catalysts for change of the site is the implementation of 44 housing unities there. One of the main features of the project is the apartments with 2 entrances. One of the entrances lead to the typical living area (dinning or living) and another to a bedroom size room. This second has straight connection to the vertical circulation hallway. Its intent is so that the room could be used for work purpose and allow one to host their clients and colleagues without the necessity to access the dwelling.
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Dwelling Main Entrance
Adaptable Work from Home entrance
Retail Seasonal Market Permanent Market Toilets Warehouse Little Malop St Malop St
On ground level the building facing Malop Street was proposed to have a finer grain of retail unities all with wide store fronts. A Market would occupy the other building. It would have two main divisions. One is the permanent stores: butcheries, bakeries, small groceries, produce traders, and cafés and restaurants. They would be open for business constantly. The main area would be populated with empty stalls were different days of the week various traders or expositors could utilise to sell and exhibit their products and work. As the windows of the market open to the courtyard, the stalls extend they reach to the passer-by.
Wednesday Weekend
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Broadmeadows STATION
Swinburne University of Technology
Masters of Architecture and Urban Design - Design Research Studio
Unit Convenor - Dr Ian Woodcock; Studio Tutor - Leyla Beiglari
The northern and western neighbourhoods of Greater Melbourne currently miss a better public transport connectivity. The intent of this design studio was the proposition of strategies to improve this connectivity, and to provide transport infrastructures that generates community engagement in the precincts around them.
The final output of this individual project was a design proposal for Broadmeadows Metro Station. This location would consist of a transport interchange where the class proposed the intersection of two new light rail lines with the existent urban and regional rail routes.
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Pedestrian Access/uses
Future Station access
Future Bus Interchange
Future Light rail stops
Current/Future Bike routes
Pedestrian
Services/Industrial Retail Educational Civic/Community Health
Leasure/Sport Residential 10 min
Retail/ Hospitality
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Station Facilities
As part of a collaborative research, the class proposed that the existent heavy rail would be elevated and the light rail lines would run on ground level. That strategy turns their stops into points where traffic ease, helping pedestrians to cross busy streets like Pascoe Rd and Camp Rd.
A major guideline of the proposal for Broadmeadows was to enhance pedestrian connectivity under the new viaduct and elevated station. The urban fabric and uses of the neighbourhood were mapped and linked to provide trajectories for people to stop and move in between
the transport stops and the places around. Those diagrams lead to the final design of the floor plan configuration. On this level, community facilities like an open Market and a Recreation centre, would offer the local population opportunities to engage and socialise.
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Farmers Market Recreation Centre
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The station entrances would access the end of the platforms through a combination of escalators, regular stairs and elevators. As seen in section, 2 platforms would lead the passengers to their trains. One island platform supporting the two directions of the Metro line and one side platform for the regional routes.
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Section BB
Neighbourhoods Swinburne University of Technology Masters of Architecture and Urban Design - Design Research Studio Unit Convenor - Dr Ian Woodcock 26
Schools Precincts for 20-min
The final output of this project is a design proposal that delivers a 20-minute neighbourhood for Melbourne Metropolitan area based on studies done in the Lalor suburb. 20-minute neighbourhood is a concept included in the Melbourne metropolitan planning strategy, Plan Melbourne 2017-2050. This proposal aims to deliver neighbourhoods in which people can get
necessary goods and services within a twenty-minute walk from their homes.
During part of this semester I had the partnership of Almin Mulic, Anna Carolina Saldanha and Melkamnesh Johnstone. As a group we map and analised several suburbs in Melbournes Northeast area and later focused our work in Lalor.
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Criteria within 800m
Current Scenario
After Individual Projects
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Melku - Aged Care Facility
Anna - New School
Almin - Culs-de-sac
Rafael - Mix use School Sites
During the first part of this project the group mapped and studied, using GIS, elements that would make Lalor a 20-min neighbourhood. First, we conclude that Lalor, as a low-density suburb, currently lack accessibilities to these elements, like public transport, open space and overall amenities. The second part was to create a methodology that set criteria and combined those elements so we could develop guidelines and compare scenarios. Based on literature, our criteria were: every lot should be within 800m walk (average 10 min) from a Primary School, 5 retail and hospitality amenities, open space and public transport. Our main guidelines were to use public and community facilities to tackle this issue. Further, Anna looked into open new schools were needed. Melku proposed adapt aged care facilities, opening them up to the community. Almin reconfigured part of the street network to connect culs-desac. My guideline was to adapt existent primary school into neighbourhood centres. This strategy focused on creating on existent school sites, neighbourhood centres. The area is fairly served by public Primary schools, however lack other services. That would happen either adapting the existent buildings or adding to the school’s campus. One of the guidelines is to create shortcuts through laneways that would also help to enhance connectivity. The sports facilities of the school’s would also be extended and open to the community out of school times.
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Lalor North Primary School
Orchard Retail Units Laneway
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A Green Infrastructure for Governador Valadares
UFMG - Universidade Federal de Minas Gerais Bachelor of Architecture and Urbanism - Design Research Studio Unit Convenor - Dr Fabiana Araújo
Governador Valadares in Minas Gerais state, Brazil, developed throughout the XX century based on exploration activities like the timber industry. The city expansion ignored its natural features like creeks, the river and vegetation. This project is a proposal for an environmental and urbanistic structuring plan for the city. The parameters used came from a concept called
Green Infrastructures (or Green and Blue Networks). This concept is a planning tool that results in guidelines for a more sustainable city.
After a careful mapping procedure, categories of green space, corridors were defined and specific guidelines for each one were proposed. These included 4 green spaces based on their area and population they impact. Also, 7 types of corridors. Accessibilities corridors connect the popu¬lation with the entire network. Bike paths and walking trails, existent and proposed, are some features in this category. Besides connect the Network, multi-func¬tional corridors help with the preservation and re¬generation of the natural features. They go alongside creeks and the river.
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One of the goals of this project was to offer 15m ² of green space per person according to the radius of influence of the open spaces. Evaluating the mapped elements and its influences using GIS it was concluded that after submitted to the plan’s guidelines all the elements, would make all the zones of the city extrapolate 15m ² of green area per person.
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The elements mapped and categorised were then subjected to a series of guidelines with practical actions and suggestions for changes in the city’s codes. Some EXAMPLES of guidelines are:
For multi-functional green spaces:
1. Define as preservation zones those spaces not included in the codes.
2. Create permanence areas where there is a view to the Ibituruna Hill.
3. Convert existent path marks on the grass into pedestrian routes. w
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For multi-functional Corridors 1 and 2
3. Adopt measures for the renatur¬ation of channeled creeks, like insertion of vegetation.
4. Alongside the banks create areas for exercise and leisure
For multi-functional Corridors 3
5. Create elevated walkways on the watercourse’s banks.
6. Promote the reforestation of ri¬parian forest
For multi-functional Corridors 4
7. Develop a linear park on the Doce River banks.
8. Guarantee the connectivity between all the banks’ stretches
Multi-functional Corridors 4
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Example of Route
Multi-functional Corridors 1 and 2
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Multi-functional Corridors 3
MA-ARCUD. Swinburne University of Technology BARCH. UFMG BARCH. Cal Pol
Rafael Miranda Graduate Architect and Urban Designer
