Architecture Portfolio by Alicia Tan

alicia tan architecture portfolio.

selected works

TOWNSEND STREET APARTMENTS &TOWNHOUSES

SOCIAL HOUSING

Bendigo, VIC 2024

KING STREET APARTMENTS

RESIDENTIAL AND COMMERCIAL DEVELOPMENT

West Melbourne, VIC 2023

SEDDON SQUARE - BUILDING 4

RESIDENTIAL AND COMMERCIAL DEVELOPMENT

Seddon, VIC 2023

SORELL EMERGENCY SERVICES HUB

NEW FIRE, POLICE AND EMERGENCY SERVICES FACILITY

Sorell, TAS 2021

contents 03

01 02

Towsend Street Apartments & Townhouses

Muti-residential development

LOCATION

YEAR

STATUS

PROJECT TYPE

STAGES INVOLVED

BENDIGO, VIC

2024

DOCUMENTATION

RESIDENTIAL

DOCUMENTATION

The proposal is located in the heart of Bendigo city and aims to provide temporary transitional housing for women. It comprises of 25 apartments and 10 townhouses distributed across 3 buildings.

I was part of the team acting as the Project Architect to coordinate with consultants and produce documentation drawings for cost estimation.

6 Thursday 25 January 2024 FENCETOP FENCETOP FENCETOP FENCETOP RIDGE RIDGE GUTTER GUTTER GUTTER ROOF RIDGE GUTTER ROOF RIDGE ROOF GUTTER GUTTER WALLTOP FENCETOP FENCETOP FENCETOP GUTTER GUTTER ROOF RIDGE ROOF GUTTER GUTTER WALLTOP GUTTER GUTTER ROOF RIDGE GUTTER RIDGE GUTTER GUTTER HW 231 H 229 5 HW 231 H 230 S HW 231 6 230 NHW 231 231 NHW 231 H 230 S NHW 231 7 HW 233 4H NHW 233 4H 232 S HW 233 H 233 232 8 ROOF D 231 D 233 H NHW H 233 D 233 H 233 4H HW 233 H 232 S HW 233 H 233 H HW 233 HW 232 232 H 231 H NHW 231 H 231 HW 231 H 230 S HW 231 231 229 229 230 89 19 20 269 09 40 359 ° 09 40 71 64 (68 28) 60 30 DASHED LINE MARKING SOLID LINE MARKING BITUMEN CROSSOVER CONCRETE FOOTPATH BUS BRICK WALL Carport CARPORT VERANDAH VERANDAH COLORBOND FENCE COLORBOND FENCE COLORBOND FENCE COLORBOND FENCE COLORBOND FENCE COLORBOND FENCE PALING FENCE SINGLE STOREY BRICK DWELLING SINGLE STOREY BRICK DWELLING SINGLE STOREY BRICK DWELLING SINGLE STOREY BRICK DWELLING SINGLE STOREY BRICK DWELLING G SHED No 18 TOWNSEND ST No 99 NEALE STREET No 103 NEALE STREET No 105A NEALE STREET No 3/15 NISH STREET No 3/17 NISH STREET No 97-105 NEALE STREET 22967 22948LIP22946INV22957BCK 22951INV 22966BCK 22954INV 22982INV 23245 23258 23083 23010 235 5 233 8 233 8 233 2327 233 231 231 2326 233 2326 231 7 231 2306 22922947BCK 35INV22937LIP 22945 22943 22940 22940 22939 22932 22915 22899 22907BCK 22900 22899 22901BCK 22898 22883 22822893BCK 81INV22883LIP 22887 22876INV 22890BCK 22883 22885 22903 22922904INV16BCK 22935BCK 22923INV 22916 22902 22928 22960 22941 22879LIP 23046 23035 23022 23160 23254 23245 233 6 233 2 2335 233 2335 232 232 5 2342 232 232 0 232 2330 233 231 235 231 232 2330 2298 2296 2294 2292 Driveway Unfenced outdoor space P O S Fence Fence Unfenced outdoor space Outdoor open space P O S P O S High windows neighbouring wall AC AC AC AC AC AC AC shed shed shed shed shed shed shed shed A BO BO BO BO BO BO BO BO BO BO BO BO BO 3 x 3 6m Living 4 x 3 0m Bed 1 3 0 3 0m Bed 2 3 4 0 Bed 1 3 3 3 Living 3 4 x 3 0m Bed 1 3 3 3 Living 3 4 x 3 0m Bed 1 3 3 x 3m Living 3 4 3 6m Living 4 3 m Bed 1 0 x 3 m Bed 2 4 3 0 Bed 1 3 3 3 Living 0 x 3 m Bed 1 3 3 x 3m Living 3 x 3 6m Living 3 4 3 0 Bed 1 0 x 3 m Bed 2 3 4 3 6m Living 3 0 3 0 Bed 3 4 x 3 0m Bed 1 6,805 1:14 RAMP 2,300 LANDING 6,805 1:14 RAMP 6,625 1:20 WALKWAY 2,524 1:20 WALKWAY 8,358 1:20 WALKWAY +230,700 FFL 230,140 FFL 230,140 FFL 230,650 FFL 230,650 FFL 230,650 FFL 230,140 FFL 230,140 FFL 230,140 FFL 230,650 FFL 230,720 FFL 230,670 FFL230,300 NE A3000 IEE A3001 IWE A3001 2 05 V4 V5 V7 V3 V2 V1 EXISTING CROSSOVER TO BE REMOVED AND FOOTPATH TO BE REINSTATED D G 01 A D G 03 A D G 05 A D G 07 D G 09 A DG 10 F D G 08 A D G 06 D G 04 A D G 02 A WG 02 C W G 02 B WG 02 A W G 02 D W G 02 E W G 04 A WG 04 B W G 04 C WG 01 F WG 01 D W G 01 E WG 01 C W G 01 B DG 11 B D G 10 D D G 10 E DG 10 B DG 10 C D G 10 A D G 11 A W G 06 W G 06 W G 08 A W G 08 B W G 08 C WG 08 D WG 09 E WG 09 C W G 09 D W G 09 B W G 09 W G 07 C W G 07 A W G 05 C W G 05 A W G 03 C W G 03 A W G 01 A WG 07 B WG 05 B WG 03 B DG 02 B D G 02 C D G 02 D D G 03 C DG 03 B DG 06 C DG 06 B DG 08 B DG 08 C DG 08 D DG 01 D DG 01 C DG 01 B D G 12 A D G 04 D DG 6 D DG 0 E DG TH06 A DG TH01 A D G 09 C DG 09 B DG 09 D D G 04 B DG 04 C D G 07 B DG 07 C D G 05 B DG 05 C WG TH01 A WG TH01 B WG TH01 C DG 14 A DG 14 B DG 14 C DG 14 D DG 13 B DG TH01 E DG TH 01 DG TH01 G FNC0 FNC0 FNC 6 FNC 6 FNC 9 FNC05 FNC05 SCR01 SCR01 SCR01 SCR01 TOWNSEND STREET LIFT CORE TH0 1000 x 600 Hydraulics 2000 900 Comms 3000 600 MSB SITTING BENCH 1B G 06 2E G 01 2F G 08 2A G 09 1A G 04 A G 07 1A G 05 2B G 02 1D G 03 LOBBY G 10 PEDESTRIAN ENTRY G 14 TH05 (T01 TH01 T01A TH06 T01) COMMUNAL MEETING ROOM G 11 FIRE EGRESS STAIR G 12 WE A3001 S02 A3100 S01 A3100 S03 A3101 S03 A3101 A F1 A5200 A F2 A5200 T F2 A5201 A F3 A5202 A F4 A5202 A F5 A5203 A F6 A5203 A F7 A5204 A F A5204 A F A5205 10 11 10 11 AC AC 1 B 7 6 D F PDR LDY KIT LIVING DINING DINING PDR LDY A1 A4 A2 AA AF AE AC AD AB A3 KITCHEN LIVING DINING 2500x800x1600 Fire Booster 5000x1500x1600 Water Meter 1000x1000x2400 Sprinkler FIP HWU 2400x600x2000 Supply Connection 6000 6000 Substation CONDENSER HWU CONDENSER DG TH05 A WG TH05 A WG TH05 D WG TH05 C WG TH05 B WG TH06 D WG WG TH 05 D G TH 01 B D G TH 01 C DG TH01 D DG TH05 B D G TH 05 C WG TH01 D DG 13 A DG TH05 D DG TH 6 D FNC 01 FNC05 FNC05 FNC05 FNC 5 FNC06 FNC06 FNC07 FNC08 FNC08 FNC07 FNC08 FNC08 FNC08 FNC10 FNC10 FNC05 FNC06 FNC06 FNC 6 FNC05 FNC05 FNC05 FNC0 FNC05 SCR01 SITTING BENCH SUBSTATION G 13 GROUND FLOOR

7 Scale A 2000 Drawing Number Date 11800 Checked By 20 Townsend St Flora Hill VIC 3550 GAP Ground Floor Builder/Contractor shall verify job dimensions before any job Figured dimensions take precedence drawings and job dimensions All shop drawings shall be submitted the Architect/Consultant and manufacture shall prior of inspected shop drawings by the Architect Consultant Project Name 20 Townsend St Project Number Drawing Series General Arrangement Plans Drawing Name Client Details Project Address Drawn By YWCA Australia Consultants YWCA Australia T T 03 8341 8700 E #Client E-mail © Architecture ) Pty Ltd Except allowed under copyright part of this drawing may be reproduced otherwise dealt with without written permission of DKO Architecture DKO Architecture Vic.) Pty Ltd 90-94 Rokeby Street Collingwood VIC 3066 T +61 3 8601 6000 info@DKO com au www DKO com au ABN 61413783636 Rev Date By Chk Description P01 P02 P03 P04 1 12 2023 12 12 2023 19 01 2024 25 01 2024 MK AM MK AM MK AM MK AM MK AM MF MK MK PRELIMINARY ISSUE 50% DESIGN DEVELOPMENT ISSUE PRELIMINARY ISSUE 90% DESIGN DEVELOPMENT ISSUE 01/12/2023 MF As shown @A0 MK / AM FONTIC T 03 7065 4047 Philip Chun Building Compliance T 03) 9662 2200 Edge Consulting Engineers T 03) 9326 9068 Edge Consulting Engineers T 03) 9326 9068 WRAP Engineering T 03) 9428 7987 Focused Fire Engineering T 03) 8589 3915 Enfield Acoustics Pty Ltd T 03) 9111 0090 Onemilegrid T 03) 9939 8250 Project Manager Building Surveyor Structural Eng r Civil Eng r Services Eng Fire Eng r Acoustic Eng r Traffic Eng r PRELIMINARY NOT FOR CONSTRUCTION shed 4 m³ m³ 4 m³ 4 m³ 4 m³ FENCETOP FENCETOP RIDGE GUTTER GUTTER GUTTER RIDGE RIDGE GUTTER FENCETOP FENCETOP FENCETOP GUTTER GUTTER FENCETOP FENCE TOP RIDGE RIDGE RIDGE GUTTER GUTTER GUTTER GUTTER RIDGE HW 232 6 230 S HW 232 H 230 S HW 232 H 230 S HW 233 231 HW 233 6 231 S HW 233 H S NHW 233 H D 232 H HW 232 H 230 S 231 231 154° 1420 12135 179 ° 19 20 269 10 14 39 079 36 57 9 98m 10 06 m 2 90 DASHED LINE MARKING SOLID LINE MARKING CONCRETE CROSSOVER CONCRETE FOOTPATH STOP BACK OF CONCRETE KERB BACK OF CONCRETE KERB SIGN TANK VERANDAH GATE COLORBOND FENCE COLORBOND FENCE COLORBOND FENCE HORIZONTAL BOARDS IRON PICKETS BRICK WALL CORRUGATED IRON FENCE GATE SINGLE STOREY BRICK DWELLING SINGLE STOREY BRICK DWELLING SINGLE STOREY BRICK DWELLING SHED SHED No 6/21A NISH STREET No 6/26 TOWNSEND STREET No 22 TOWNSEND STREET No 3/21A NISH STREET No 5 26 TOWNSEND STREET 23037 23056 23023060BCK 48INV23052LIP 23041LIP23038INV23051BCK 23048 23030 23023028BCK 15INV23018LIP 22923007BCK 95INV22999LIP 23005 23008 23014 23012 23008 23004 22982LIP22980INV22993BCK 22993 22922975BCK 60INV22965LIP 67 23027 23030 23014 23156 23151 234 6 233 233 233 233 3 235 233 23165 22978 22999 23019 23069 23087 23028 23226 23227 233 2 233 9 23182 232 18 234 234 233 233 1 233 233 9 235 Driveway P O S P O S P O S P O S shed shed C Fire Tank 3500Lx1000Wx2600H Fire Pump 4,975 1:20 WALKWAY 20,801 1:49 WALKWAY 2,520 1:14 RAMP 5,400 1:36 WALKWAY 230,520 230,700 230,100 230,370 230,340 230,520 EE A3000 INE2 A3002 15 10 YWCA Storage 10 9 m PROPOSED NEW CROSSOVER TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY DG TH07 A DG TH08 A DG TH09 A DG TH04 A DG TH03 A DG TH02 A WG TH02 A WG TH02 B WG TH03 A WG TH04 A WG TH 04 WG TH 04 C WG TH04 D WG TH04 E WG TH02 E WG TH02 D WG TH03 C WG TH03 B DG 15 A DG 16 A DG 16 B DG 17 A DG 17 B DG 17 C DG 17 D DG 17 F DG 17 G DG 17 H DG 17 DG 17 E DG 17 DG 17 K DG 17 L DG 17 M DG 17 N DG 17 O DG 18 A DG 15 B DG TH02 E DG TH 2 DG TH0 G DG TH0 E DG TH 3 DG TH03 G DG TH0 E DG TH 4 DG TH04 G FNC02 FNC02 FNC03 FNC0 FNC07 FNC09 FNC09 FNC09 Sewer line TH0 TH0 TH TH0 SITTING BENCH SITTING BENCH SITTING BENCH BIN ROOM G 15 CAR PARKING AREA G 16 LANEWAY G 18 TH02 T01A TH04 T01A TH03 (T01A) TH07 T01 TH08 T01 TH09 (T01 T F1 A5201 10 11 Hydrant 2 3 4 5 8 9 10 11 E PDR LDY KIT LIVING PDR LDY KIT LIVING DINING PDR LDY KIT LIVING DINING PDR LDY KIT LIVING DINING PDR LDY PDR LDY PDR LDY KITCHEN LIVING DINING KITCHEN LIVING DINING KITCHEN LIVING DINING SE A3000 ISE A3002 HWU HWU HWU 4 m³ m³ 4 m³ m³ 4 m³ 4 m³ 4 m³ CONDENSER CONDENSER CONDENSER HWU CONDENSER HWU CONDENSER HWU CONDENSER HWU CONDENSER WG TH06 C WG TH06 B WG TH07 D WG TH07 C WG TH07 B WG TH08 D WG TH08 C WG TH08 B WG TH09 F WG TH09 E WG TH09 D WG TH 09 C WG TH 09 B WG TH09 A WG TH08 A WG TH07 A WG TH06 A D G TH 02 B D G TH 02 C DG TH02 D D G TH 03 B D G TH 03 C DG TH03 D D G TH 04 B D G TH 04 C DG TH04 D DG TH06 B D G TH 06 C DG TH07 B D G TH 07 C DG TH08 B D G TH 08 C DG TH09 B D G TH 09 C WG TH04 F WG TH02 F WG TH02 C WG TH03 D DG TH07 D DG TH08 D DG TH 9 D FNC02 FNC 2 FNC03 FNC 3 FNC02 FNC04 FNC0 FNC05 FNC05 FNC0 FNC05 FNC07 FNC07 FNC08 FNC0 FNC 8 FNC0 FNC07 FNC0 FNC0 FNC07 FNC08 FNC 7 FNC 8 FNC10 FNC10 FNC10 1 15 13 SHARED ZONE 7 5 8 9 3 17 18 19 20 21 1 2 4 4 12 11 6 10 SITTING BENCH SITTING BENCH SITTING BENCH SITTING BENCH STORAGE G 17 S04 A3101 S04 A3101

8 EF08 Render Finishlight grey EF09 Render Finishdark grey EF06 FC Finishvertical grooves dark green EF10 Powdercoatlight tone EF07 FC Finishvertical grooves white EF13 Glass - Clear EF05 FC Finishvertical grooves light grey EF11 Powdercoatanthracite EF12 Powdercoatlight grey EF14 Glass - Obscuregrooves tone SFL 230,700 SFL 233,440 SFL 233,871 SFL 236,611 SFL 237,500 SFL 238,269 FLOOD LVL 229,700 10,400 from FFL 7,490 from FFL 230,700 233,800 236,900 240,400 10,000 241,100 240,700 238,190 3,100 3,100 3,500 6,800 ABOVE SFL 7,569 ABOVE SFL 5,240 7,640 20,040 FLOOD LVL 230,300 1,800 1,700 1,700 10,988 from NGL 8,639 from NGL 7,512 ABOVE NGL 2,740 431 2,740 889 EF06 EF0 EF 9 EF10 EF1 EF08 EF01 EF11 EF0 EF11 EF12 EF 1 EF13 EF10 EF11 EF09 EF01 EF 1 EF03 EF04 EF02 EF02 EF02 EF04 EF03 EF03 EF02 EF04 EF04 EF03 EF10 EF10 EF10 EF10 EF10 EF10 EF10 EF10 EF11 EF11 EF10 EF10 EF1 TITLE BOUNDARY L Ground Floor Level Level Roof TITLE BOUNDARY VARIES screened service VEHICLE ACCESS PEDESTRIAN ACCESS 20 TOWNSEND STREET Natural Ground Line @ building @ CL L CL 18 TOWNSEND SFL 230,700 SFL 233,440 SFL 233,871 SFL 236,611 SFL 237,500 SFL 237,612 SFL 238,135 8,770 15,653 7,404 ABOVE NGL 2,740 431 2,740 889 FLOOD LVL 230,300 FLOOD LVL 230,300 6,800 ABOVE SFL SFL 230,700 SFL 233,440 SFL 233,871 SFL 236,611 SFL 237,500 SFL 237,854 SFL 238,269 2,740 431 2,740 889 7,569 ABOVE SFL 7,154 ABOVE SFL 6,800 ABOVE SFL Hydrant EF11 EF11 EF01 EF01 EF1 EF08 EF0 EF 8 EF 9 EF1 EF02 EF09 EF02 EF02 EF09 EF02 EF10 EF10 EF05 EF04 EF05 EF04 EF12 EF12 EF12 EF12 TITLE BOUNDARY Waste Enclosure Fire Tank Fire Pump Bicycle Parking NGL @ BUILDING F CL F CL F CL F CL TOWNSEND STREET @ COMMUNAL A REFER TO LANDSCAPE ARCHITECT DOCUMENTS COMMUNAL B REFER TO LANDSCAPE ARCHITECT DOCUMENTS Outline of storage sheds2400mm high FLOOD LVL 230,300 +238,190 +241,100 6,800 ABOVE SFL +240,700 10,400 from FFL 7,280 7,250 ABOVE NGL 7,238 ABOVE NGL 10,775 from NGL SFL 230,700 SFL 233,440 SFL 233,871 SFL 236,611 SFL 237,500 SFL 237,612 2,740 431 2,740 889 EF06 EF0 EF14 EF08 EF11 EF1 EF1 EF12 EF11 EF10 EF11 EF1 EF1 EF11 EF13 EF05 EF02 EF05 EF02 EF05 EF02 EF05 EF02 EF05 EF02 EF11 EF11 EF11 EF11 EF11 EF11 EF11 EF11 TITLE BOUNDARY screened service Fire Tank F CL F CL @ COMMUNAL C REFER TO LANDSCAPE ARCHITECT DOCUMENTS NORTH ELEVATION 1 100 EAST ELEVATION 1 100 SOUTH ELEVATION 1:100 Note: 1 All glazing to be EF13 Glass - Clear unless otherwise noted 3,100 3,100 3,500 7,490 from FFL 10,000 from FFL +238,190 +240,700 7,490 10,000 to FFL +230,138 +230,138 +230,138 +230,138 +229,599 +229,800 +229,600 +229,400 +229,600 7,426 8,926 9,142 7,522 10,400 to FFL 8,932 EF11 EF07 EF10 EF06 EF09 EF11 EF10 EF13 EF 3 EF10 EF12 EF12 EF 3 EF1 EF08 09 EF1 EF 1 Balustrade extension @ 120º than 25% transparent Balustrade extension @ 120 than 25% transparent Balustrade extension @ 120 than 25% transparent Balustrade extension @ 120 than 25% transparent EF11 EF10 EF08 0 EF08 0 EF10 EF11 EF06 EF06 TITLE BOUNDARY TITLE BOUNDARY Ground Floor Level Level Roof screened service TOWNSEND ST No 3/15 Nish St Substation Natural Ground @ building base of high fence with extension Line of existing neighboring carport Line of high +230,700 +233,800 +236,900 +240,400 EF1 EF1 EF1 EF 1 EF11 EF1 +230,700 +233,800 +236,900 +240,400 3,100 3,100 3,500 10,400 from FFL +241,100 +240,600 +230,700 +230,305 10,400 from FFL 7,832 1,000 11,054 from NGL +229,470 EF06 EF1 EF 1 EF1 EF11 EF0 EF0 EF01 EF01 EF13 EF10 EF11 EF09 EF11 EF10 EF09 EF01 EF0 EF11 EF 8 EF09 EF09 EF09 EF1 EF 0 EF10 EF10 EF0 EF08 EF10 EF10 EF10 EF 1 EF11 EF1 EF 1 EF1 EF11 EF10 Ground Floor Level 1 Level 2 Roof TITLE BOUNDARY TITLE BOUNDARY Water Meter Fire Booster screened service one TOWNSEND ST No 3/17 Nish St lift overrun B20Line Pedestrian Entry Natural Ground Line building base Communal C refer to Landscape Architect documents Apartment Entry 229,460 230,305 7,570 ABOVE SFL 6,912 ABOVE SFL 7,435 ABOVE SFL SFL 230,700 SFL 233,440 SFL 233,871 SFL 236,611 SFL 237,854 SFL 238,270 2,740 431 2,740 SFL 230,700 SFL 233,440 SFL 233,871 SFL 236,611 SFL 237,612 SFL 238,135 2,740 431 2,740 1,001 7,154 ABOVE SFL EF08 EF 8 EF01 EF11 EF03 EF05 EF10 EF12 Mailbox FIP TITLE BOUNDARY TITLE BOUNDARY CL FL CL FL CL FL CL NGL @ BUILDING COMMUNAL B REFER TO LANDSCAPE ARCHITECT DOCUMENTS TOWNSEND STREET #3/17 NISH STREET PEDESTRIAN ACCESS FL 2WEST ELEVATION 1 100 3INTERNAL EAST ELEVATION 1 100 4INTERNAL WEST ELEVATION 1 100 3,100 3,100 3,500 7,490 from FFL 10,000 from FFL +238,190 +240,700 7,490 10,000 to FFL +230,138 +230,138 +230,138 +230,138 +229,599 +229,800 +229,600 +229,400 +229,600 7,426 8,926 9,142 7,522 10,400 to FFL 8,932 EF11 EF07 EF10 EF06 EF09 EF11 EF10 EF13 EF13 EF10 EF12 EF12 EF13 EF1 EF08 09 EF1 EF 1 Balustrade extension @ 120º no more than 25% transparent Balustrade extension @ 120 no more than 25% transparent Balustrade extension @ 120 no more than 25% transparent Balustrade extension @ 120 no more than 25% transparent EF11 EF10 EF08 0 EF08 0 EF10 EF11 EF06 EF06 TITLE BOUNDARY TITLE BOUNDARY Ground Floor Level Level 2 Roof screened service TOWNSEND ST No 3/15 Nish St Substation Natural Ground Line @ building base Line of high fence with extension Line of existing neighboring carport Line of high +230,700 +233,800 +236,900 +240,400 EF 1 EF1 EF1 EF 1 EF1 EF 1 +230,700 +233,800 +236,900 +240,400 3,100 3,100 3,500 10,400 from FFL +241,100 +240,600 +230,700 +230,305 10,400 from FFL 7,832 1,000 11,054 from NGL +229,470 EF0 EF10 EF11 EF 1 EF11 EF0 EF0 EF01 EF01 EF13 EF10 EF11 EF09 EF11 EF10 EF09 EF01 EF 8 EF1 EF08 EF09 EF09 EF09 EF 0 EF10 EF10 EF10 EF0 EF0 EF10 EF10 EF10 EF 1 EF1 EF1 EF11 EF1 EF1 EF10 Ground Floor Level Level 2 Roof TITLE BOUNDARY TITLE BOUNDARY Water Meter Fire Booster screened service one TOWNSEND ST No 3/17 Nish St lift overrun B20Line Pedestrian Entry @ building base Communal C refer to Landscape Architect documents Apartment Entry BOUNDARY BOUNDARY 2WEST ELEVATION 1 100 3INTERNAL EAST ELEVATION 1 100 3,100 3,100 3,500 7,490 from FFL 10,000 from FFL +238,190 +240,700 7,490 10,000 to FFL +230,138 +230,138 +230,138 +230,138 +229,599 +229,800 +229,600 +229,400 +229,600 7,426 8,926 9,142 7,522 10,400 to FFL 8,932 EF11 EF07 EF10 EF06 EF09 EF11 EF10 EF13 EF13 EF10 EF12 EF12 EF13 EF1 EF08 09 EF1 EF 1 Balustrade extension @ 120º than 25% transparent Balustrade extension @ 120 than 25% transparent Balustrade extension @ 120 than 25% transparent Balustrade extension @ 120 than 25% transparent EF11 EF10 EF08 0 EF08 0 EF10 EF11 EF06 EF06 TITLE BOUNDARY TITLE BOUNDARY Ground Floor Level Level Roof screened service one TOWNSEND ST No 3/15 Nish St Substation building base high fence with extension existing neighboring Line of high fence with extension +230,700 +233,800 +236,900 +240,400 EF 1 EF1 EF1 EF 1 EF1 EF 1 +230,700 +233,800 +236,900 +240,400 3,100 3,100 3,500 10,400 from FFL +241,100 +240,600 +230,700 +230,305 10,400 from FFL 7,832 1,000 11,054 from NGL +229,470 EF0 EF10 EF11 EF 1 EF11 EF0 EF0 EF01 EF01 EF13 EF10 EF11 EF09 EF11 EF10 EF09 EF01 EF 8 EF1 EF08 EF09 EF09 EF09 EF 0 EF10 EF10 EF10 EF0 EF0 EF10 EF10 EF10 EF 1 EF1 EF1 EF11 EF1 EF1 EF10 Ground Floor Level 1 Level 2 Roof TITLE BOUNDARY TITLE BOUNDARY Water Meter Fire Booster screened service TOWNSEND ST No 3/17 Nish St lift B20Line Pedestrian Entry Natural Ground Line @ building Communal C refer Landscape Architect documents Apartment Entry 229,460 230,305 7,570 ABOVE SFL 6,912 ABOVE SFL 7,435 ABOVE SFL SFL 230,700 SFL 233,440 SFL 233,871 SFL 236,611 SFL 237,854 SFL 238,270 2,740 431 2,740 SFL 230,700 SFL 233,440 SFL 233,871 SFL 236,611 SFL 237,612 SFL 238,135 2,740 431 2,740 1,001 7,154 ABOVE SFL EF08 EF08 EF01 EF11 EF03 EF05 EF10 EF12 Mailboxes FIP TITLE BOUNDARY TITLE BOUNDARY CL FL CL FL CL FL CL @ COMMUNAL B REFER TO LANDSCAPE ARCHITECT DOCUMENTS TOWNSEND STREET #3/17 NISH STREET PEDESTRIAN ACCESS FL 2WEST ELEVATION 1 100 3INTERNAL EAST ELEVATION 1 100 4INTERNAL WEST ELEVATION 1:100

9 SFL 230,700 FFL 230,720 FCL 233,420 SFL 233,800 FFL 233,820 FCL 236,520 SFL 236,900 FFL 236,920 FCL 239,620 240,600 TOP 2,700 400 3,100 2,700 980 3,000 650 2,765 ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER TO ENERGY REPORT FOR SYSTEM REQUIREMENTS SELECTED SKIRTING AS SCHEDULED SELECTED FLOOR FINISH AS SCHEDULED P BOARD LINING REFER TO WALL TYPES SCHEDULE ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER TO ENERGY REPORT FOR SYSTEM REQUIREMENTS SELECTED SKIRTING AS SCHEDULED SELECTED FLOOR FINISH AS SCHEDULED SUSPENDED P BOARD CEILING WITH SELECTED FINISH AS SCHEDULED SELECTED FLOOR FINISH AS SCHEDULED GROUND FLOOR LANDSCAPED COMMUNAL FLOOR FINISH REFER TO LANDCAPE ARCHITECTS DRAWINGS CONC SLAB REFER TO STRUCT ENG S DRAWINGS CONC FOOTINGS REFER TO STRUCT ENG S DRAWINGS FIRE RATING REFER TO FACADE ENG S DRAWINGS P BOARD BULKHEAD WITH SELECTED FINISH AS SCHEDULED AUTOMATED FRAMELSS GLAZED SLIDING DOOR COLORBOND PARAPET CAPPING FINISH AS SCHEDULED SUSPENDED CEMENT SHEET WITH APPLIED FINISH AS SCHEDULED 35mm BATTENS REFER TO MANUF SPECIFICATIONS 20mm SHADOW LINE 20mm SHADOW LINE CONC SLAB TO STRUCTURAL ENG S DETAILS L2 LOBBY L1 LOBBY GF LOBBY GF EXTERNAL ENTRY CONC SLAB TO STRUCTURAL ENG S DETAILS 1 100 FALL 35mm BATTENS BOTH SIDES REFER TO MANUF SPECIFICATIONS CEMINTEL SHEET CLADDING TO BOTH SIDES REFER TO ELEVATIONS FOR TYPE WALL WRAP REFER TO MANUF SPECIFICATIONS 92mm STEEL STUDS AT 600 MAX CTS REFER TO MANUF SPECIFICATIONS ALUMINIUM PARAPET CAPPING FINISH AS SCHEDULED COLORBOND ROOF SHEETING AT 2 FALL FINISH AS SCHEDULED COLORBOND BOX GUTTER REFER TO HYDRAULIC ENGINEERS DRAWINGS COLOUR AS SCHEDULED ROOF TRUSSES REFER TO STRUCT ENG S DETAILS BATTENS REFER TO MANUF SPEC S ROOF SARKING REFER TO ARCHITECTURAL SPECIFICATIONS NON-COMBUSTABLE BULK INSULATION REFER TO ENERGY REPORT 250w x 150h P BOARD PELMET WITH SELECTED FINISH AS SCHEDULED

SELECTED

NON-COMBUSTIBLE

TYPES SCHEDULE

ANGLE

250w

BOARD

SELECTED

AS SCHEDULED

SEALANT

ANGLE

NON-COMBUSTIBLE

STEEL BEAM AS PER STRUCTURAL ENGINEER S DRAWINGS STEEL GRATE COLORBOND

COLORBOND METAL CLADDING 92mm STEEL STUDS AT 600 MAX CTS REFER TO MANUF SPECIFICATIONS FACADE SECTION

SUSPENDED P BOARD CEILING WITH

FINISH AS SCHEDULED

BULK INSULATION REFER

WALL

ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER TO ENERGY REPORT FOR SYSTEM REQUIREMENTS ALUMINIUM PLATE SET ON SEALANT AND CONCEALED FIXINGS TO ALUMINIUM

CLEATS AS REQUIRED ALL

MATCHING FINISH AS SCHEDULED NON-COMBUSTIBLE BULK INSULATION REFER TO WALL TYPES SCHEDULE

x 150h P

PELMET WITH

FINISH

SUSPENDED P BOARD CEILING WITH SELECTED FINISH AS SCHEDULED ALUMINIUM PLATE SET ON

AND CONCEALED FIXINGS TO ALUMINIUM

CLEATS AS REQUIRED ALL

MATCHING FINISH AS SCHEDULED

BULK INSULATION REFER TO WALL TYPES SCHEDULE COLORBOND BOX GUTTER REFER TO HYDRAULIC ENGINEERS DRAWINGS COLOUR AS SCHEDULED

ROOF SHEETING AT 2 FALL FINISH AS SCHEDULED ROOF PURLINS AS PER STRUCUTRAL ENGINEER S DRAWINGS

150h

TO ENERGY REPORT FOR SYSTEM REQUIREMENTS

NON-COMBUSTIBLE BULK INSULATION REFER TO WALL TYPES SCHEDULE P BOARD LINING REFER TO WALL TYPES SCHEDULE

CONCRETE HOB

SELECTED SKIRTING AS SCHEDULED SELECTED FLOOR FINISH AS SCHEDULED

150h MDF PELMET

NON-COMBUSTIBLE BULK INSULATION REFER TO WALL TYPES SCHEDULE WALL WRAP REFER TO MANUF SPECIFICATIONS

NON-COMBUSTIBLE BULK INSULATION REFER TO WALL TYPES SCHEDULE 20mm SHADOW LINE

CEMINTEL SHEET CLADDING TO BOTH SIDES REFER TO ELEVATIONS FOR TYPE

35mm BATTENS BOTH SIDES REFER TO MANUF SPECIFICATIONS

92mm STEEL STUDS AT 600 MAX CTS REFER TO MANUF SPECIFICATIONS

ALUMINIUM FLASHING FINISH AS SCHEDULED 20mm SHADOW LINE

10 SFL 230,090 FFL 230,140 SFL 230,700 FFL 230,720 FCL 232,800 FCL 233,420 SFL 233,800 FFL 233,820 FFL 233,990 FCL 236,520 SFL 236,900 FFL 236,920 FFL 237,090 FCL 239,620 241,100 TOP 1,050 50 400 100 300 1,050 50 400 100 300 1,100 590 1,100 2,700 2,700 400 2,700 400 1,500 CEMINTEL SHEET CLADDING REFER TO ELEVATIONS FOR TYPE 35mm BATTENS BOTH SIDES REFER TO MANUF SPECIFICATIONS CEMINTEL SHEET CLADDING TO BOTH SIDES REFER TO ELEVATIONS FOR TYPE WALL WRAP REFER TO MANUF SPECIFICATIONS 92mm STEEL STUDS AT 600 MAX CTS REFER TO MANUF SPECIFICATIONS NON-COMBUSTIBLE BULK INSULATION REFER TO WALL TYPES SCHEDULE P BOARD LINING REFER TO WALL TYPES SCHEDULE 35mm BATTENS REFER TO MANUF SPECIFICATIONS ALUMINIUM PARAPET CAPPING FINISH AS SCHEDULED 20mm SHADOW LINE SUSPENDED CEMENT SHEET WITH APPLIED FINISH AS SCHEDULED 35mm BATTENS BOTH SIDES REFER TO MANUF SPECIFICATIONS COLORBOND ROOF SHEETING AT 2° FALL FINISH AS SCHEDULED WEATHERTIGHT COLORBOND FLASHING COLOUR AS SCHEDULED ROOF TRUSSES REFER TO STRUCT ENG S DETAILS BATTENS REFER TO MANUF SPEC S ROOF SARKING REFER TO ARCHITECTURAL SPECIFICATIONS 20mm SHADOW LINE NON-COMBUSTABLE BULK INSULATION REFER TO ENERGY REPORT 250w x 150h P BOARD PELMET WITH SELECTED FINISH AS SCHEDULED SUSPENDED P BOARD CEILING WITH SELECTED FINISH AS SCHEDULED ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER TO ENERGY REPORT FOR SYSTEM REQUIREMENTS SELECTED PAVERS ON PODS AS SCHEDULED APPLIED WATERPROOFING MEMBRANE TO AS4654 PARTS 1 AND 2 ON MONOLITHIC SLAB FALLS TO BALCONY WASTE FOLLETS TO CORNERS UV RESISTANT 10mm STEEL CLADDING WITH APPLIED FINISH AS SCHEDULED ON A STEEL SUBFRAME SOFFIT FINISH AS SCHEDULED SUSPENDED CEMENT SHEET WITH APPLIED FINISH AS SCHEDULED SELECTED SKIRTING AS SCHEDULED SELECTED FLOOR FINISH AS SCHEDULED CONCRETE HOB CEMINTEL SHEET CLADDING REFER TO ELEVATIONS FOR TYPE 35mm BATTENS REFER TO MANUF SPECIFICATIONS SELECTED PAVERS ON PODS AS SCHEDULED APPLIED WATERPROOFING MEMBRANE TO AS4654 PARTS 1 AND 2 ON MONOLITHIC SLAB FALLS TO BALCONY WASTE FOLLETS TO CORNERS UV RESISTANT

STEEL

WITH APPLIED FINISH AS SCHEDULED ON A STEEL SUBFRAME

10mm

CLADDING

MDF PELMET WITH SELECTED FINISH AS SCHEDULED

SUSPENDED P BOARD CEILING WITH SELECTED FINISH AS SCHEDULED ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER

WITH SELECTED FINISH AS SCHEDULED SUSPENDED P BOARD CEILING WITH SELECTED FINISH AS SCHEDULED NON-COMBUSTIBLE BULK INSULATION REFER TO WALL TYPES SCHEDULE P BOARD LINING REFER TO WALL TYPES SCHEDULE ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER TO ENERGY REPORT FOR SYSTEM REQUIREMENTS SELECTED SKIRTING AS SCHEDULED SELECTED FLOOR FINISH AS SCHEDULED CEMINTEL SHEET CLADDING REFER TO ELEVATIONS FOR TYPE 35mm BATTENS REFER TO MANUF SPECIFICATIONS WALL WRAP REFER TO MANUF SPECIFICATIONS GROUND FLOOR TERRACE FLOOR FINISH REFER TO LANDCAPE ARCHITECTS DRAWINGS CONC SLAB REFER TO STRUCT ENG S DRAWINGS CONC FOOTINGS REFER TO STRUCT ENG S DRAWINGS APPLIED FINISH TO EXPOSED SLAB EDGE AS SCHEDULED VERMIN PROOF LOUVRES & PLENUM BOX REFER TO MECHANICAL ENGINEER S DRAWINGS FOR DETAILS VERMIN PROOF LOUVRES & PLENUM BOX REFER TO MECHANICAL ENGINEER S DRAWINGS FOR DETAILS LOUVRES & PLENUM BOX REFER TO MECHANICAL ENGINEER S DRAWINGS FOR DETAILS STEEL LINTEL REFER TO STRUCTURAL ENGINEER S DRAWINGS 1 100 FALL 1 100 FALL 1 100 FALL 1 100 FALL 1 100 FALL CONC SLAB TO STRUCTURAL ENG S DETAILS CONC SLAB TO STRUCTURAL ENG S DETAILS L2 S O U L1 S O U GF S O U L2 BALCONY L1 BALCONY GF TERRACE FACADE SECTION

11 2,720 380 2,720 380 2,720 1,080 590 510 1,100 413 192 605 GF - SFL 230,700 GF - FFL 230,720 GF - FCL 233,420 SFL 233,800 FFL 233,820 L1 - FCL 236,520 L2 - SFL 236,900 L2 - FFL 236,920 L2 - FFL 237,090 TOW 238,190 L2 - FCL 239,620 TOW 240,700 500 400 1,200 35mm BATTENS BOTH SIDES REFER TO MANUF SPECIFICATIONS CEMINTEL SHEET CLADDING TO BOTH SIDES REFER TO ELEVATIONS FOR TYPE WALL WRAP REFER TO MANUF SPECIFICATIONS 92mm STEEL STUDS AT 600 MAX CTS REFER TO MANUF SPECIFICATIONS ALUMINIUM PARAPET CAPPING FINISH AS SCHEDULED COLORBOND ROOF SHEETING AT 2 FALL FINISH AS SCHEDULED COLORBOND BOX GUTTER REFER TO HYDRAULIC ENGINEERS DRAWINGS COLOUR AS SCHEDULED ROOF TRUSSES REFER TO STRUCT ENG S DETAILS BATTENS REFER TO MANUF SPEC S ROOF SARKING REFER TO ARCHITECTURAL SPECIFICATIONS NON-COMBUSTABLE BULK INSULATION REFER TO ENERGY REPORT 250w x 150h P BOARD PELMET WITH SELECTED FINISH AS SCHEDULED SUSPENDED P BOARD CEILING WITH SELECTED FINISH AS SCHEDULED ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER TO ENERGY REPORT FOR SYSTEM REQUIREMENTS SELECTED PAVERS ON PODS AS SCHEDULED APPLIED WATERPROOFING MEMBRANE TO AS4654 PARTS 1 AND 2 ON MONOLITHIC SLAB FALLS TO BALCONY WASTE FOLLETS TO CORNERS UV RESISTANT 10mm STEEL CLADDED PLANTER BOX WITH APPLIED FINISH AS SCHEDULED SELECTED SKIRTING AS SCHEDULED SELECTED FLOOR FINISH AS SCHEDULED CONCRETE HOB NON-COMBUSTIBLE BULK INSULATION REFER TO WALL TYPES SCHEDULE 50mm ALUMINIUM AWNING FINISH AS SCHEDULED 50mm ALUMINIUM WINDOW SHROUD 20mm SHADOW LINE ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER TO ENERGY REPORT FOR SYSTEM REQUIREMENTS 10mm SHADOW LINE CEMINTEL SHEET CLADDING TO BOTH SIDES REFER TO ELEVATIONS FOR TYPE WALL WRAP REFER TO MANUF SPECIFICATIONS CONCEALED PLUMBING POP OUT 20mm SHADOW LINE ALUMINIUM PLATE SET ON SEALANT AND CONCEALED FIXINGS TO ALUMINIUM ANGLE CLEATS AS REQUIRED ALL IN MATCHING FINISH AS SCHEDULED NON-COMBUSTIBLE BULK INSULATION REFER TO WALL TYPES SCHEDULE ALUMINIUM PLATE SET ON SEALANT AND CONCEALED FIXINGS TO ALUMINIUM ANGLE CLEATS AS REQUIRED ALL IN MATCHING FINISH AS SCHEDULED ALUMINIUM LOUVRED SCREEN AS SCHEDULED ALUMINIUM FRAMED GLAZING SYSTEM WITH SELECTED FINISH AS SCHEDULED REFER TO ENERGY REPORT FOR SYSTEM REQUIREMENTS 250w x 150h P BOARD PELMET WITH SELECTED FINISH AS SCHEDULED SUSPENDED P BOARD CEILING WITH SELECTED FINISH AS SCHEDULED NON-COMBUSTIBLE BULK INSULATION SELECTED FLOOR FINISH AS SCHEDULED FIRE RATING REFER TO FACADE ENG S DRAWINGS SELECTED FLOOR FINISH AS SCHEDULED 250w x 150h P BOARD PELMET WITH SELECTED FINISH AS SCHEDULED SUSPENDED P BOARD CEILING WITH SELECTED FINISH AS SCHEDULED NON-COMBUSTIBLE BULK INSULATION CONC FOOTINGS REFER TO STRUCT ENG S DRAWINGS CEMINTEL SHEET CLADDING TO BOTH SIDES REFER TO ELEVATIONS FOR TYPE WALL WRAP REFER TO MANUF SPECIFICATIONS 35mm BATTENS BOTH SIDES REFER TO MANUF SPECIFICATIONS 20mm SHADOWLINE NON COMBUSITBLE INSULATION AS SCHEDULED SHS UPRIGHTS AT MAXIMUM 150MM CENTRES REFER TO STRUCTURAL ENGINEER S DRAWINGS 1 100 FALL 1 100 FALL CONC SLAB TO STRUCTURAL ENG S DETAILS CONC SLAB TO STRUCTURAL ENG S DETAILS CONC SLAB TO STRUCTURAL ENG S DETAILS 3 FALL 3 FALL 3 FALL L2 S O U L1 S O U GF S O U L2 TERRACE FACADE SECTION

KING STREET APARTMENTS

Muti-residential development

LOCATION

YEAR STATUS

PROJECT TYPE

STAGES INVOLVED

WEST MELBOURNE, VIC 2023

PLANNING APPLICATION

RESIDENTIAL

SCHEMATIC DESIGN

TOWN PLANNING

With close proximity to the Melbourne CBD, including Flagstaff Garden and Queen Victoria Market, the proposal seeks to act as a catalyst that creates a community that connects between these nodes.

The proposal comprises of 280 apartments distributed across 3 buildings ranging from 5-10 storeys. In order to create a sense of ownership and identity, and breakdown the scale of the development, each of the buildings have a different architectural language that responds to the character of the street in which it faces.

Communal amenities are distributed across the site including a rooftop terrace, central landscape courtyard, gym and coworking spaces.

One of the key challenges throughout this project was the constant change of brief which multiple iterations to the layouts within a short timeframe.

14 Alicia Tan | Selected Works NORTH MELBOURNE RAILWAY ERROL STREET HIGH STREET SUBJECT SITE EADES PLACE PARK DOCKLANDS CBD QVM RodenSt RosslynSt HawkeSt Curzon St Abbotsford St Leveson St Chetwynd St Howard St Peel St William St IrelandSt AdderleySt StanleySt KingSt Errol Street Victoria St Victoria St SpencerSt SpencerSt DudleySt FLAGSTAFF GARDENS LaTrobeSt 400m 800m SITE CONTEXT Train station High street Green Amenity City Amenity Pedestrian movement opportunity Bus stops Tram stops

A 1 3

Village of buildings with individual identities

Through Site Link Site responsive and sympathetic massing through setbacks, breaks and articulation

4 6

Ground plane street activation

Landscaped central through-link that enhances resident and public amenity.

Vehicular access off Stanley St and housing services, cars and loading in the basement to further improve pedestrian experience on Ground

RODEN STREET RODEN STREET RODEN STREET STANLEY STREET

KING STREET KING STREET KING STREET

STANLEY STREET STANLEY STREET

B C

KING STREET

RODEN STREET

KING STREET

RODEN STREET STANLEY STREET STANLEY STREET STANLEY STREET RODEN STREET

KING STREET Residential Lobby Office DESIGN RESPONSE

STANLEY STREET

RODEN STREET

STANLEY STREET

16 Alicia Tan | Selected Works 27 m2 27 m2 27 m2 27 m2 34 m2 35 m2 25 m2 21 m2 19 m2 41 m2 33 m2 17 m2 23 m2 23 m2 23 m2 23 m2 23 m2 23 m2 23 m2

KING STREET

46 88 319 ° 19 40 " 138 ° 25 44 96 1 29 319 ° 23 43 38 231°13'30" 25 30 320 31 30 20 08 318 ° 50 12 98 49°12 3 16 229 19 4 29 137 ° 41 8 56 228°30 24 41 228°01 25 11 137 ° 36 25 06 136 ° 13' 70 44 45 22 557 King Street 2 Storey Rendered Terrace 555 King Street 2 Storet Rendered Terrace 551 King Street 3 Storey Concrete & Brick Office 545 King Street 3 Storey Concrete & Brick Office 541 King Street 3 Storey Concrete & Brick Office 62-72 Stanley Street 1 Storey Brick Building Bitumen Car Park 2 Storey Brick Building 1E 4 51 m2 1D 59 m2 1E 2 53 m2 1E 2 53 m2 S02 4 45 m2 S02 4 45 m2 S02 4 45 m2 S02 4 45 m2 S02 4 45 m2 1E 6 56 m2 1E 7 56 m2 1E 5 56 m2 1E 8 53 m2 S02 3 45 m2 S02 3 45 m2 1E 2 53 m2 Commercial 1 067 m2 1 222 m2 Lobby 27 m2 Fire Booster Water Meter 1 F F 1I 6 59 m2 SP m C Elec Elec Comm C C 6 0 6 Lounge 119 m2 Commercial 298 m2 Hyd Relief 2 1 m SP 1 3 Relief 1 m DAS 0 x 6 Elec Comm 1 0 Relief 2 Hyd 2 6 LS 2A 1 86 m2 Hyd DAS 8 0 6 2A 1 87 m2 2A 1 87 m2 Comms DAS 0 8 Elec 6 Lobby 43 m2 Bin SP 1 1 m Lobby 149 m2 30 m2 LS 42 00 % 42 00 % 42 00 % 42 00 % Substation FIP FIP FIP GROUND

FLOOR

RODEN STREET

STANLEY STREET

17 12 m2 9 m2 8 m2 17 m2 17 m2 17 m2 23 m2 23 m2 23 m2 8 m2 8 m2 8 m2 8 m2 8 m2 12 m2 9 m2 17 m2 23 m2 10 m2 17 m2 9 m2 9 m2 2,550 5,500 2,510 5,150 2,550 5,150 1,850 9 m2 8 m2 8 m2 8 m2 8 m2 8 m2 8 m2 8 m2 34 m2 8 m2 20 m2 8 m2 8 m2 10 m2 6 m2 15 m2 10 m2 8 m2 8 m2 9 m2 KING STREET

46 88 319 ° 19 40 " 138 25 44 96 1 29 319 ° 23 43 38 231 13 30" 25 30 320 ° 31 30 " 20 08 318 ° 50 12 98 49 12 3 16 229°19 4 29 137 ° 41 8 56 228 30 24 41 228 01' 25 11 137 ° 36 25 06 136 ° 13 70 44 45 22' 557 King Street 2 Storey Rendered Terrace 555 King Street 2 Storet Rendered Terrace 551 King Street 3 Storey Concrete & Brick Office 545 King Street 3 Storey Concrete & Brick Office 541 King Street 3 Storey Concrete & Brick Office 62-72 Stanley Street 1 Storey Brick Building Bitumen Car Park 2 Storey Brick Building 1J 54 m2 1B 3 56 m2 1B 2 50 m2 S02 45 m2 S02 45 m2 S02 45 m2 S02 45 m2 S02 45 m2 S02 45 m2 S02 45 m2 1A 54 m2 2B 72 m2 1A 1 59 m2 1 A 54 m 2 S 02 . 1 44 m 2 1I 5 59 m2 1I 5 59 m2 2Q 66 m2 2R 80 m2 S02 6 45 m2 S04 46 m2 1B 1 51 m2 1B 54 m2 1B 54 m2 1B 54 m2 1B 54 m2 1B 54 m2 1F 1 59 m2 Hyd 1 4 91 m 2 SP 1 2 L02 39 m2 L02 39 m2 L02 39 m2 L01 38 m2 L01 38 m2 L01 38 m2 SP 2 m SP Relief 2 2 m F F DAS 0 8 6 Elec Comm 0 6 Relief 1 1 LS Hyd 2 6 SP Relief 2A 87 m2 2A 87 m2 Comms L02 1 39 m2 L01 1 38 m2 2S 87 m2 2K 73 m2 DAS 6 x 0 6 Elec L02 1 39 m2 Comm 1 Hyd LS TYPICAL FLOOR

STANLEY ST FACADE

18 Alicia Tan | Selected Works C

19 B

ST FACADE

RODEN

SEDDON SQUARE APARTMENTS

Muti-residential development

LOCATION

YEAR

STATUS

PROJECT TYPE

STAGES INVOLVED

SEDDON, VIC 2023

PLANNING APPLICATION RESIDENTIAL

SCHEMATIC DESIGN

TOWN PLANNING

The site is located 7km away from the Melbourne CBD, in the suburb of Seddon that is known for it’s cultural diversity, arts and music and is undergoin gentrification.

The proposal consists of 150 apartments and 10 townhouses. The ground plane is activated through resident amenities, a central courtyard, retail and gym.

Despite the challenge of meeting the client’s brief, the proposal seeks to respond to its context by breaking up the scale of the building, the use of rhobust materials and the actcivation of ground plane.

One of the key challenges of this project is to incorporate a cost effective and efficient structural layout that works with the car stackers in the basement and apartment layouts above.

SITE CONTEXT

Subject Site

Bicycle Route

Bus Route

Tram Route

Preferred Heavy Traffic Route

22 Alicia Tan | Selected Works -----

-----

Tram 82 Footscray Station Middle Footscray Station Seddon Station Bus Stop

GeelongRd

Tram 82 Hopkins St

Victoria

Barkly St Buckley St Walter St Charles St

St Albert St

Locating built form on corner in relation to scale of built form across the street

Streetwall setbacks to reduce visual bulk.

Stepping the massing along Buckley Street to transition to the lower built scale.

RESPONSE

BuckleyStreet AlbertStreet BuckleyStreet AlbertStreet AlbertStreet BuckleyStreet DESIGN

Buckley Street

24 Alicia Tan | Selected Works

Albert

25 6 m2 Corr 0.3x1.0 25 9 m2 2,400 8,051 2,700 600 2,700 500 +14,300 +14,100 +13,400 +12,700 +13,900 +14,100 +13,293 +13,147 +13,030 +12,913 +12,796 +12,646 +14,550 +14,550 +14,750 15 6 m2 17 0 m2 8 6 m2 14 8 m2 14 2 m2 14 2 m2 14 2 m2 14 2 m2 Line of Awning above Line of Awning above 1:10 1:8 1:8 1:5 1:20 130.68

Gym 300 1 m2 Loft 3B 53 3 m2 Loft 3C 53 2 m2 Loft 2B 1 48 2 m2 Loft 2A.2 48 2 m2 Loft 2A 48 2 m2 Loft 2B 48 2 m2 Loft 2A.1 48 2 m2 Loft 2A.1 48 2 m2 Lobby/Circulation 105 6 m2 Residents Amenity 229 8 m2 213 1 m2 Lobby/Circulation 126 1 m2 89 4 m2 Loft 3A 49 0 m2 Loft 3D 73 8 m2 5 9 m3 3 2 m 3 2 m3 3 2 m 4 4 m3 5 9 m3 3 4 m3 4 0 m3 4 0 m3 4 0 m3 3 7 3 7 m 3 7 m 6 5 3 3 3 7 m 14,000 14,000 1400 x 600 FIP Hydraulic 1.8x0.6 Elec 2x0.5 Comm 1x0.5 Bin 0.4x0.4 Refrig. Stair0.4x0.7 Relief above Hydraulic 0.6x0.6 Stair P. 1 6 m Kitc Exh 0.8x1.45 CP Exh. 1 8 m Fire P. 0.4x0.8 Corr 0.5x0.6 Stair P. 1 2 m riser Line of Building above VCAT approved envelope Food & Drink Premises Food & Drink Premises Mail 1:21 Courtyard Building

Building

110.70 89.2° 8 bikes 6 bikes GROUND

Street

0.1°

FLOOR

110.70 89.2°

Albert Street 8 0 m2 8 0 m2 8 2 m2 8 0 m2 Corr 0.3x1.0 14 4 m2 13 4 m2 9 8 m2 7 2 m2 5,715 5,435 7,423 21,630 14,000 +27,850 8 8 m2 8 0 m2 12 8 m2 8 0 m2 12 0 m2 8 2 m2 8 1 m2

Circulation 4 2.1D 66 9 m2 4 2.2J 76 4 m2 4 2.2A 76 5 m2 4 2 2A 76 5 m2 4 2 2A 76 5 m2 4 2 2A 76 5 m2 4 2.2L 74 8 m2 4 1A 51 4 m2 4 3A 106 5 m2 4 3C 92 7 m2 4 2 2F 77 2 m2 4 1D 50 7 m2 4 3D 99 8 m2 4 2 2H 79 5 m2 Core / Services 4 3B 97 5 m2 14,200 CP Exh. 1 8 m Stair P. 1 6 m Hydraulic 1.8x0.6 Elec 2x0.5 Comm 1x0.5 Fire P. 0.4x0.8 Bin 0.4x0.4 Kitc Exh 0.8x1.45 Refrig. Stair0.4x0.7 Relief 2 6 Hydraulic 0.6x0.6 Corr 0.5x0.6 Stair P. 1 2 m VCAT approved envelope Building 1

Building 1

TYPICAL

Buckley Street

130.68 0.1°

Building 3

TOWER FLOOR

26 Alicia Tan | Selected Works +14,550 +18,550 +21,650 +24,750 +27,850 +30,950 +34,050 +37,150 +40,250 +43,350 +46,600 +49,750 NGL +14,130 4,000 3,100 3,100 3,100 3,100 3,100 3,100 3,100 3,100 3,250 3,150 NGL +14,100 +51,550 +52,050 +50,450 EF05 EF13 EF14 EF07 EF12 EF17 EF11 EF01 EF02 EF11 EF13 EF17 EF09 EF11 EF01 EF02 EF04 EF04 Site Boundary Lower Ground Level 1 Level 2 Level 3 Level 4 Level 5 Level 6 Level 7 Level 8 Level 9 Roof 4 Pedestrian Walkway Albert street Ground Lift overrun 1 8m High screen EF05 EF06 EF07 EF08 EF09 EF10 Concrete Natural Metal Finish 1 Concrete Textured Render Dark Grey Metal Finish 2 Metal Finish 3 EF15 EF16 EF17 EF18 Printed Wednesday 29 March 2023 OG = OBSCURE GLASS * Landscape shown is indicative only; refer to Landscape Architect drawings +14,550 +18,550 +21,650 +24,750 +27,850 +30,950 +34,050 +37,150 +40,250 +43,350 +46,600 +49,750 4,000 3,100 3,100 3,100 3,100 3,100 3,100 3,100 3,100 3,250 3,150 NGL +14,100 +51,550 +52,050 +50,450 EF13 EF12 EF17 EF11 EF01 EF02 EF EF17 EF09 EF11 EF01 EF02 EF04 EF04 Site Boundary Lower Ground Level 1 Level 2 Level 3 Level 4 Level 5 Level 6 Level 7 Level 8 Level 9 Roof 4 Albert street Ground Lift overrun 1 8m High screen 238a Nicholson St 6 Storey Victoria University EF01 EF02 EF03 EF04 EF05 EF06 EF07 EF08 EF09 EF10 EF11 Brick finish 1 Concrete Finish Natural Metal Finish 1 Glazing 1 Dark grey powdercoated screen/balustrade EF12 EF13 EF14 Brick finish 2 Brick finish 3 Brick finish 4 Concrete Textured Render Dark Grey Metal Finish 2 Metal Finish 3 Metal finish 4 Awning Textured finish EF15 EF16 grey powdercoated screen/balustrade Textured Finish 1 EF17 Textured Finish 2 EF18 E-01 NORTH ELEVATION 1:200

27 +12,700 +14,550 +18,550 +21,650 +27,850 +30,950 +34,050 +37,150 +40,250 +43,350 +46,600 +49,750 4,000 3,100 3,100 3,100 3,100 3,100 3,100 3,100 3,100 3,250 3,150 +52,050 +24,750 +51,550 EF11 EF04 EF17 EF17 EF14 EF13 EF09 EF03 EF13 EF04 EF01 EF17 EF11 EF05 EF01 EF11 EF13 EF14 Site Boundary Ground Level 1 Level 2 Level 3 Level 4 Level 5 Level 6 Level 7 Level 8 Level 9 Roof 4 Buckley Street Pedestrian Walkway Lower Ground 1 8m High screen Lift overrun Line of TP submission EF04 EF05 EF06 EF07 EF08 EF09 EF10 Concrete Finish Natural Metal Finish 1 EF14 Brick finish 4 Concrete Textured Render Dark Grey Metal Finish 2 Metal Finish 3 EF15 EF16 EF17 EF18 02 EAST ELEVATION 1:200

SORELL EMERGENCY SERVICES HUB

NEW POLICE, FIRE AND EMERGENCY

SERVICES FACILITY

LOCATION YEAR STATUS

PROJECT TYPE

STAGES INVOLVED

SORELL, TAS 2021

UNDER CONSTRUCTION COMMUNITY FACILITY

DESIGN DEVELOPMENT

TENDER DOCUMENTATION

Combining Taspolice, TasFire and Sorrell Emergencu Services under one roof, the building consists of two fire engine bays for career and volunteer fire fighters, administrative office and common kitchen and lounge facilites.

The facility acts as the main hub, providing service within the area and surrounding suburbs.

One of the key challenges of this project was to coordinate the brief and detailed requirements from various stakeholders.

SITE CONTEXT

TasmanHighway

30 Alicia Tan | Selected Works 3 5 LIGHT POLE CONCRETE KERB FILL POINTS

Cole St

Residential

Residential Area

Area

Town Centre

Community Centre Site Memorial Hall Community Market

Gordon St

31 PROGRAM TAS POLICE EMERGENCY SERVICES TAS FIRE

32 Alicia Tan | Selected Works GROUND FLOOR GSEducationalVersion X FHR FW WT.01 STRUCTURAL COLUMN. REFER TO ENGINEERS DRAWINGS FOR DETAILS. REFER TO SETOUT PLAN FOR COLUMN FINISHES. Col. FP FILL POINT WITH TRAFFICABLE LID REFER TO ENGINEERS DETAILS TITLE BOUNDARY SWITCHBOARD. REFER TO ELECTRICAL ENGINEERS DETAILS FRL 60/60/60 FIRE RATING LEVEL. DRAWINGS TO BE READ IN CONJUCTION WITH FIRE ENGINEER'S REPORT PIT MH GRATED PIT. CONNECT TO STORMWATER SYSTEM. REFER TO CIVIL ENGINEERS DRAWINGS FOR DETAILS. MAN HOLE. REFER TO CIVIL ENGINEERS DRAWINGS FOR DETAILS. 1 A3500 EXTERNAL ELEVATION MARKER A3500 SECTION MARKER D.P. DOWNPIPE CONNECTED TO EXISTING STORMWATER SYSTEM. REFER TO HYDRAULIC ENGINEERS DRAWINGS FOR DETAILS. JOINERY TAGS. 5 A3300 DETAIL MARKER FLOOR WASTE. INSTALL DRAIN LEVEL WITH THE FINISHED SURFACE LEVEL IN ACCORDANCE WITH ENGINEERS DOCUMENTATION. ENSURE JUNCTION WITH FLOOR FINISH IS SEALED AND WATERPROOF EXISTING WALLS, THICKNESS AND COMPOSITION VARIES TYPICAL WALL TYPES AS LABELED ON FLOOR PLANS. REFER TO STANDARD WALL PLAN DETAILS ON DRAWING A3200 FOR ALL WALL SETOUT, LINING, FINISH & INSULATION REQUIREMENTS. THERMAL INSULATION TO SPEC. ACOUSTIC INSULATION TO SPEC. BUILDING SETOUT GRID MARKERS FIRE HOSE REEL IN LOCATION AS SHOWN ON PLAN INSTALL TO AS 2441 WITH APPROPRIATE SIGNAGE ALL ARCHITECTURAL PLANS TO BE READ IN CONJUNCTION WITH THE INTERIOR FITOUT SCHEDULE. IN THE CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS AND SCHEDULES THE CONTRACTOR IS INSTRUCTED TO CLARIFY SUCH ITEMS WITH THE ARCHITECT. FLOOR PLAN LEGEND G.xx ROOM NAME BUILDING, UNIT OR LEVEL NUMBER ROOM NUMBER ROOM NAME Dx 01 Wx 01 DOOR & WINDOW NUMBERS REFER TO DRAWING No. 3500 FOR THE DOOR AND WINDOW SCHEDULES. A4400 1 2 4 INTERNAL ELEVATION MARKER xxxx xxxx FLOOR LEVELS. CONFIRM ALL EXISTING LEVELS ON SITE PRIOR TO PROCEEDING. REFER SETOUT PLAN IN CONJUCTION WITH ENGINEERS DOCUMENTATION WALL LEGEND ITEM PREFIX ITEM CODE ITEM NUMBER J.XXX.XX E F H X HYDRAULIC FIXTURES TAGS. FIXTURES AND FITTINGS TAGS. FINISHES TAGS. REFER TO INTERIOR FITOUT SCHEDULE FOR DETAILS. EQUIPMENT TAGS. FP FILL POINT REFER TO ENGINEERS DETAILS F. H. R. dr. G.06 SES / FIRE ENGINE BAY G.09 TAS. FIRE / SES G.16 V.F.TURNOUT G.04 LAUNDRY G.05 DIRTY PPC G.02 SES STORE G.41 TRAINING G.07 SES OFFICE G.08 TFS OFFICE G.42 M.I.R / I.C.C G.43 OFFICE G.40 CORRIDOR G.17 BED G.01 WC G.21 F.CHANGE G.15 SH. G.11 M.CHANGE G.12 F.CHANGE G.03 TFS STORE G.14 WC G.13 CORRIDOR G.10 STORE / D.CAB G.12A DDA WC G.48 VESTS 1 2 3 4 5 6 F. H. R. F. H. R. G.78 SALLY PORT G.44 OFFICE G.51 ARMOURY G.49 SLUD G.09 / G.41 TFS OFFICE G.50 PC G.52 CORRIDOR RECREATION CORRIDOR DDA WC

33 Rev Description Date Int. App P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 T1 ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO SUPPLIER FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONTRACTOR FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED FOR TENDER 2/3/2021 2/12/2021 3/2/2021 3/17/2021 3/31/2021 4/22/2021 5/5/2021 5/13/2021 5/19/2021 5/24/2021 5/26/2021 6/9/2021 6/18/2021 AT AT AT AT AT AT AT AT AT AT IK IK IK IK IK IK IK IK IK IK 194012 PROJECT NUMBER: DRAWING NUMBER DRAWING ISSUE DRAWN TC AT, MP APPROVED IK SHEET SIZE A1 (LANDSCAPE) DRAWING NAME PROJECT NAME PART FLOOR PLAN PAGE 1 OF 2 SORELL EMERGENCY SERVICES HUB CLIENT NAME DEPARTMENT OF POLICE, FIRE & EMERGENCY MANAGEMENT REVISION ©COPYRIGHT THESE DRAWINGS AND THE DESIGNS ARE THE PROPERTY OF ARTAS ARCHITECTS AND FOOKS MARTIN SANDOW ANSON PTY. LTD. (FMSA) AND MUST NOT BE USED, RETAINED OR COPIED WITHOUT WRITTEN PERMISSION OF ARTAS ARCHITECTS. (A.B.N. 75 009 583 644) AND FOOKS MARTIN SANDOW ANSON PTY. LTD (FMSA) (A.B.N. 44 005 000 859) ALL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ENGINEERS DOCUMENTATION AND SPECIFICATION. CONTRACTOR TO ENSURE ALL NEW BUILDING WORKS, NEW FITTINGS AND FIXTURES ARE INSTALLED TO THE CURRENT BCA, AUSTRALIAN STANDARDS AND WORK COVER REGULATIONS. THE CONTRACTOR SHALL USED FIGURED DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. TENDER A1200-T1 F. H. R. dr. G.35 FIRE ENGINE BAY G.46 G.32 SH. G.39 DIRTY PPC G.38 LAUNDRY G.37 BA/BATTERY G.31 TURNOUT G.24 TRAINING G.30 OFFICE G.45 GYM G.22 M.CHANGE G.25 OFFICE G.26 DRESSING G.28 LOUNGE G.29 KITCHEN G.23 BED G.19 BED G.18 BED G.33 WC G.34 STORE G.20 CORRIDOR G.27 CORRIDOR G.36 BA/BATTERY Description App P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 T1 ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO SUPPLIER FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED TO CONTRACTOR FOR INFORMATION ISSUED TO CONSULTANTS FOR INFORMATION ISSUED FOR TENDER 2/3/2021 2/12/2021 3/2/2021 3/17/2021 3/31/2021 4/22/2021 5/5/2021 5/13/2021 5/19/2021 5/24/2021 5/26/2021 6/9/2021 6/18/2021 TC TC AT AT AT AT AT AT AT AT AT AT AT IK IK IK IK IK IK IK IK IK IK IK IK IK PROJECT NAME REVISION ©COPYRIGHT THESE DRAWINGS AND THE DESIGNS ARE THE PROPERTY OF ARTAS ARCHITECTS AND FOOKS MARTIN SANDOW ANSON PTY. LTD. (FMSA) AND MUST NOT BE USED, RETAINED OR COPIED WITHOUT WRITTEN PERMISSION OF ARTAS ARCHITECTS. (A.B.N. 75 009 583 644) AND FOOKS MARTIN SANDOW ANSON PTY. LTD (FMSA) (A.B.N. 44 005 000 859) ALL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL ENGINEERS DOCUMENTATION AND SPECIFICATION. CONTRACTOR TO ENSURE ALL NEW BUILDING WORKS, NEW FITTINGS AND FIXTURES ARE INSTALLED TO THE CURRENT BCA, AUSTRALIAN STANDARDS AND WORK COVER REGULATIONS. THE CONTRACTOR SHALL USED FIGURED DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. REFER TO JOINERY SCHEDULE, JOINERY DETAILS AND INTERNAL ELEVATIONS FOR FURTHER INFORMATION. F. H. R. MESS G.53 CHANGEROOM G.54 CHANGEROOM G.79 CORRIDOR G.47 CORRIDOR G.76 HOLDING G.75 HOLDING G.71 BAS G.70 DDA WC G.68 AIR LOCK G.61 RECEPTION G.63 INSPECTOR G.62B SGT. G.66 INTERVIEW G.67 INTERVIEW G.58 PROPERTY STORE G.60 ARCHIVES G.56 FORENSIC G.69 WAITING G.59 MUSTER G.57 COMMS LOUNGE G.65 CORRIDOR G.74 INT. G.73 FINGERPRINT. G.55 CLNR G.64 DIV.SGT. G.62A SGT.

MAX. 300mm

BARDFORD ANTICON R1.8 ROOF BLANKET WITH SARKING AND SUPPORTING MESH UNDERNEATH

KILPLOK 700 TASMAN PROFILE ROOF SHEETING

COLORBOND FLASHING. FINISH TO MATCH ROOF SHEETING.

CLOSED-CELL FOAM INFILL STRIP CURVED ROOF DETAIL

600mm OVERLAP OF ROOF SHEETING OVER ROOF PURLINS.

0.48 CUSTOM ORB BLUE COLORBOND ROOF SHEETING AT CURVED SECTION. PROVIDE SUPPORTS AS REQUIRED.

200C PURLINS. REFER ENGINEER'S DETAILS

34 Alicia Tan | Selected Works 464

9mm FCS LINING ON 70x 35mm TIMBER BATTENS

13mm PLASTERBOARD CEILING OVER 70 x 35mm BATTENS AT 450 CTRS AND F17 TIMBER FRAMING. PAINT FINISH.

13mm PLASTERBOARD LINING OVER BATTENS AT 450CTRS

STEEL BEAM. REFER ENGINEER'S DETAILS.

STEEL EA FIXED TO PRECAST PANELS. REFER TO ENGINEER'S DETAILS.

DIRECT FIXED 13mm PLASTERBOARD LINING

PROFILE OF PRECAST CONCRETE PANEL BEHIND SHOWN IN DOTTED LINE.

EXTERNAL

CUSTOM FOLDED COLORBOND FLASHING. COLOUR TO MATCH FCS LINING.

C SECTION PURLINS TO ENGINEER'S DETAILS

CUSTOM FOLDED COLORBOND FLASHING 6mm MARINE PLY

STEEL STUD WALL WITH SYCON AXON CLADDING

CUSTOM FOLDED COLORBOND FLASHING TO BASE OF CLADDING

CONCRETE HARDSTAND SLAB. REFER ENGINEER'S DETAILS

CONCRETE KERB GARBEN BED WITH ROCK BALLAST REFER LANDSCAPE ARCHITECT'S DOCUMENTATION FOR DETAILS

AG DRAIN. FALL TO GRATED STORMWATER PIT. REFER CIVIL ENGINEER'S DETAILS.

CONCRETE KERB GARBEN BED WITH ROCK BALLAST. REFER LANDSCAPE ARCHITECT'S DOCUMENTATION FOR DETAILS

CONCRETE FLOOR SLAB AND FOOTING WITH FORTECON MEMBRANE ON COMPACTED SAND BLINDING AND FCR BASE TO STRUCTURAL ENGINEER'S DETAILS.

35 900 280 456 100 115

deg.

FALL

INTERNAL

650

3ROOF EDGE AND STORMWATER COLLECTION DETAIL

CONTINOUS COLORBOND FLASHING TO CONTINUE BETWEEN SKYLIGHTS & TO GUTTERING, INSTALLED TO MANUFACTURER'S REGUIREMENTS..

ROOF RAZOR INSULATION SPACER TO BE INSTALLED TO MANUFACTURER'S REQUIREMENTS. ROOF INSULATION TO SPECIFICATION.

KLIP-LOK 700 TASMAN PROFILE ROOF SHEETING. 'SHALE GREY' FINISH.

CLOSED-CELL FOAM INFILL STRIP

COLORBOND CUSTOM FOLDED GUTTER WITH FLASHING REFER TO HYD. ENGINEER'S DETAILS

SELECTED BRICK SKIN EXTERNALLY REFER TO EXTERNAL ELEVATIONS FOR COLOUR AND LOCATION.

100mm THICK BARDFORD ACOUSTIGARD R2.5 - 18kg/m3 CEILING INSULATION

+16,210 CEILING HT

6mm FIBROUS CEMENT SHEET SOFFIT LINING, FLUSH JOINTED, FIXED TO RONDO SUSPENSION SYSTEM. PAINT FINISH.

ROOF TRUSS SYSTEM TO MANUFACTURER'S DETAILS

SELECTED BRICK SKIN EXTERNALLY REFER TO EXTERNAL ELEVATIONS FOR COLOUR AND LOCATION.

POWDERCOATED ALUMINIUM FRAMED DOUBLE GLAZED WINDOW AND SUBSILL. REFER TO SCHEDULE FOR DETAILS

PROVIDE CUSTOM DESIGNED VINYL DECAL IN ACCORDANCE TO AS1428.1. GRAPHIC TO BE SUPPLIED BY ARCHITECT.

PATHWAY CONCRETE SLAB TO CIVIL ENGINEER'S DETAILS.

CEILING SPACE

36 Alicia Tan | Selected Works 2,700

5 EQUAL CETRE LINE OF SKYLIGHT 65.00° WG 21 DG 108

SKYLIGHT DETAIL

EQUAL CENTRE LINE OF SKYLIGHT

CONTINOUS COLORBOND FLASHING TO CONTINUE BETWEEN SKYLIGHTS, INSTALLED TO MANUFACTURER'S REGUIREMENTS..

6mm FIBROUS CEMENT SHEET

SOFFIT LINING ON SPLAY WITHIN SKYLIGHT ENCLOSER, FLUSH JOINTED. PAINT FINISH.

6mm FIBROUS CEMENT SHEET SOFFIT LINING ON SPLAY WITHIN SKYLIGHT ENCLOSER, FLUSH JOINTED. PAINT FINISH.

65.00° 65.00° 65.00° 65.00° WG

thank you.