Katiusca Gomez Portfolio

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PORTFOLIO Katiusca Gomez 2 0 2 4 Phone Ι 0452524392 E-mail Ι kati2862@gmail.com ARCHITECTURE
4 A10.20 Level 17 RL. 75.50 Level 18 RL. 78.60 5 3 A10.20 3 A10.20 MET.05 MET04 CS.05 MET.05 REN.04 MET07 MET07 WD.01 WD.01 F4b 17.03 F4b 17.04 F4b 17.05 MET.05 5 3 A10.20 3 A10.20 STUDIO A STUDIO A EXTERNAL MET.05 2 layers of 16mm fyrchek plasterboard inside ALUMINIUM PLATE FIN ROLLED TO SHAPE F4b 17.03 F4b 17.04 F4b 17.05 WD.01 WD.01 MET07 MET07 MET.05 MET.07 CS01 F4b 17.03 REN.04 WD.01 Level 17 RL. 75.50 Level 18 RL. 78.60 THERMAL INSULATION TO EXTERNAL WALL. REFER TO SECTION REPORT TOILET/ KITCHEN EXHAUST MAKEUP AIR LOUVRE RESTRICTED WINDOW OPENING TO 125MM ALUMINIUM PLATE FIN FIXED TO FACADE BULKHEAD FOR EXHAUST MAKE UP AND O/A EXTERNAL REN.04 STUDIO A MET.05 MET04 MET07 MET07 CS.05 F4b 17.05 F4a 14.05 window transom datum 750 SPANDREL WALL PROJECT NO. PROJECT DRAWING NO. REVISION SCALE: @A1 PROJECT PHASE CLIENT ADDRESS DRAWING SERIES STATUS DRAWING TITLE NOTES: (C) Antoniades Architects Pty Ltd all rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means without the written permission of Antoniades Architects. Any license to use this document, whether expressed or implied is restricted to the terms of the agreement or implied agreement between Antoniades Architects Pty Ltd and the instructing party. All dimensions in millimeters unless otherwise shown. Use figured dimensions only. Do not scale from drawings. Check all dimensions on site prior to construction. To be read in conjunction with all other documents. Report any discrepancies to Antoniades Architects Pty Ltd. All boundary dimensions and bearings to be verified by licensed surveyor prior to proceeding with work. DRW: CHK: NORTH Nominated Architect: Andreas Antoniades NSW Registration 7954 www.antoniades.com.au ACN 129 731 559 Regulated Design Record Project Address Project Title Consent No Drawing Title Rev Date Description DP Full Name Reg No Drawing No: Body Corporate Reg No: As indicated 2 20009DA REGENT STREET 104-116 REGENT STREET, REDFERN WEE HUR CC CC Fin 4b Details +Wall SectionsWindow Wall - Level 17 - 18 A10 - External Facade Details and Wall Sections A10.20 ZD RV 104-116 REGENT STREET, REDFERN REGENT STREET Fin 4b Details +Wall Sections Window Wall Level 17 18 A10.20 800 400 0mm 1000mm Scale 1:20 300 Elevation East Elevation 1 20 Elevation East Elevation Detail 3 4 20 Floor Plan Plan Detail 3 2 3D View 3D View Detail 3 20 Section Perimeter Section 3 REV DESCRIPTION BY DATE A Issued for Disucssion DP 19.07.2022 B Issued for 50% Tender DP 18.08.2022 C Updated pack for DA amendments ZD 30.11.2022 D Issued for CC1 Review DP 06.03.2023 1 Issued for Construction KG 24.04.2023 2 Issued for IFC CK 08.12.2023 08.12.2023 Issued for IFC Andreas Antoniades DEP0001800

LIGHTING SCHEDULE

L01 L01 L01 L01 L01 L02 L01 L02 A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S A/H S L01 L01 L01 L01 L01 L01 L01 S S S S S L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 L01 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S L01 L01 L01 L01 S S S L04 L04 L04 L04 L04 L04 L04 L04 L04 L04 L04 L04 L04 L04 360 S S S S S S S S S S S A/H A/H 360 L04 L04 360 L04 360 360 A/H A/H A/H S A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H A/H S S 360 L04 L04 A/H A/H A/H
Triled TL101 recessed downlight OYSTER LED XST30 3000K White MAXILED XDF353 WB W 3000K MINILED XDS153 WB W 3000K XF24120B LED strip + EX2 extrusion + opal diffuser 24V 30W LED Driver XF24144 3000K + EX241 recessed Aluminium Extrusion + Ribbed Opal diffuser 24V 150W LED Driver TRILED PL1201 with Microprism diffuser XF24120B LED strip + EX2 extrusion + opal diffuser 24V 150W LED Driver MINILED XDS153 WB W 3000K LED SLOT ZDA123 Suspended Black 3000K TRILED WP1201 Recessed Rectangular IP rated Uplight (TBA) MINILED XDS153 WB W 3000K XF24120B LED strip + EX2 extrusion + opal diffuser 24V 150W LED Driver XF24144 3000K + EX12R recessed Aluminium Extrusion + Opal diffuser 24V 150W LED Driver SPIKE LED VSL6 3000K 12V 100W LED Driver WALL LED WRD7 3000K WALL LED WRD14 3000K FLEXILED XF1516 3000K IP65 24V 200W LED Driver Track Light TBA Tag Description Location Reference Image L01 L02 L03 L04 L05 L06 L07 L08 L09 L10 L11 L12 L13 L14 L15 L16 SOU Disabled Bathrooms/ DDA bathrooms Awning Exterior/Margaret st Entry/Regent st Entry L1 Communal Areas/ Corridors/ Retail SOU Kitchenette (underside of overhead cupboards) Laundry/Ground Floor Lobby/Cleaning Room Admin Study Bulk Parcel/Storage Gym Bicycle Parking BOH (location TBA) External Columns Uplight (Location TBA) L2 and L4 communal Areas Cinema L2 Outdoor Area (Location TBA) L16 Awning Reception *Supplier for all lighting fixtures :Trend Light by Solid State https://www.trendlighting.com.au *All services fixtures and lighting proposal to be further reviewed and coordinated by services engineers *Refer to Series A11 and A13 for more details TBA TBA TBA TBA TBA TBA TBA Wall Washer Super Graphics LSA20 Wall Washer L17 Garden Beds L1 L2 L16 SPIKE LED VSL6 3000K L18 L1 L2 L16 External Up/Down Lighting L19 L20 L16 Awning 24V 200W LED Driver L21 WALL LED WRD14 3000K L1 L2 L16 External Down Lighting WALL LED WRD7 3000K LIGHTING LEGEND L18 Uplighting Refer to RCP light schedule) L19 Wall Mounted Light Refer to RCP light schedule) L20 Wall Mounted Light Refer to RCP light schedule) L21 Awning Light Refer to RCP light schedule) RCP LEGEND Ceiling Tag CT-01 2700 AFFL Ceiling Type Height AFFL Concrete Soffit General Notes 1. All drawings to be read in conjunction with all consultants and sub-contractors documentation and reports. 2. All works to conform with the National Construction Code of Australia and Australian Standards. 4. Refer to: A01 series for Project Information and Project Data Schedules A02 series for Site Plans A03 series for GA, door and window tags A04 series for Concrete Profiles and setouts A05 series for Wall Types and setouts A05.5 series for Fire Compratmentation and setouts A06 series for Reflected Ceiling Plans A07 series for External Elevations A08 series for General Sections A09 series for Lift Core and Stair Details A10 series for Detail Sections A11&12 series for Interior Layouts & Details A13 for Kitchen, Bathroom and Wet Area Details A20 for Door, Window Schedules, Metalwork Refer FF&E schedule for all materials, finishes, & fixture specifications. 5. Refer to room types: A11.01 Studio A11.02 Ensuite A11.03 2 Bedroom Type A A11.04 2 Bedroom Type B A11.05 2 Bedroom Type C A11.40 DDA 6. Refer to and Read in conjunction with a) Structural Engineer's documentation for: structural details b) Mechanical engineer's documentation for: Air conditioning and Louvre details Ceiling and wall access panel details c) Hydraulic Engineer's documentation for: downpipes, floor wastes, rain water outlets d) Electrical Engineer's documentation for: lighting power comms & security layout e) fire documentation for: wet/dry fire requirements. fire sprinkler system requirements f) Section & Acoustic Engineer's documentation for: floor/wall insulation/construction requirements windows & door insulation and glazing requirements GENERAL NOTES 2 3 4 5 8 7 6 A C D E I B 8500 5900 6620 6800 5830 7260 4935 6615 4875 4290 7320 CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2600 AFFL CT-02 2400 AFFL CT-01 2420 AFFL CT-01 2700 AFFL CT-01 2700 AFFL CT-01 2500 AFFL CT-01 2420 AFFL CT-01 2420 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2420 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2420 AFFL RL. 72.140 CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2300 AFFL CT-01 2420 AFFL CT-01 2420 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL CT-01 2700 AFFL CT-01 2420 AFFL CT-01 2300 AFFL 15.01 STUDIO A 15.02 STUDIO A 15.03 STUDIO A 15.04 STUDIO A 15.05 STUDIO A 15.06 STUDIO A 15.07 STUDIO A 15.08 STUDIO A 15.09 STUDIO A 15.10 STUDIO A 15.11 STUDIO A 15.12 2 BED 15.13 2 BED 15.14 DDA 15.15 STUDIO A 15.16 STUDIO A 15.17 STUDIO A 15.18 STUDIO A 15.19 STUDIO A 15.20 STUDIO A 15.21 STUDIO A 15.22 STUDIO A 15.23 STUDIO A 15.24 STUDIO A 15.25 STUDIO A LIFT LOBBY CORRIDOR CORRIDOR FIRE STAIRS CT-01 2700 AFFL CT-01 2500 AFFL CT-01 2420 AFFL CT-01 2700 AFFL CT-01 2420 AFFL H H H H H H H H H H H H H H H H H H H H H H H H H RF CH SP SP E C CT-03 2400 AFFL CT-01 PAINTED SUSPENDED PLASTERBOARD CEILING GENERAL AREAS CT-02 - PAINTED SUSPENDED PLASTERBOARD CEILING - COMMUNAL WET AREAS CT-03 - ACOUSTIC GRID CEILING TILES CT-05 - FIRE RATED FC SHEET CEILING CT-07 LIFT CEILING CT-08 SOUNDSCAPES BAFFLES CEILING COMMUNAL AREA CEILING TYPE LEGEND PROJECT NO. PROJECT DRAWING NO. REVISION SCALE: @A1 PROJECT PHASE CLIENT ADDRESS DRAWING SERIES STATUS DRAWING TITLE NOTES: (C) Antoniades Architects Pty Ltd all rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means without the written permission of Antoniades Architects. Any license to use this document, whether expressed or implied is restricted to the terms of the agreement or implied agreement between Antoniades Architects Pty Ltd and the instructing party. All dimensions in millimeters unless otherwise shown. Use figured dimensions only. Do not scale from drawings. Check all dimensions on site prior to construction. To be read in conjunction with all other documents. Report any discrepancies to Antoniades Architects Pty Ltd. All boundary dimensions and bearings to be verified by licensed surveyor prior to proceeding with work. DRW: CHK: NORTH NOT FOR CONSTRUCTION Nominated Architect: Andreas Antoniades NSW Registration 7954 www.antoniades.com.au ACN 129 731 559 Regulated Design Record Project Address Project Title Consent No Drawing Title Rev Date Description DP Full Name Reg No Drawing No: Body Corporate Reg No: As indicated A 20009DA REGENT STREET 104-116 REGENT STREET, REDFERN WEE HUR CC CC RCP - Level 15 A06 - Reflected Ceiling Plans A06.15a ZD RV 104-116 REGENT STREET, REDFERN REGENT STREET RCP Level 15 A06.15a 2 0m 5m Scale 1:100 100 Ceiling Plan .Level 15 REV DESCRIPTION BY DATE A Issued for Approval RV 31.03.2023 A 31.03.2023 Issued for Approval
10 11 11 12 12 13 14 15 16 17 18 19 20 21 22 23 23 24 25 25 26 26 27 27 32 33 34 35 36 37 38 39 40 41 42 43 A B E C D D F REFER TO A03.12 FOR CONTINUATION B'DRY B'DRY B'DRY B'DRY B'DRY FS 01 FS03 LIFT LOBBY REFUSE ROOM VOID VOID VOID LIFTLOBBY FFL9.290 B'DRY Lot 16 3F N102 Lot 19 1i N105 Lot 20 1L N106 Lot 21 2F N107 Lot 23 2F-2 N109 Lot 24 2F-3 N110 Lot 25 2F-4 N111 Lot 26 2FB N112 EASEMENT E11 A5 A08.03 D A08.05 D A08.05 E A08.06 E A08.06 F A08.06 F A08.06 COMMS ELEC GC BAL BAL BAL BAL AC ELEC COMMS LIFT 02 LIFT 03 LIFT 04 CAR PARK EXHAUST SHAFT LIVING/DINING KITCHEN STUDY BED 1 BED 2 BED 2 BED 2 BED 2 BED 2 BED 2 BED 1 BED 2 BED 1 BED 1 BED 2 LIVING/DINING/ KITCHEN LIVING/DINING/ KITCHEN LIVING/DINING/ KITCHEN BED 1 BED 2 BED 3 LIVING/DINING /KITCHEN STORAGE 5 A09.32 2 A09.33 C A10.42 B A10.42 D07 D07 4 A09.19 Lot 22 2F-1 N108 4 A09.11 W301 19.01 W301 19.02 W301 18.01 18.03W301 17.01W302 17.02W301 17.03W302 16.01W231 16.02W231 W30216.04 W30116.05 16.06W101 W20216.07 W120 C.11 W145 C.12 C.13W145 STONE CPT1 TIL2 TIL2 TIL1 TIL2 TIL2 CPT1 CPT1 CPT1 NEW LIFT05 STONE TILE CONC ELEC BOARD CONC CONC CONC CONC CONC 1869 2378 1175 1525 1250 5584 C A10.34 F A10.35 FE B A10.41 BALUSTRADE TOP OF P'CAST WALL 16.03W331 A A10.39 C A10.40 VL5 16.05 RECEPTION MAIL A1 D59 4 A09.01 18.02W302 D17 D17 D17 D30 GLAZED ROOF 3m (FROM THE B'DRY) 3m(FROMTHEB'DRY) W163 20.01 W161 20.02 W161 21.04 22.04W161 23.04W161 24.04W161 25.04W161 W16126.01 VL416.07 16.06VL3 ST 35 ST 36 ST 36 ST 36 ST36 ST36 ST36 D30 D30 D30 D30 D30 TFB1 TFB1 TFB1 TFB1 TFB1 TIL4 TIL4 D29 TIL4 Lot 17 2G N103 D155 D85 D83 D82 VB 20.01 VB 20.02 VB 21.04 VB 22.04 VB 23.04 VB 24.04 VB 25.04 VB26.01 A A10.37 A A10.36 D27 D16 D17 D29 D30 D30 D27 D27 D27 D29 D25 D A10.40 1 A10.19 1 A10.20 HYD METERS D07 D06 D30 D26 D07 D27 D30 D07 D07 D07 D07 D06 D30 D16 D17 D30 D09 LEVEL 1 FFL.9.290 BALUSTRADE 7173 D88 D89 D112 D81 D81 D113 D154 D27 TFB1 TFB1 TFB1 TFB1 TFB1 TFB1 TFB1 TFB1 TFB1 TFB1 2 A10.70 1 A10.70 D16 D17 D29 D84 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 9.290 FFL. 8.910 FE FH B'DRY 3m (FROM THE B'DRY) 3m(FROMTHEB'DRY) B'DRY FFL. 9.277 MEZZANINE Lot 18 2G N104 825 1490 530 850 120 CPT1 _D53 530 850 1495 FE PART 1 PART 2 Property Boundary Zone for Service Penetration EX RL RL FFL AFFL EX TOW TOW TOH TOR LEGEND: Hidden Overhead Setbacks Level Marker (Plan) RL. 0.00 RL. 0.00 RL. 0.00 Level Marker (Spot) Level Marker (Elevation) Window Tag Abbreviations Existing Relative Level (AHD) Relative Level (AHD) Finished Floor Level Above FFL Existing Top of Wall Level Top of Wall Level Top of Hob Level Top of Ridge Level Existing Elements Floor/Stair/Hob(Projection) Existing Elements Wall/Column (Cut) Hatches New Elements Floor/Stair/Hob(Projection) New Elements Concrete Wall (Cut) New Elements Block Wall (Cut) New Elements Steel Column (Cut) Existing Wall/Columns (Assumed) Existing Wall/Columns (Projected) WXXX XX.01 WINDOW TYPE WINDOW NUMBER LOT NUMBER C COMMUNAL For Interior Design Documentation, Refer to: ID00 series for Cover Page With Drawing Schedule. ID00.000 series for Cover Sheet ID00.001 series for Apartment Schedule ID11 series for Internal Layout ID13 series for Kitchen Type ID13.1 series for Kitchen Details ID13.2 series for Bathroom Type ID13.3 series for Bathroom Details ID14 series for Joinery Details ID15 series Common Areas ID16 series for Details PROJECT NO. PROJECT DRAWING NO. REVISION SCALE: @A1 PROJECT PHASE CLIENT ADDRESS DRAWING SERIES STATUS DRAWING TITLE NOTES: (C) Antoniades Architects Pty Ltd all rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means without the written permission of Antoniades Architects. Any license to use this document, whether expressed or implied is restricted to the terms of the agreement or implied agreement between Antoniades Architects Pty Ltd and the instructing party. All dimensions in millimeters unless otherwise shown. Use figured dimensions only. Do not scale from drawings. Check all dimensions on site prior to construction. All drawings to be read in conjunction with all consultants and sub-contractors documentation and reports. All works to conform with the National Construction Code of Australia and Australian Standards. Report any discrepancies to Antoniades Architects Pty Ltd. All boundary dimensions and bearings to be verified by licensed surveyor prior to proceeding with work. Dimensions notes on plans represent required sizes. Allow tolerance Any discrepancy between drawing and site (existing) information to be notified immediately. DRW: CHK: Nominated Architect: Andreas Antoniades NSW Registration 7954 www.antoniades.com.au ACN 129 731 559 - All existing elements of the building present on the drawings belong to the Survey revit models. - Survey revit models provided by LTS Surveyor. - Survey Files in use: - Date of Issue : 2022-01-24 51324-007_LTS-SU_RCB-R19 2022-01-22].rvt) Date of Issue 2022-07-27 51324-007_LTS-SU_RCB-R22 2022-07-27].rvt) Date of Issue 2022-08-16 51324-007_LTS-SU_RCB-PART-GL STR22 2022-08-12].rvt) Date of Issue 2023-05-30 51324-007_LTS-SU_RCB-ROOF ABOVE L5 - POOL AND ROOF TOP-R22 20230308].rvt) Date of Issue 2023-05-30 51324-007_LTS-SU_RCB-ROOF ABOVE - POOL AND ROOF TOP[20230308].ifc) Date of Issue 2023-05-30 12 51324-007_LTS-SU_RCB-L RF UPDATE GL EAST22 20230522].rvt) Antoniades Architects does not take responsibility for any discrepancies within information provided by others. As indicated 8 21018CC NAUTIQUE 100 Bayswater Road, Rushcutters Bay CC4 CONSTRUCTION GAP_Level 01_Part 2 General Arrangement Plans A03.13 SX EA 4 0m 5m Scale 1:100 NOTE: 1. Please comment on apartment numbers. 2. Location of hydraulic & mechanical risers to be coordinated 3. For interior finishes, refer to Interior designer's finishes Schedule Refer to: A01 series for Project Information and Project Data Schedules A02 series for Site Plans, Grid set up Plan & Demolition Plans sections & Details A03 series for GA, door and window tags A04 series for Concrete Profiles and setouts, Steel setup & Steel Passive Fire protection A05 series for Wall Types and setouts & Fire Complementation Plans A06 series for Reflected Ceiling Plans & Waterproofing Plans & Details A07 series for External Elevations A08 series for General Sections A09 series for Lift Core, Stairs, Ramps Plans, Section ,Elevations & Details A10 series for Perimeter Sections,3D & Details A10.70-A10.79 for Waterproofing Details A11&12 series for Interior Layouts & Details A20 series Door, Window, Louver,Metalwork Schedules & External finishes schedule & Architectural Specifications Contractor to ensure all windows and sliding doors to comply with all relevant requirements of the BCA, applicable Australian standards (i.e standards for windows, glazing, etc and all relevant authority requirements a well as Energy and Acoustic Consultants Reports. Wind loading requirements, as required by the Australian Standards. Confirm windows, door dimensions on site prior to fabrication. Contractor to prepare detailed shop drawings for the windows and sliding doors for approval by the architect prior to manufacture. All dimensions are to clear structural opening size. Contractor to allow for all tolerances where applicable. All aluminium powder coating. Refer to FF&E Schedule for specifications. Windows openings to be restricted to 125mm to comply with BCA D2.24 Refer to BCA report and JV3 report, Acoustic report for glazing system specification. Insulation and sealing compliance with clause J1.2, J1.6(a) (ii), J1.6(c), 1.6(d) and J3 will need to be monitored during constructions by the Builder. Regulated Design Record Project Address Project Title Consent No Drawing Title Rev Date Description DP Full Name Reg No Drawing No: Body Corporate Reg No: A03.13 GAP_Level 01_Part 2 NAUTIQUE 100 Bayswater Road, Rushcutters Bay 31.03.2023 ISSUE FOR CC5 Andreas Antoniades DEP0001800 05.05.2023 ISSUE FOR CC4 Andreas Antoniades DEP0001800 02.06.2023 ISSUE FOR CC4 Andreas Antoniades DEP0001800 30.06.2023 ISSUE FOR CC4 Andreas Antoniades DEP0001800 REV DESCRIPTION BY DATE W ISSUE FOR COORDINATION JF 11.04.2023 2 ISSUE FOR CONSTRUCTION CERTIFICATE PV 14.04.2023 3 ISSUE FOR CC4 PV 05.05.2023 4 ISSUE FOR CC4 NT 02.06.2023 5 ISSUE FOR CC4 JF 09.06.2023 6 ISSUE FOR CC4 PV 20.06.2023 7 ISSUE FOR CC4 PV 21.06.2023 8 ISSUE FOR CC4 PV 30.06.2023
EXTERNAL CORRIDOR EXISTING CONCRETE SLAB EXTERIOR CLADDING ZONE 150 FALL TO RWO MIN 1:100 FC CLADDING TO EXTERNAL WALL EXTERNAL FLOORING ARDIT TO FALL 1:100 WPM2 STRIP DRAIN FW:03 APARTMENT HOB HABITABLE SECONDARY MEMBRANE IS OPTIONAL TIL ENG.TIMBER FTB1 40 PLASTERBOARD BBF* SIMILAR TO A10.71 DET 5 ENG SCREED TOPPING TO CREATE 1;100 FALLS TO DRAIN, BONDED TO STRUCTURE BBF* WATER RESISTANT FILL EXTERNAL CORRIDOR APARTMENT EXISTING CONCRETE SLAB EXTERIOR CLADDING ZONE 150 FALL TO RWO MIN 1:100 ENG TIMBER FLOOR (TFB1) ARDIT/FLOOR LEVELER 40MM EQUAL ANGLE AT DOOR THRESHOLD STRIP DRAIN TO BE SPECIFIED EXTERNAL FLOORING ARDIT TO FALL MIN 1:100 PRIMARY MEMBRANE (WPM2) SHOWN GREEN DASHED WPM2 STRIP DRAIN FW:03 DOOR MUST PERFORM TO FP1.4 BBF* NON POROUS PRIMER TO BE APPLIED TO BALUSTRADE PRIOR TO WMP SIMILAR TO A10.71 DET 5 ENG SCREED TOPPING TO CREATE 1;100 FALLS TO DRAIN, BONDED TO STRUCTURE BBF* BACKING ROD AND UV STABLE SEALANT DRAINAGE FLANGE WPM2 WATER RESISTANT FILL WATER RESISTANT FILL ARDIT TO FALL MIN 1:100 EXTERNAL FLOORING EXISTING CONCRETE SLAB TILES ON POLYPAD WINDOW SILL WITH SUBSILL WATERSTOP ANGLE FALL TO RWO MIN 1:100 CONCRETE SLAB MAX. 10 APARTMENT 115 TERMINATION HEIGHT MIN. 70MM TERMINATION HEIGHT AS PER AUSTRALIAN STANDARDS AND WIND CALCULATIONS ENG TIMBER FLOOR (TFB1) SSL FFL SSL BALCONY 40 75 PACKERS AND FIXING POINTS SEALANT APPLIED TO HEAD OF FIXING AND AT FIXING POINT, TO REINSTATE MEMBRANE BOND BREAKER AT CORNER JUCTION IS A SUITABLE WATERPOOFING DESING UP TO 2mm OF MOVEMENT BETWEEN EXISTING AND NEW CONCRETE SLAB W'PROOF MEMBRANE TO THE TOP OF CONCRETE SLAB WPM5 WINDOW MUST PERFORM TO FP1.4 NON-TRAFFICABLE ROOF EXISTING CONCRETE SLAB ARTIFICIAL GRASS FALL TO RWO MIN 1:100 3° MIN FALL BOND BREAKER LEVEL 07 SSL 25.450 VARIES W'PROOF MEMBRANE TO THE TOP OF THE TOPPING TO FALLS ONLY WPM4 TOPPING TO CREATE 1;100 FALLS TO DRAIN, BONDED TO STRUCTURE SCREED TOP OF THE CONCRETE HOB 25.810 TOP OF PARAPET RL.25.820 90 mm XPS THERMAL INS CLADDING ZONE 8mm HDPE DIMPLED PROTECTION BOARD WITH STUDS TOWARDS MEMBRANE TO ALLOW WATER FLOW SCREED PLACEMENT MAX 3x3 TO CONTROL CRACKING. 100mm REINFORCED BANDAGE AT CONTROL JOINTS BBF* WASHER AND NUT TO SECURE INSULATION EXITING SLAB FALL TO RWO MIN 1:100 WPM4 163 EXTERIOR TERRACE EXISTING CONCRETE SLAB 3° MIN FALL BOND BREAKER FALL TO RWO MIN 1:100 EXTERNAL FLOORING TILES ON POLYPAD TIL2 SSL FFL SCREED W'PROOF MEMBRANE TO THE TOP OF THE TOPPING TO FALLS ONLY WPM5 TOPPING TO CREATE 1;100 FALLS TO DRAIN, BONDED TO STRUCTURE NON POROUS PRIMER TO BE APPLIED TO WPM LEVEL 05 8mm HDPE DIMPLED PROTECTION BOARD WITH STUDS TOWARDS MEMBRANE TO ALLOW WATER FLOW 90mm XPS INSULATION WPM5 SCREED PLACEMENT MAX 3x3 TO CONTROL CRACKING. 100mm REINFORCED BANDAGE AT CONTROL JOINTS LEVEL 05 149 ROOF EXTERIOR BOND BREAKER EXISTING CONCRETE SLAB PREPARE SURFACE & APPLY HIGH BUILD WATERPROOF PAINT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. TOPPING INSULATION FALL TO RWO MIN 1:100 HOB SCREED ARTIFICIAL GRASS WATER PROOFING MEMBRANE SSL WPM4 WPM19 TOPPING TO CREATE 1:100 FALLS TO DRAIN, BONDED TO STRUCTURE WPM20 HORIZONTAL LOUVRE BLADE WHERE REQUIRED (INDICATE ON PLAN) BOND BREAKER BRIDGING THE TRANSITION BETWEEN OUTLET PIPE AND PARAPET WALL LEVEL 05 O/F SCREED PLACEMENT MAX 3x3 TO CONTROL CRACKING. 100mm REINFORCED BANDAGE AT CONTROL JOINTS 8mm HDPE DIMPLED PROTECTION BOARD WITH STUDS TOWARDS MEMBRANE TO ALLOW WATER FLOW 90mm XPS INSULATION ROOF EXTERIOR BOND BREAKER EXISTING CONCRETE SLAB PREPARE SURFACE & APPLY HIGH BUILD WATERPROOF PAINT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. HOB SCREED SSL LEVEL 07 25.450 3° MIN FALL CLADDING ZONE 50 TOPPING TO CREATE 1;100 FALLS TO DRAIN, BONDED TO STRUCTURE WPM20 TOPPING INSULATION FALL TO RWO MIN 1:100 ARTIFICIAL GRASS WATER PROOFING MEMBRANE WPM4 90mm XPS INSULATION RL. TOP OF PARAPET 25.820 SCREED PLACEMENT MAX 3x3 TO CONTROL CRACKING. 100mm REINFORCED BANDAGE AT CONTROL JOINTS 8mm HDPE DIMPLED PROTECTION BOARD WITH STUDS TOWARDS MEMBRANE TO ALLOW WATER FLOW 172 BLOCKWALL EXISTING CONCRETE SLAB EXISTING ROOF PLANT LIQUID OR FULLY BONDED MEMBRANE HOB TOP OF HOB 25.800 SSL LEVEL 07 25.450 BBF* WATER PROOFING MEMBRANE FALL TO RWO MIN 1:100 WPM6 WPM20 HIGHBUILD ELASTOMERIC PAINT SCREED 8mm HDPE DIMPLED PROTECTION BOARD WITH STUDS TOWARDS MEMBRANE TO ALLOW WATER FLOW PEBBLES TERRACE EXTERNAL FLOORING SCREED SCREED TO FALL TO RWO MIN 1:100 70 70 50 WPM19 WPM5 FFL LEVEL 07 25.600 WPM5 GEOTEXTILE BETWEEN PEBBLE AND INSULATION TOPPING TO CREATE 1;100 FALLS TO DRAIN, BONDED TO STRUCTURE 90mm XPS THERMAL INSULATION SCREED PLACEMENT MAX 3x3 TO CONTROL CRACKING. 100mm REINFORCED BANDAGE AT CONTROL JOINTS 8mm HDPE DIMPLED PROTECTION BOARD WITH STUDS TOWARDS MEMBRANE TO ALLOW WATER FLOW 90mm XPS THERMAL INSULATION 173 145 TILES ON POLYPAD TIL2 W'PROOF MEMBRANE TO THE TOP OF THE TOPPING TO FALLS ONLY TERRACE EXTERNAL FLOORING BOND BREAKER SCREED SCREED TO FALL TO RWO MIN 1:100 EXISTING CONCRETE SLAB EXITING ROOF HOB WPM5 TOPPING TO CREATE 1;100 FALLS TO DRAIN, BONDED TO STRUCTURE 8mm HDPE DIMPLED PROTECTION BOARD WITH STUDS TOWARDS MEMBRANE TO ALLOW WATER FLOW EXISTING CONCRETE SLAB SSL LEVEL 07 25.450 TOPPING INSULATION FALL TO RWO MIN 1:100 SCREED ARTIFICIAL GRASS WATER PROOFING MEMBRANE WPM4 8mm HDPE DIMPLED PROTECTION BOARD WITH STUDS TOWARDS MEMBRANE TO ALLOW WATER FLOW TOP OF THE CONCRETE HOB RL. 25.800 WINDOW MUST PERFORM TO FP1.4 6270 50 WPM20 WPM19 BBF* TOPPING TO CREATE 1;100 FALLS TO DRAIN, BONDED TO STRUCTURE 90mm XPS INSULATION 160 UV PROTECTION LEGEND EXTERNAL FINISHES GL01 CLEAR GLASS GL02 GLASS LOUVRE GL03 ALUMINIUM HOOD GL04 COLOUR BACK GLASS AB01 METAL CLADDING AB02 METAL CLADDING F01 P'COATED ALUMINIUM FRAME/EXTRUSION F02 P'COATED ALUMINIUM FRAME/EXTRUSION HR01 POWDER COAT HANDRAIL AF ROOF EDGE AWNING VL01 VERTICAL ALUMINIUM LOUVRE NG01 EXHAUST/AIR INTAKE GRILL NG02 EXHAUST/AIR INTAKE GRILL PC01 PCAST PANEL PC02 EXISTING PCAST PANEL PAINT FINISH PC03 EXISTING PCAST PANEL PF01 PAINT FINISH PF02 PAINT FINISH REFER TO EXTERNAL FINISHES SCHEDULE FOR DETAILS LEGEND: WPM1A INTERNAL WET AREA ENGINEERED SCREED FLOOR SUBSTRATE (PRIMARY) SEALANT: SE3 - ELEC, MSB TO FLOORS AND WALLS (DUST) WATER PROOF MEMBRANE WPM1B INTERNAL WET AREA LIGHTWEIGHT FRAME WALL WITH FC OR PLASTERBOARD SHEET LINER WPM1C INTERNAL WET AREA LIGHTWEIGHT FRAME FC FLOOR SUBSTRATE (SECONDARY) WPM2 EXTERNAL AREA WITH SCREED AND TILES WPM3 LANDSCAPE AND PLANTER BOX, CONCRETE OR MASONRY WPM4 ARTIFICIAL GRASS AREA WPM5 EXTERNAL AREA WITH PEDESTAL AND TILES WPM6 EXPOSED ROOFTOPS PLANTROOM WPM7 EXPOSED ROOFTOPS LIMITED TRAFFIC WPM8 METAL ROOF KINGSPAN ROCK LINER ROOF WPM9 EXTERNAL AREA WITH TIMBER DECK WPM10 LIFT PIT WALL/FLOOR HYDROSTATIC PRE APPLIED WPM11 DRY SERVICE/PLANT ROOM CAR PARK WPM12 POOL AREA SPLASH AREA SURROUNDING POOL OVERLAID WITH PEDESTAL AND TIMBER WPM13 EXPOSED DRIVEWAY VEHICLE TRAFFIC AREA WPM14 LIFT PIT WALL WPM15A POOL AREA INTERNAL POOL WPM15B POOL AREA POOL SUBFLOOR VOID INACCESSIBLE WPM16 EXTERNAL RETAINING WALL POST APPLIED BITUMENT SHEET MEMBRANE WPM17 VAPOUR BARRIER WPM18 PROTECTION LAYER TO LIFT WALL WPM19 BRIDGING LAYER WPM20 FOR WALLS HI-BUILD ELASTOMETRIC PAINT PROJECT NO. PROJECT DRAWING NO. REVISION SCALE: @A1 PROJECT PHASE CLIENT ADDRESS DRAWING SERIES STATUS DRAWING TITLE NOTES: (C) Antoniades Architects Pty Ltd all rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means without the written permission of Antoniades Architects. Any license to use this document, whether expressed or implied is restricted to the terms of the agreement or implied agreement between Antoniades Architects Pty Ltd and the instructing party. All dimensions in millimeters unless otherwise shown. Use figured dimensions only. Do not scale from drawings. Check all dimensions on site prior to construction. All drawings to be read in conjunction with all consultants and sub-contractors documentation and reports. All works to conform with the National Construction Code of Australia and Australian Standards. Report any discrepancies to Antoniades Architects Pty Ltd. All boundary dimensions and bearings to be verified by licensed surveyor prior to proceeding with work. Dimensions notes on plans represent required sizes. Allow tolerance Any discrepancy between drawing and site (existing) information to be notified immediately. DRW: CHK: Nominated Architect: Andreas Antoniades NSW Registration 7954 www.antoniades.com.au ACN 129 731 559 - All existing elements of the building present on the drawings belong to the Survey revit models. - Survey revit models provided by LTS Surveyor. - Survey Files in use: - Date of Issue : 2022-01-24 51324-007_LTS-SU_RCB-R19 2022-01-22].rvt) Date of Issue 2022-07-27 51324-007_LTS-SU_RCB-R22 2022-07-27].rvt) Date of Issue 2022-08-16 51324-007_LTS-SU_RCB-PART-GL STR22 2022-08-12].rvt) Date of Issue 2023-05-30 51324-007_LTS-SU_RCB-ROOF ABOVE L5 - POOL AND ROOF TOP-R22 20230308].rvt) Date of Issue 2023-05-30 51324-007_LTS-SU_RCB-ROOF ABOVE - POOL AND ROOF TOP[20230308].ifc) Date of Issue 2023-05-30 12 51324-007_LTS-SU_RCB-L RF UPDATE GL EAST22 20230522].rvt) Antoniades Architects does not take responsibility for any discrepancies within information provided by others. As indicated 6 21018CC NAUTIQUE 100 Bayswater Road, Rushcutters Bay CC4 CONSTRUCTION W'Proofing Exterior Details06 Water Proofing Plans A10.76 VM EA 4 0m 5m Scale 1:100 5 1 2 THRESHOLD DETAIL - ENTRY SECTION 1:5 3 THRESHOLD DETAIL WET AREA SECTION 1:5 4 6 7 PARAPET WITHOUT BALUSTRADE SECTION 1:5 PARAPET WITH CLADDING SECTION 1:5 TYPICAL BALCONY 02 SECTION 1:5 PARAPET WITH BALUSTRADE SECTION 1:5 PARAPET WITHOUT CLADDING SECTION 1:5 8 LEVEL 7 TERRACE DETAIL 01 SECTION 1:5 9 LEVEL 7 TERRACE DETAIL - 02 SECTION 1:5 Regulated Design Record Project Address: 100 Bayswater Road, Rushcutters Bay Project Title: NAUTIQUE Consent No: Drawing Title: W'proofing Exterior Details 06 Body Corporate Reg No: Drawing No: A10.76 Rev Date Description DP Full Name Reg No ISSUE FOR CC3 Andreas Antoniades DEP0001800 ISSUE FOR CC5 Andreas Antoniades DEP0001800 28.10.2022 31.03.2023 WPM Detail Notes + SCRT 15mm saw cut reglet termination of the waterproof membrane + BBF bond breaker fillet junction detail suitable for the class of membrane as per project waterproofing materials specification or make & model Required by AS4654.1:2012 Table A2 & AS3740:2010 Table 3.2 Class minimum width 12mm for internal wet areas Class minimum width 35mm Class minimum width 100mm Screed structural topping to achieve fall below WPM min 20MPA strength to prevent failure of WPM Refer to: A01 series for Project Information and Project Data Schedules A02 series for Site Plans, Grid set up Plan & Demolition Plans sections & Details A03 series for GA, door and window tags A04 series for Concrete Profiles and setouts, Steel setup & Steel Passive Fire protection A05 series for Wall Types and setouts & Fire Complementation Plans A06 series for Reflected Ceiling Plans & Waterproofing Plans & Details A07 series for External Elevations A08 series for General Sections A09 series for Lift Core, Stairs, Ramps Plans, Section ,Elevations & Details A10 series for Perimeter Sections,3D & Details A11&12 series for Interior Layouts & Details A20 series Door, Window, Louver,Metalwork Schedules & External finishes schedule & Architectural Specifications 1. GEOTECHNICAL REPORT R.001.REV0 PREPARED BY DOUGLAS PARTNERS PTY LTD, DATE 10 MAY 2022, TITLED "REPORT ON GEOTECHNICAL DESKTOP STUDY PROPOSED VIBE HOTEL ALTERATIONS AND ADDITIONS" 2.GEOTECHNICAL MEMORANDUM R.005 REV0 PREPARED BY DOUGLAS PARTNERS PTY LTD, DATE 29 JUNE 2022, TITLED 'VIBE HOTEL REDEVELOPMENT-BASEMENT GROUNDWATER HYDROSTATIC PRESSURE 3. REFER TO ADVICE GIVEN BY WATERPROOFING INTEGRITY COMPLIANCE SERVICES ON 5TH JULY 2022 ON ACONEX, GENERAL CORRESPONDENCE WPINT-GCOR-000017 Lift pit waterp'roofing objective with reference of B58102:2022 Lift waterproofing should achieve Grade 1 b performance (No seepage, Damp areas from internal and external sources are tolerable) To achieve this performance combined Type A, Type Band Type C protection should be used; Type protection should be in form of fully bonded pre-applied membrane installed to lift pit base and walls {use post-applied membrane where construction methodology requires it) and Optional Negative Sid waterproofing membrane applied to the internal side of the the lift pit. Type protection should be in form of good concrete design (high crack control} and internal waterstops installed to all Concrete Joints. Re-injectable grout tubes to be used where required to isolate existing structure from new lift walls. Type C Protection {"fail safe" only) Lift Pit Sump connected o the hydraulic system Basement 1 & 2 waterp'roofing objective with reference of B58102:2022: Basement 1 2 waterproofing should achieve Grade 1b performance (No seepage, Damp areas from internal and external sources are tolerable) To achieve this performance combined Type A, Type Band Type C protection in conjunction with subsoil drainage system should be used; Type A protection should be in a form of post applied membrane installed to basement external walls. B2 slab infills should be installed over vapour barrier (0.2mm fortecon membrane) Type B protection should be in a form of good concrete design {high crack control) and internal waterstops installed to all Concrete Joints. Xypex Admix C should be also used in all B2 slab infills and footing extensions Type C Protection ("fail safe" only) in form of perimeter spoon drain connected to the hydraulic system WATERPROOFING INTEGRITY COMPLIANCE AND TESTING SERVICES ADVICE REV DESCRIPTION BY DATE A ISSUED FOR INFORMATION VM 01.07.2022 1 ISSUE FOR CC3 VM 28.10.2022 2 ISSUE FOR CC5 PV 31.03.2023 3 GENERAL UPDATE SX 28.04.2023 4 ISSUE FOR IFC NT 14.06.2023 5 ISSUE FOR CONSTRUCTION PV 27.06.2023 6 ISSUE FOR CC4 NT 25.07.2023 NEXT TO FIRE STAIR 21 24.07.2023 ISSUE FOR CC4 Andreas Antoniades DEP0001800
1 07 LIBRARY STUDY COURTYARD ENTRY WALKWAY ENTRY GUEST BEDROOM POWDER ROOM RUMPUS ROOM GARAGE TURF LIVING ROOM KITCHEN SCULLERY/PANTRY COVERED PATIO SPA 2 07 DECK DRIVEWAY FIREPLACE FIREPLACE LIFT SIDESPLACE BLAKE STREET SITE BOUNDARY SITE BOUNDARY SITE BOUNDARY SITE BOUNDARY LINE OF VOID ABOVE LINE OF VOID ABOVE BIN AREA 1.2m HIGH POOL FENCE AND GATE TO AUSTRALIAN STANDARDS FFL. 74.800 FFL. 74.080 FFL. 74.800 FFL. 74.080 FFL. 74.080 9° 55' 00" 40.54m 189° 55' 00" 40.54m 279° 21' 00" 15.24m 99° 21' 00" 15.24m LINE OF ROOF ABOVE FFL. 74.800 FFL. 74.800 FFL. 74.800 FFL. 74.802 TILES TIMBER TIMBER TILES TIMBER TILES DECK TIMBER TILES 1960 6310 900 6069 21172 13090 GF REAR SETBACK 6276 900 3699 6720 3920 4384 6268 2405 4172 1408 2380 13090 2268 2600 LINE OF ROOF ABOVE LINE OF ROOF ABOVE 56 BLAKE STREET DOVER HEIGHTS D.P. 10085 226 MILITARY ROAD D.P. 10085 222-224 MILITARY ROAD D.P. 10085 220 MILITARY ROAD D.P. 10085 28 PORTLAND ST D.P. 10085 30 PORTLAND ST D.P. 10085 32 PORTLAND ST D.P. 10085 228 MILITARY ROAD D.P. 10085 26 PORTLAND ST D.P. 10085 NEW SWIMMING POOL EXISTING BOUNDARY WALL TO BE RETAINED EXISTING BOUNDARY WALL TO BE RETAINED NEW BOUNDARY WALL TO REPLACE EXISTING NEW 1.8 m FENCE ABOVE EXISTING TREES TO BE REMOVED NEW BOUNDARY WALL EXISTING BOUNDARY WALLS TO BE DEMOLISHED COURTYARD LINE OF EXISTING GARAGE TO BE DEMOLISHED GARDEN POOL SURROUND SHALLOW END DEEP END FFL. 74.080 TIMBER TIMBER FFL. 74.080 NEW 1.8m SIDE GATE CONCRETE LINE OF EXISTING HOUSE TO BE DEMOLISHED SIDE SETBACK SIDE SETBACK GARDEN RL. 72.480 EXISTING BOUNDARY WALL TO BE RETAINED LINE OF EXISTING GARAGE TO BE DEMOLISHED NEW RETAINING WALL T.W RL. 74.080 ELECTRIC CAR CHARGER ELECTRIC CAR CHARGER RAIN WATER TANK PGL. 74.800 1.2m HIGH POOL GATE TO AUSTRALIAN STANDARDS NEW RETAINING WALL T.W RL. 74.080 EXISTING RETAINING WALL RL. 73.080 RL. 73.080 FFL. 74.800 EXISTING DRIVEWAY CROSSOVER EXISTING FOOTPATH WATER HEATER PGL. 73.980 NEW 1.8 m FENCE ABOVE T.W RL. 76.538 NEW 1.8 m HIGH BOUNDARY WALL TO REPLACE EXISTING NEW 1.8 m FENCE ABOVE PAVERS LINE OF EXISTING POOL TO BE DEMOLISHED TP. 76.000 PGL. 73.980 NEW 1.8m SIDE GATE PGL. 74.500 TP. 76.000 RL.74.047 RL.74.651 WG-13 WG-15 WG-07 WG-08 WG-09 WG-10 WG-11 WG-12 WG-14 COURTYARD PLANT EQUIMENT WG-05 WG-02 WG-01 POOL HEAT PUMP POOL PUMP A.C CLOTHES LINE WG-06 ENTRY GATE WITH CANOPY GRASS GRASS WG-03 WG-04 DINING NOMINATED ARCHITECT: ANNA ANTONIADES REGISTRATION N. 8687 INFO@AAARCHITECTURE.COM.AU 02 9328 3133 SUITE 305, 19A BOUNDARY STREET DARLINGHURST NSW 2010 56 Blake Street, Dover Heights Development Application February 2024 ADDRESS PROJECT PHASE 1077-DA-[03] Ground Floor Plan 1:100 @ A2 NORTH 00.00 PGL 00.00 PFFL 00.00 TC 00.00 TP 00.00 TW 00.00 LEGEND RL ‐ EXISTING GROUND LEVEL RL ‐ EXISTING FINISHED FLOOR LEVEL RL ‐ PROPOSED GROUND LEVEL RL PROPOSED FINISHED FLOOR LEVEL RL TOP OF CANOPY RL TOP OF PARAPET RL ‐ TOP OF WALL
Upper Parapet RL 81.08 Ground Floor RL 74.80 Lower Ground Floor RL 74.08 First floor RL 77.88 MET-01 GL-01 PA-01 PA-01 REN-01 REN-01 REN-01 SITE BOUNDARY SITE BOUNDARY 1.2m HIGH POOL FENCE AND GATE TO USTRALIAN STANDARDS 26 PORTLAND ST BLAKE STREET EXISTING GROUND LEVEL OUTLINE OF EXISTING HOUSE TO BE DEMOLISHED 8.5m HEIGHT PLANE NEW 1.8 m HIGH BOUNDARY WALL TO REPLACE EXISTING LINE OF NEW POOL FFL. 74.080 56 BLAKE STREET TW. 75.880 TW. 74.080 EXISTING BOUNDARY WALL TO BE RETAINED ENTRY WALKWAY PA-01 MET-01 PA-01 REN-01 Lower Parapet RL 78.90 PGL. 74.800 FFL. 74.800 RL. 73.400 RL. 74.047 GL-01 GL-01 GL-01 MET-01 GL-01 RL. 74.800 NEW 1.8m SIDE GATE 7.5m WALL HEIGHT PLANE TMB-01 TMB-01 REN-01 MET-01 GL-01 MET-01 MET-01 MET-01 PA-01 PA-01 REN-01 PA-01 REN-01 MET-01 TMB-01 GL-01 Upper Parapet RL 81.08 Ground Floor RL 74.80 Lower Ground Floor RL 74.08 First floor RL 77.88 PA-01 PA-01 REN-01 56 SITE BOUNDARY SITE BOUNDARY PA-01 EXISTING GROUND LEVEL OUTLINE OF EXISTING HOUSE TO BE DEMOLISHED 56 BLAKE STREET 220 MILITARY ROAD 32 PORTLAND STREET 8.5m HEIGHT PLANE PGL. 74.800 BIN AREA EXISTING BOUNDARY WALL TO BE RETAINED TMB-01 EXISTING BOUNDARY WALLS TO BE RETAINED PA-01 PA-01 NEW WALL Lower Parapet RL 78.90 GL-01 PA-01 MET-01 GL01 7.5m WALL HEIGHT PLANE PA-01 MET-01 GL-01 TMB-01 TMB-01 TMB-01 MET-01 TMB-01 PA-01 PA-01 PA-01 REN-01 NOMINATED ARCHITECT: ANNA ANTONIADES REGISTRATION N. 8687 INFO@AAARCHITECTURE.COM.AU 02 9328 3133 SUITE 305, 19A BOUNDARY STREET DARLINGHURST NSW 2010 56 Blake Street, Dover Heights Development Application February 2024 ADDRESS PROJECT PHASE 1077-DA-[06] West & South Elevations 1:100 @ A2 1 100 1 West 1 100 2 South (Street Elevation) 00.00 PGL 00.00 PFFL 00.00 TC 00.00 TP 00.00 TW 00.00 LEGEND RL ‐ EXISTING GROUND LEVEL RL EXISTING FINISHED FLOOR LEVEL RL ‐ PROPOSED GROUND LEVEL RL ‐ PROPOSED FINISHED FLOOR LEVEL RL ‐ TOP OF CANOPY RL TOP OF PARAPET RL TOP OF WALL REN-01:TEXTURED RENDER MET-02 PAINTED STEEL BALUSTRADES - DULUX DARK BRONCE MET-01 PAINTED STEEL PLANTERS POSTS - DULUX DARK BRONCE PA-01:TEXTURED ACRYLIC RENDER WHITE EXCHANGE HALF DULUX SW1B4 TMB-01 TIMBER PRIVACY SCREENS FRONT DOOR - GATES - GARAGE DOOR MATERIAL SCHEDULE GL-01 GLASS WINDOWS - ALUMINIUN POWDEROATED - DULUX DARK BRONZE
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 A B C D E F G H J K L 1 DA-0501 1 DA-0501 63 m² 1-1B02 63 m² 1-1B03 56 m² 1-GL15 56 m² 1-GL14 56 m² 1-GL13 70 m² PLANT BOH 425 m² GOLD LOUNGE BAR 55 m² 1-GL07 56 m² 1-GL08 56 m² 1-GL09 56 m² 1-GL10 56 m² 1-GL11 56 m² 1-GL12 63 m² 1-1B01 56 m² 1-GL06 56 m² 1-GL05 56 m² 1-GL04 56 m² 1-GL03 56 m² 1-GL02 56 m² 1-GL01D 56 m² 1-GL16 56 m² 1-GL17 56 m² 1-GL18 56 m² 1-GL19 56 m² 1-GL20 21 m² 22 m² 23 m² 29 m² 24 m² 31 m² 25 m² 16 m² 15 m² 56 m² 63 m² 1-1B01 864 m² GYM/SPA 22 m² 30 m² 34 m² 34 m² 30 m² 21 m² 98 m² 10 m² 14 m² 10 m² 11 m² 11 m² 11 m² 70 PAX APPROX. GOLD WING LEVEL 01 STEBOUNDARY STEBOUNDARY
STEBOUNDARY SITEBOUNDARY
1 DA-0500 1 DA-0500 2 DA-0500 2 DA-0500 3 DA-0500 3 DA-0500 2 DA-0501 2 DA-0501 638 m² CIRCULATION PL4 PL5 FS3 PL3 SL3 2 FS2 FS8 FS4 VESTIBULE VOID TO UG BELOW VOID TO UG BELOW 47 m² 1-ST02 45 m² 1-ST03 45 m² 1-ST04 45 m² 1-ST05 45 m² 1-ST06 45 m² 1-ST01 45 m² 1-ST07 45 m² 1-ST08 45 m² 1-ST09 45 m² 1-ST10 45 m² 1-ST11 45 m² 1-ST12 45 m² 1-ST24 45 m² 1-ST23 45 m² 1-ST22 45 m² 1-ST21 45 m² 1-ST20 45 m² 1-ST19 45 m² 1-ST18 45 m² 1-ST17 45 m² 1-ST25 45 m² 1-ST27 45 m² 1-ST28D 45 m² 1-ST26 12 m² 17 m² 17 m² 18 m² 16 m² 15 m² 13 m² 18 m² 19 m² 17 m² 15 m² 15 m² 15 m² 15 m² 16 m² 20 m² 18 m² 17 m² 12 m² 15 m² 15 m² 17 m² 22 m²19 m² 16 m² 45 m² 1-ST16 45 m² 1-ST15 45 m² 1-ST14 45 m² 1-ST13 40 m² 41 m² 15 m² VESTIBULE PL1 SL1 FS6 FS5 RISER ADMIN TECH LINEN BOH VOID TO UG BELOW 23 m² PL2 SL2 LINEN TECH VESTIBULE FS9 1 1 2 339 m² GOLD LOUNGE TERRACE RL 9.410 m RL 9.410 m RL 9.410 m RL 9.410 m SL4 VESTIBULE AMENITIES 91 m² KITCHEN GOLD RECEPTION RL 7.810 m 477 m² RETAIL/LOUNGE RL 9.410 m CIRCULATION EXPANSION JOINT EXPANSION JOINT PLANT 900 m² CIRCULATION PORTE COCHERE PROFILE BELOW 3 DA-0501 3 DA-0501 1:14 RAMP 1:14 RAMP UP LINEN LUGGAGE LIFT OUTLINE OF ADJACENT BUILDINGS AS PER SURVEY OUTLINE OF ADJACENT BUILDINGS AS PER SURVEY RL 7.810 m PN N Sydney Studio buchangroup.com.au Client CHIODO 704/434 St. Kilda Rd, Melbourne 3004 Paul Chiodo Tel: 61 9078 8784 https://chiodocorp.com.au Structural/ Civil Northrop Steve McClelland Tel: +61 418 740 308 ,stephen@sydney.nortrop.com.au, Sydney Hydraulic&Mechanical BSE Consulting Cameron Webb Tel: +61 499 775 701 cameron.webb@bse.com.au ,Brisbane Certifier McKenzie Group Mark Cogo ,mcogo@mckenzie-group.com.au Tel: +61 414 345 924 -Brisbane Project Manager Pure Projects Sydney David Williams Tel: +61 457 052 278 david.williams@pureprojects.com 1 9/2/2020 1:55:25 PM DEVELOPMENT APPLICATION SUBMISSION DA-0204 FAIRMONT RESORT Rev.DateDescription Iss.Appr. A20/07/2020DRAFTSAME B10/08/2020FOR COORDINATIONSTME C14/08/2020PRE-DA CLIENT SUBMISSIONSTME D25/08/2020PRE-DA UPDATESUME 131/08/2020DA SUBMISSIONSAME
SITEBOUNDARY
SITEBOUNDARY
2 6433 2 6434 1 6436 Sim 2 6417

01.40 + 02.10

SECTION A

RETAIL & EXHIBITION ZONES

BAY1 EAST OVERALL SECTION

This section illustrates the relationship of the new structural insertion behind the large heritage machinery that will remain in-situ.

At ground floor the Workshop Display wall dividing the space from the Loading Dock transitions from clear to semi-transparent in Bay 1 then to solid in Bay 2. This is a design gesture that performs a screening function and plays a large role in the interpretation of the space, creating intrigue and interest.

Glazing is clear and transparent with minimal framing, supported by the new steel structure that is finished with a micaceous paint contrasting from the heritage steel trusses and paint finish of the iron columns.

The balustrade over is constructed of steel stanchions and perforated steel panels. Creating a semitransparent horizontal band across the space.

The pits surrounding the Davy Press will be revealed with steel framed glazing. Diffused light will illuminate the space and supporting text will describe the use and function of the pits.

Locomotive Workshop_ Heritage Interpretation Plan Stage 2_SISSONS_BUCHAN_April 2019_41 KEY PLAN N
CLEAR FULL HEIGHT GLAZING NEW STEEL MICACEOUS PAINT FINISH WOODWOOL ACOUSTIC PANELBEHIND BAY 2 TOOL DISPLAY BALUSTRADE PERFORATED PANEL
HYBRID
PINK GRANITE FLOORINGAROUND HERITAGE ITEMS 6 01.44 DAVY PRESS PIT REVEALS - GLAZING INTENT
TOOL GABION WALL INTERACT VE DIES & MOULDS ARCH CONTEMPORARY TOOL RACKS DAVY TOOL BOX DAVY PIT DAVY PIT DAVY CRANE BOILER ARCHES STEAMHAMMER FORGE key plan ALL EXISTING CONDITIONS TO BE CHECKED ON SITE. ALL DIMENSIONS AND SETOUTS TO BE VERIFIED PRIOR TO COMMENCEMENT ON SITE. ALL OMISSIONS OR DISCREPANCIES TO BE NOTIFIED TO THE ARCHITECT. COPYRIGHT THE COPYRIGHT OF THIS DRAWING TOGETHER WITH ANY OTHER DOCUMENTS PREPARED BY SISSONS ARCHITECTS (SA) REMAINS THE PROPERTY OF SA. SA GRANTS LICENCE FOR THE USE OF THIS DOCUMENT FOR THE PURPOSE FOR WHICH IT IS INTENDED. THE LICENCE IS NOT TRANSFERABLE WITHOUT THE PERMISSION OF SA. notes project client Level 28, 200 George St, Sydney, NSW 2000 Tel.+61 2 9080 8000 NOT IN SCOPE MIRVAC LOCOMOTIVE WORKSHOPS revdate description bychk 1 : 200
1 1 : 100 BAYS1-3 NORTH OVERALL 2 2. 2. 1. 2 3. 4. 1. 4. 4. 3 A 6
2 6504 SLAB EDGE SET OUT FORMWORK OF ARCHES 4 6504 2 TREADS WIDE ARCH 855 2 TREADS WIDE ARCH 570 2 TREADS WIDE ARCH 855 2 TREADS WIDE ARCH 570 2 TREADS WIDE ARCH 570 100 STAIR E5 LANDING 855 STRUCTURAL SHS FORMED TO ARCH AS PER STRUCTURAL ENGINEER'S DETAIL 12MM PLYBOARD FORMED TO ARCH ZINC PANEL ON 12MM PLYBOARD MET-004 50 100 SUSPENDED METAL MESH CEILING REFER TO RCP AND CEILING DETAILS SHEET 5105-5250 STRUCTURAL PFC BEAM AS PER STRUCTURAL ENGINEER'S DETAIL PAI-003 BONDEK FLOOR SLAB AS PER ENGINEER'S DETAIL DRAWINGS 50MM FLOOR FINISH STEEL STAIR STRINGER AS PER STRUCTURAL ENGINEER'S DETAIL PAI-002 SUSPENDED CEILING JOISTS LINE FOR SLAB EDGE SET OUT LINE FOR FEATURE ARCHES SUPPORT CONNECTION TO STRUCTURAL STEEL STRINGER (TO FUTURE DETAIL) STRUCTURAL SHS FORMED TO ARCH AS PER STRUCTURAL ENGINEER'S DETAIL SUPPORT CONNECTION TO STRUCTURAL STEEL BEAM (TO FUTURE DETAIL) STAIR HANDRAIL REFER TO STAIR DETAIL SHEET 2451-2457 PACKER PRECAST STAIR TREADS BOLTED TO THE STEEL STAIR STRINGER FFL + 27100 ARCH 100 4250 PROP L01 B1-4A RL 27100 1024 1024 HORIZONTAL SHS AS PER STRUCTURAL ENGINEER'S DETAIL 12MM PLYBOARD FORMED TO ARCH ZINC PANEL ON 12MM PLYBOARD 1RADIUS 025 3240 ARCH WIDTH 2250 35x35 EQUAL ANGLE FRAME FOR EXPANDED METAL MESH PANEL SLAB EDGE EXPANDED METAL MESH WELDED TO ANGLE FRAME 100MM WIDE MILD STEEL STANCHION REFER TO DETAIL SECTION 6 42MM DIA TIMBER RAILING PROFILE FOR STAIR ON STEEL FIXING ROD WELDED TO STANCHION 100 MESH BALUSTRADE WIDTH 515 100 STAIR STRINGER AS PER STRUCTURAL ENGINEER'S DETAIL 42 150 50 ZINC PANELLED FEATURE ARCH BEYOND 35x35 EQUAL ANGLE METAL FRAME FOR EXPANDED METAL MESH PANEL, BOLTED TO MILD STEEL STANCHION EXPANDED METAL MESH WELDED TO ANGLE FRAME 42 DIA TIMBER RAILING PROFILE ON STEEL FIXING ROD WELDED TO STANCHION STANCHION -RAILING CONNECTOR 42 DIA TIMBER RAILING PROFILE FOR STAIR ON STEEL FIXING ROD WELDED TO STANCHION FLOOR FINISH REFER FLOOR FINISHES PLAN STRUCTURAL PFC BEAM AS PER STRUCTURAL ENGINEER'S DETAIL SUPPORT CONNECTION TO STRUCTURAL BEAM (TO FUTURE DETAIL) SUSPENDED CEILING JOISTS SUSPENDED METAL MESH CEILING REFER TO RCP AND CEILING DETAILS SHEET 5105-5250 STEEL STAIR STRINGER AS PER STRUCTURAL ENGINEER'S DETAIL STEEL STAIR STRINGER AS PER STRUCTURAL ENGINEER'S DETAIL DETAIL 4 1200 100 B1 key plan rev drawing no. ALL EXISTING CONDITIONS TO BE CHECKED ON SITE. ALL DIMENSIONS AND SETOUTS TO BE VERIFIED PRIOR TO COMMENCEMENT ON SITE. ALL OMISSIONS OR DISCREPANCIES TO BE NOTIFIED TO THE ARCHITECT. COPYRIGHT THE COPYRIGHT OF THIS DRAWING TOGETHER WITH ANY OTHER DOCUMENTS PREPARED BY SISSONS ARCHITECTS (SA) REMAINS THE PROPERTY OF SA. SA GRANTS LICENCE FOR THE USE OF THIS DOCUMENT FOR THE PURPOSE FOR WHICH IT IS INTENDED. THE LICENCE IS NOT TRANSFERABLE WITHOUT THE PERMISSION OF SA. 0 DO NOT SCALE DIMENSIONS FROM DRAWING 102030405060708090 100110120130140150 notes North retail architect Level 1, 7 Kelly St, Ultimo NSW 2007 Tel. 02 9566 1611 2 Locomotive St, Eveleigh NSW 2015 project no. drawing title project client status scaledate original sheet size B1 = 1000 707mm E F Level 28, 200 George St, Sydney, NSW 2000 Tel.+61 2 9080 8000 principal architect DRAWING BEST PRINTED IN COLOUR 5/81 Alexander St, Crows Nest NSW 2065 Tel. 02 9460 8002 NOT IN SCOPE 6 / 0 3 2 0 1 9 1 0 0 5 : 4 8 A M C As indicated @B1 FOR TENDER TBG-AR-DWG-BB-B4-6504 MIRVAC LOCOMOTIVE WORKSHOPS 217150 FEATURE ARCHES DETAILSSHEET 5 06/13/18 10 DETAIL 1 - PLAN - STAIR BALUSTRADES AND FEATURE ARCHES 1 1 5 DETAIL 2 - PLAN - FEATURE ARCH DETAIL 2 1 10 DETAIL 5 - SECTION - STAIR AND FEATURE ARCH 5 1 10 DETAIL 3 - SECTION - FEATURE ARCH DETAIL 3 1 DETAIL 4 - PLAN - STAIR MESH BALUSTRADE DETAIL 4 1 10 DETAIL 6 - SECTION - STAIR & MESH BALUSTRADE 6 revdatedescription bychk A17.04.18TYPE D - PRE TENDERMCMM B15.06.18TENDER REISSUEMMMM C19.06.18TENDER REISSUEMMMM

03.20 BOILER SHOP ARCHES

DESIGN + DETAILS

The stair to level one is carefully finished with contemporary, industrial, materiality. The transition from ground to level one forms an immersive experience as guests move through the passage way of the arches.

Locomotive Workshop_ Heritage Interpretation Plan Stage 2_SISSONS_BUCHAN_April 2019_70 KEY PLAN N
FEATURE ARCH DETAIL SECTION -THROUGH THE ARCH RETURN TIMBER HANDRAIL CONCRETE FLOOR STEPS 5 2 1 MICACEOUS PAINT - NEW STEEL PIGMENTO - ZINC ARCHES EXPANDED STEEL CEILING PANEL PERFORATED METAL SHEET BALUSTRADES 6 4 3 03 PROP L01 B1-4A RL 27100 PROP L00 B3-7 FFL 21800 PROP L00 B1-2 RL 21650 RL + 9565 FFL + 26300 PUBLIC CORRIDOR PUBLIC CORRIDOR BALUSTRADE 1200 EXISTING ROOF STRUCTURE TO BE RETAINED EXISTING TRUSS TO BE RETAINED PROPOSED SKYLIGHT BEYOND AS PER ARCHITECT'S DETAIL EXISTING STRUCTURE TO BE RETAINED STRUCTURAL PFC BEAM AS PER STRUCTURAL ENGINEER'S DETAIL HANDRAIL FIXED TO STANCHION BEYOND REFER TYPICAL BALUSTRADE DETAIL SHEET 4652 STAIR 5 BEYOND REFER STAIR DETAIL SHEET 2454 CONCRETE WALL PANELLING COP-001 EXPANDED METAL MESH CEILING POWDERCOATED BLACK. MET-001 ZINC PANELLED FEATURE ARCHES BEYOND REFER TO SHEET 6504 FOR DETAILS GLAZING HERITAGE CRANE BEAN PROFILED STRUCTURAL STEEL COLUMN BEYOND ACOUSTIC WALL PANEL WAC-002 TIMBER WALL PANELLING TIM-001 STEEL FRAMED EXPANDED METAL PANELS TO OPERATE AS BALUSTRADE, FIXED TO SLAB OVER AND STAIR STRINGER. BLACK POWDERCOAT FINISH (MET-001) HANDRAIL TIM-002 - STEEL UPRIGHT SUPPORT FIXED TO STRINGER. 350 x 160 PROFILED STRUCTURAL STEEL BEAM REFER TO STRUCTURAL ENGINEER'S DETAIL 350 x 160 PROFILED STRUCTURAL STEEL BEAM BEYOND EFER TO STRUCTURAL ENGINEER'S DETAIL 350 x 160 PROFILED STRUCTURAL STEEL BEAM REFER TO STRUCTURAL ENGINEER'S DETAIL FRAMELESS AUTOMATIC GLASS SLIDING DOOR key plan ALL EXISTING CONDITIONSTOBE CHECKED ON SITE. ALLDIMENSIONS AND SETOUTS TO BE VERIFIED PRIORTO COMMENCEMENT ONSITE. ALLOMISSIONS OR DISCREPANCIES TOBE NOTIFIEDTO THEARCHITECT. COPYRIGHT THE COPYRIGHT OFTHIS DRAWING TOGETHER WITH ANY OTHER DOCUMENTS PREPARED BY SISSONSARCHITECTS (SA) REMAINS THE PROPERTYOF SA. SAGRANTS LICENCE FOR THE USE OFTHIS DOCUMENTFOR THE PURPOSE FOR WHICH IT IS INTENDED.THE LICENCE IS NOT TRANSFERABLE WITHOUT THE PERMISSION OF SA. notes retail architect 2 Locomotive St, Eveleigh NSW 2015 project client E F Level 28, 200 George St, Sydney, NSW 2000 Tel.+61 2 9080 8000 principal architect DRAWING BEST PRINTED IN COLOUR NOT IN SCOPE MIRVAC LOCOMOTIVE WORKSHOPS 25 6500 FEATURE ARCHES SECTION 5 - THROUGH THE ARCHED RETURN 5 revdate description bychk A01.06.18FOR TENDER MMMM B15.06.18TENDER REISSUE MMMM C19.06.18TENDER REISSUE MMMM 3. 2. 5. 4. 2. 1. 6
13 E 15 16 17 NB NC 14 3 9153 3 9153.1 UP 9154 MARKET PLACE EX FFL 31.2 m 13 15 16 17 14 9153.1 9153.1 4 9153 E 15 16 17 14 9153.2 9153 5 3 9153.2 9153 4 SUR-010 SUR-010 TIL-112 TIL-112 STRUCTURAL STRUCTURAL WALL TO F&B CONSULTANTS SPECIFICATIONS SHOWN DASHED 3 X RECESSED 48" DIGITAL SCREENS HEAT LAMPS OVER COUNTER REFER TO LIGHTING CONSULTANTS SPECIFICATIONS BULKHEAD ABOVE SHOWN DASHED. REFER TO RCP FOR DETAILS RECESSED GRAPHIC DESIGN SIGNAGE T.B.A REFER TO GRAPHIC DESIGN PACKAGE DRAWINGS AND DETAILS GATED EMPLOYEE ACCESS TIL-009 TIL-047 600 5475 165905165 4975 4153054030395 P.O.S COUNTER PICK UP COUNTER 6075 1235 4975 1410 13695 4404306565770615800 8702315 TIL-047 TIL-047 TIL-047 90900200450 REFER TO F & B CONSULTANTS DRAWINGS AND DETAILS P.O.SP.O.SP.O.SP.O.S CONTRACTOR TO PROVIDE POWER ACCESS THROUGH COUNTERTOP TIL-047 1355 3380 1500 BULKHEAD ABOVE SHOWN DASHED. REFER TO RCP FOR DETAILS SUR-010 DASHED LINES INDICATE SUR-010 BREAKUP 13 9014 13 9014 13 9014 DASHED LINES INDICATE SUR-010 BREAKUP MARKET PLACE EX FFL 31.2 m 15 16 17 14 9153.2 3 9153.2 PAI-009 POW-001 LAMINATED SKIRTING. LED STRIP OVER. REFER TO SECTION DETAIL LAM-020 GLA-006 DECORATIVE GLASS PANELS FIXED SQUARE ALUMINUM FRAME FROM BULKHEAD OVER. POWER COAT FINISH SUR-010 POW-001 CONCEALED LED STRIP LIGHT INTO METAL CHANNEL ABOVE GLAZING. POWDER COAT PAINT FINISH COLUMNS BOXED IN AND EMBRACED BY BULKHEAD. REFER TO RCP FOR DETAILS RECESSED 48" DIGITAL MENU SCREENS. REFER TO AV CONSULTANTS DRAWINGS AND DETAILS LAM-020 TIL-192 LAM-020 TIL-192 ETS-010 PAI-009 ETS-010 1100 500 1450 80 570 300 1600 2400 4000 600 BRANDING BLADE 2450 950 1040 60 500 1450 80 570 300 ILLUMINATED SIGNAGE. REFER TO GRAPHICS PACKAGE FOR DETAILS TIL-112 TIL-047 ETS-010 PAI-009 CONCEALED LED STRIP LIGHT INTO METAL CHANNEL. POWDER COAT PAINT FINISH POW-001 ALL SERVERY BULKHEADS WITH FIXED BATTEN SYSTEM ETS-010 INCLUDE "IAT". REFER TO FINISHES SCHEDULE. (PAI-009) FINISH TO WALL BEHIND CONTRACTOR TO REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR STRUCTURAL AND LIGHTWEIGHT FRAMING OF SERVERY BULKHEADS COUNTERTOP WITH MITERED CORNERS AND EDGES GLA-006 POW-001 POW-001 SUR-010 Sim 9154 SUR-010 LAMINATED SKIRTING. LED STRIP OVER. REFER TO SECTION DETAIL TILED COUNTER FRONT ILLUMINATED BY LED STRIP LIGHTING. REFER TO SECTION DETAIL ETS-010 COUNTERTOP WITH MITERED CORNERS AND EDGES P.O.S P.O.S P.O.S P.O.S TIL-047 TIL-047 LAYED STAGGERED BRICK LAY TO BACK WALL FROM EITHER SIDE OF PERMANENT MOVEMENT JOINT VERTICAL EXPANSION JOINT. CHARCOAL PAINT FINISH. BULKHEAD SETBACK 600 ALL SERVERY BULKHEADS AND WALLS WITH FIXED BATTEN SYSTEM ETS-010 INCLUDE "IAT". REFER TO FINISHES SCHEDULE. (PAI009) FINISH TO WALL BEHIND ETS-010 PAI-009 MARKET PLACE EX FFL 31.2 m ETS-010 ETS-010 LAM-020 LAM-020 ETS-010 CONCEALED LED INTO METAL CHANNEL. REFER TO LIGHTING CONSULTANTS SPECIFICATIONS POW-001 DECORATIVE GLASS PANELS WITH SQUARE ALUMINUM FRAME POW-001 SKIRTING LAM-020 GLA-006 B.O.H ACCESS 3005708014502545025 601040 PAI-009 EMPLOYEE ACCESS TO P.O.S. TIMBER VENEER PANEL. LAMINATE KICK & POWDERCOATED CAPPING AND FRAME 4000 TIL-047 SUR-010 TIL-047 POW-001 P.O.S COUNTER DOORWAY AND BOTTOM OF BULKHEAD 2400 BULKHEAD 1600 METAL FRAME CAPPING TO DOORWAY TIL-192 TVE-010 LAM-020 COUNTERTOP 9501450 DECORATIVE GLAZING 500 BULKHEAD 1100 POW-001 RENDERED BLOCKWORK BEHIND PAINTED PAINTED FINISH. PAI-009 CONTRACTOR TO REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR STRUCTURAL AND LIGHTWEIGHT FRAMING OF SERVERY BULKHEADS. PAINTED FINISH. PAI-009 ALL SERVERY BULKHEADS WITH FIXED BATTEN SYSTEM ETS-010 INCLUDE "IAT". REFER TO FINISHES SCHEDULE. (PAI-009) FINISH TO WALL BEHIND Do not scale this drawing. Verify all dimensions on site before commencing any work. Copyright © This drawing remains the property of Malone Buchan Laird & Bawden Pty Ltd. Reproduction in whole or in part without prior consent is forbidden. A member of W www.buchan.com.au +61 2 9566 1611 (PO Box 11 Pyrmont, NSW 2009) AUSTRALIA Level 1, Kelly Street Ultimo, Sydney NSW 2007 Architecture+Master Planning+Interiors+Graphics ACN 066 985 046 ABN 56 069 344 614 MaloneBuchanLaird&BawdenPtyLtd TheBuchanGroup Nominated Architect: Anthony Palamara NSW ARN 7274 @A0 dwndwgnoissue scale projno plottedat created file TENDER ISSUE CLIENT: PROJECT MANAGER: 50 Smith Street, Wentworthville, NSW 2145 Australia 02 8868 9200 info@wentyleagues.com.au Level 4, Glen Street, Milson Point, NSW 2061 Australia 02 9923 2115 W www.pureprojects.com Tenancy 3, 117 Willoughby Road Crows Nest NSW 2065 Level 5, 37 Pitt Street Sydney NSW 2000 Level 6, 189 Kent Street Sydney NSW 2000 Level 4, 362 Kent Street Sydney NSW 2000 4/140 Bourke St, Melbourne VIC 3000 2/6 Faraday Road, Padstow NSW 2211 Suite 2, Level 1, 33 Herbert Street St Leonards NSW 2065 As indicated 17/07/2017 16:13:05 C:\Users\mcurtis\Revit Projects\209073-WEN_DA-R16-170608_mcurtis.rvt 0 WENTY LEAGUES CLUB 50 SMITH STREET, WENTWORTHVILLE NSW 2145 209073 SEP 2015 TBG 9153 GF - THE PLAZA - CHEF'S GRILL- JOINERY DETAILSSHEET 1 OF 4 AScale: 7131 1 100 1 CHEF'S GRILL JOINERY KEY PLAN Scale: 9154 1 100 2 CHEF'S GRILL JOINERY KEY ELEVATION Scale: 9153 20 3 CHEF'S GRILL SERVICE COUNTER JOINERY PLAN SCALE: 20 CHEF'S GRILL SERVICE COUNTER JOINERY ELEVATION 4 Scale: 9153 20 5 CHEF'S GRILL SERVICE COUNTER JOINERY SIDE ELEVATION issuedaterevisionintsauth 015.07.17FOR TENDERTBGAP
MARKET PLACE EX FFL 31.2 m 3000 COUNTER TOP SUR-010 HEAT LAMPS B.O.H EQUIPMENT BY F&B CONSULTANTS 24005001100 870801450 TIL-192 LED STRIP WITH DIFFUSER TO LIGHTING CONSULTANTS SPECIFICATIONS Sim 9153.2 CONCEALED LED STRIP LIGHT INTO METAL CHANNEL. POWDER COAT FINISH. REFER TO LIGHTING CONSULTANTS DRAWINGS AND DETAILS FIXED BATTEN SYSTEM (ETS-010) WITH ''IAT'' TO ALL SERVERY BULKHEADS AND WALLS. ALL WALLS BEHIND PAINTED BLACK (PAI-009) CONTRACTOR TO REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR STRUCTURAL AND LIGHTWEIGHT FRAMING OF SERVERY BULKHEADS LIGHTWEIGHT STRUCTURAL WALL. PLASTERBOARD. PAINT FINISH ALL EXPOSED SOFFITS, WALLS AND SERVICES OVER 4000MM PAINTED BLACK UNLESS SPECIFIED OTHERWISE. (PAI-009) DECORATIVE GLASS PANELS FIXED SQUARE ALUMINUM FRAME FROM BULKHEAD ABOVE. POWDERCOAT FINISH POW-001 GLA-006 ETS-010 PAI-009 POW-001 PAI-009 509001450600 PAI-009 CONCEALED FIXING FOR SUSPENDED HEAT LAMPS LAM-020 STRUCTURAL WALL TO F&B CONSULTANTS SPECIFICATIONS SHOWN DASHED LED STRIP WITH DIFFUSER TO LIGHTING CONSULTANTS SPECIFICATIONS TIL-XXX TILED WALL BEYOND FIRE RATED MDF MAINTENANCE ACCESS PANEL. DOOR PANEL FINISH TO MATCH CEILING COLOUR 601040 4000 1950 BULKHEAD SETBACK 600 MARKET PLACE EX FFL 31.2 m LEVEL EX SFL 37.35 m LEVEL EX SFL 37.35 m TIMBER FRAME & SHELVES WITH CONCEALED LED LIGTING CLEAR GLASS PANELS CLEAR GLASS PANELS, POW-001 FINISH TO ALL FRAMES B.O.H EQUIPMENT BY F&B CONSULTANTS TVE-010 TVE-009 S/S TO F&B CONSULTANTS SPECIFICATIONS TIL-009 3000 B.O.H EQUIPMENT BY F&B CONSULTANTS SST-011 TVE-010 SUR-014 TIL-192 LED STRIP WITH DIFFUSER, TO LIGHTING CONSULTANT'S DETAILS 400 1760 2160 SST-011 TABLE FRAME, SECURE & CONCEAL FIXED TO WALL & FLOOR SUR-014 MITRED WITH BIRD'S BEAK DETAIL, ALL EXPOSED EDGES POLISHED. TO ALIGN & BE FLUSH WITH GLAZING FRAME. SECURE & CONCEAL FIXED TO WALL EQUAL ANGLES. STRUCTURAL SILICON TO JUNCTION WITH TABLE EQUAL ANGLES TO TRIM ALL TIL-192 EDGES, IN POW-001 FINISH ETS-010 LED STRIP WITH DIFFUSER, TO LIGHTING CONSULTANT'S DETAILS POW-001 METAL CHANNEL ENCASING LED STRIP LIGHT WITH DIFFUSER TO LIGHTING CONSULTANT'S SPECIFICATIONS LAM-020 POW-001 FIXED BATTEN SYSTEM (ETS-010) WITH ''IAT'' TO ALL SERVERY BULKHEADS AND WALLS. ALL WALLS BEHIND PAINTED BLACK (PAI-009) CONTRACTOR TO REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR STRUCTURAL AND LIGHTWEIGHT FRAMING OF SERVERY BULKHEADS LIGHTWEIGHT STRUCTURAL WALL. PLASTERBOARD. PAINT FINISH ALL EXPOSED SOFFITS, WALLS AND SERVICES OVER 4000MM PAINTED BLACK UNLESS SPECIFIED OTHERWISE. (PAI-009) PAI-009 PAI-009 PAI-009 30 4000 1950 BULKHEAD VARIES. REFER ELEVATION 60 SHELVING VARIES. REFER ELEVATION 50 50 1850 200 900 50 BLOCKWORK KITCHEN WALL. REFER TO A-1111 FOR DETAILS 470 MARKET PLACE EX FFL 31.2 m 3000 TIL-047 95014505001100 4000 RECESSED DIGITAL SCREENS. REFER TO AV CONSULTANTS DRAWINGS AND DETAILS. SUBSTRATE BEHIND PAINTED PAI-009 KITCHEN FFL METAL ANGLE TRIM AROUND RECESS FOR AV SCREENS 6 9153.2 COUNTER TOP SUR-010 TIL-192 LED STRIP WITH DIFFUSER TO LIGHTING CONSULTANTS SPECIFICATIONS CONCEALED LED STRIP LIGHT INTO METAL CHANNEL. POWDER COAT FINISH. REFER TO LIGHTING CONSULTANTS DRAWINGS AND DETAILS FIXED BATTEN SYSTEM (ETS-010) WITH ''IAT'' TO ALL SERVERY BULKHEADS AND WALLS. ALL WALLS BEHIND PAINTED BLACK (PAI-009) CONTRACTOR TO REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR STRUCTURAL AND LIGHTWEIGHT FRAMING OF SERVERY BULKHEADS ALL EXPOSED SOFFITS, WALLS AND SERVICES OVER 4000MM PAINTED BLACK UNLESS SPECIFIED OTHERWISE. (PAI-009) DECORATIVE GLASS PANELS FIXED SQUARE ALUMINUM FRAME FROM BULKHEAD ABOVE. POWDERCOAT FINISH POW-001 GLA-006 ETS-010 PAI-009 POW-001 PAI-009 PAI-009 LAM-020 STRUCTURAL WALL TO F&B CONSULTANTS SPECIFICATIONS SHOWN DASHED LED STRIP WITH DIFFUSER TO LIGHTING CONSULTANTS SPECIFICATIONS TIL-047 TILED WALL BEYOND 1930 300570801450 601040 B.O.H EQUIPMENT BY F&B CONSULTANTS TIL-112 PAI-009 POW-009 509001450600 FIRE RATED MDF MAINTENANCE ACCESS PANEL. DOOR PANEL FINISH TO MATCH CEILING COLOUR 13 E 15 16 17 NB NC 14 UP 9153 3 9153 MARKET PLACE EX FFL 31.2 m 13 15 16 17 14 4 9153.1 9153.1 4 9153 3 9153.2 9153.2 9153.2 SUR-XXX SUR-XXX MITRED TO ALL CORNERS WITH BIRD'S BEAK JUNCTION. TO BE POLISHED TO ALL EXPOSED EDGES. MOISTURE RESISTANT MDF SUBSTRATE, CONCEAL SECURE FIXED TIL-XXX LED STRIP LIGHTING WITH DIFFUSER, TO LIGHTING CONSULTANTS SPECIFICATIONS EQUAL ANGLE, FINISHED IN POW-001 TO TRIM TIL-XXX Do not scale this drawing. Verify all dimensions on site before commencing any work. Copyright © This drawing remains the property of Malone Buchan Laird & Bawden Pty Ltd. Reproduction in whole or in part without prior consent is forbidden. A member of W www.buchan.com.au +61 2 9566 1611 (PO Box 11 Pyrmont, NSW 2009) AUSTRALIA Level 1, Kelly Street Ultimo, Sydney NSW 2007 Architecture+Master Planning+Interiors+Graphics ACN 066 985 046 ABN 56 069 344 614 MaloneBuchanLaird&BawdenPtyLtd TheBuchanGroup Nominated Architect: Anthony Palamara NSW ARN 7274 @A0 dwndwgnoissue scale projno plottedat created file TENDER ISSUE CLIENT: PROJECT MANAGER: 50 Smith Street, Wentworthville, NSW 2145 Australia 02 8868 9200 info@wentyleagues.com.au Level 4, Glen Street, Milson Point, NSW 2061 Australia 02 9923 2115 W www.pureprojects.com Tenancy 3, 117 Willoughby Road Crows Nest NSW 2065 Level 5, 37 Pitt Street Sydney NSW 2000 Level 6, 189 Kent Street Sydney NSW 2000 Level 4, 362 Kent Street Sydney NSW 2000 4/140 Bourke St, Melbourne VIC 3000 2/6 Faraday Road, Padstow NSW 2211 Suite 2, Level 1, 33 Herbert Street St Leonards NSW 2065 As indicated 17/07/2017 16:13:35 C:\Users\mcurtis\Revit Projects\209073-WEN_DA-R16-170608_mcurtis.rvt 0 WENTY LEAGUES CLUB 50 SMITH STREET, WENTWORTHVILLE NSW 2145 209073 SEP 2015 TBG 9153.2 GF - THE PLAZA - CHEF'S GRILL- JOINERY DETAILSSHEET 3 OF 4 A20 CHEF'S GRILL PICK UP COUNTER SECTION DETAILS 4 20 CHEF'S GRILL DISPLAY WALL SECTION DETAILS 5 1 20 CHEF'S GRILL P.O.S COUNTER SECTION DETAILS 3 Scale: 7131 100 1 CHEF'S GRILL JOINERY KEY PLAN Scale: 9154 100 2 CHEF'S GRILL JOINERY KEY ELEVATION issuedaterevisionintsauth 015.07.17FOR TENDERTBGAP Scale: 9153.2 6 TYPICAL COUNTER & TILE JUNCTION SECTION Scale: 7 CHEF'S GRILL 3D
B-8 B-4 B-3 B-9 B-10 B-B B-C B-D B-E B-F B-G B-H B-I B-J POOL 1 AD-HB3301 AD-HB3303
AD-HB3302 1 AD-HB3304 B-5 SUNKEN BAR POOL PODIUM TERRACE 77 m² 825.57 ft² FEMALE CHANGE ROOM 122 m² 1315.43 ft² GYM 114 m² 1222.65 ft² 3B 116 m² 1251.49 ft² 3B 76 m² 813.26 ft² 2B 75 m² 812.56 ft² 2B 76 m² 813.26 ft² 2B 76 m² 813.96 ft² 2B 78 m² 843.16 ft² 2B 114 m² 1226.44 ft² 3B 114 m² 1231.40 ft² 3B AC AC ACAC AC AC AC 22 m² 233.58 ft² POOL STORE SLAB EDGE SLAB EDGE SLAB EDGE 77 m² 824.90 ft² MALE CHANGE ROOM 35 m² 374.58 ft² BAR STORE BAR SLAB EDGE B-6 SUNKEN BAR SLAB EDGE VOIDVOIDVOID SLAB EDGE SLAB EDGE SKY STREET 11 m² 117.53 ft² POOL PLANT POOL PLANT GARBAGE CHUTE B-A B-2 B-1 B-7 1000 600 1200 200 200 200 0 FFL 19.462 63' 10 7/32" 0 0 AC AC AC AC 200 200 400 400 450 600 600 450 600 600 SOIL DEPTH: 1000mm 600 200 200 SOIL DEPTH: 600mm -400 WATER DEPTH: 300mm -400 WATER DEPTH: 600mm SOIL DEPTH: 1000mm WATER DEPTH: 1500mm WATER DEPTH: 1000mm SOIL DEPTH: 1000mm SOIL DEPTH: 600mm 200 BRIDGE VOID SLAB EDGE VOID SOIL GENERATOR SMOKE SHAFT WATER STRONG ELECTRICAL WELL WATER LOW VOLTAGE WELL AD-HB3306 1 AD-HB3307 C-A C-B C-C C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-D
23' 7 7/8" 7210 29' 6 5/16" 9000 29' 6 5/16" 9000 29' - 6 5/16" 9000 29' 6 5/16" 9000 29' 6 5/16" 9000 29' 6 5/16" 9000 29' 6 5/16" 9000 29' 5/16" 9000 259' - 10 1/2" 79210 91204930928065506080 35960 826066153885105001050010500105008155 68915 20'3 1/8" 6175 21'0 5/16" 6410 29'6 5/16" 9000 24'7 1/4" 7500 29'6 5/16" 9000 29' 6 5/16" 9000 29'6 5/16" 9000 29'6 5/16" 9000 13'9 3/8" 4200 15'9" 4800 1 AD-HB3305 BOUNDARY GARBAGE CHUTE WATER LOW VOLTAGE WELL STRONG ELECTRICAL WELL LIFT 6 LIFT 6 LIFT 7 ANTE PW PW FS5 FS4 ANTE FS6 ANTE FOYER VOID VOID VOID TERRACE FOYER FOYER LOBBY BOUNDARY BOUNDARY FFL 19.462 63' 10 7/32" 3B 2B 3B 2B 2B 2B 2B 3B 3B SOIL SLAB EDGE VINE MESH SLAB EDGE VINE MESH VINE MESH VINE MESH VINE MESH SLAB EDGE SLAB EDGE SLAB EDGE 500 SLAB EDGE PERGOLA BELOW AC LIFT 1LIFT 2LIFT 3LIFT 4 LIFT 5 PW PW PW PW FS1 FS2 5 AD-HB3507 KEY PLAN D1 D2 D3 D4 B1 B2 A C G1 G2 G3 G4 G5 G6 KBZ B A Y I N T N A U N G R O A D HLAING RIVER 0246810 m [Status] [Dwg No] [Rev] [Scale] [Project] [Client] Level 1, 7 Kelly Street, Ultimo, Sydney, NSW 2007, Australia www.buchan.com.au +61 2 9566 1611 [Ref] [Nom. Architect] [File] [Print Date] History 1 : 250 @ A1 G 11/2/2017 11:46:33 AM 216121AD-HB3204 DCFACADE JASMINE CITY CONCEPT LEVEL 04 BRIDGE LVL THE BUCHAN GROUP 1 : 250 B3 LEVEL 04 1 [Rev#][Description][Date] ADRAFT01.09.2017 BDRAFT08.09.2017 CDRAFT22.09.2017 DPRELIMINARY ISSUE29.09.2017 ECONCEPT ISSUE13.10.2017 FSUBMISSION ISSUE20.10.2017 GSUBMISSION ISSUE02.11.2017
1
C-E
Ground Floor FFL 5.462 FFL 17' - 11 1/32" LEVEL 02 FFL 12.462 FFL 40' 10 5/8" LEVEL 04 FFL 19.462 FFL 63' - 10 7/32" LEVEL 05 FFL 22.962 FFL 75' 4 1/32" LEVEL 06 FFL 26.462 FFL 86' - 9 13/16" LEVEL 07 FFL 29.962 FFL 98' - 3 19/32" LEVEL 08 FFL 33.462 FFL 109' 9 13/32" LEVEL 09 FFL 36.962 FFL 121' 3 3/16" LEVEL 10 FFL 40.462 FFL 132' 9" LEVEL 11 FFL 43.962 FFL 144' 2 25/32" LEVEL 12 FFL 47.462 FFL 155' 8 19/32" LEVEL 13 FFL 50.962 FFL 167' 2 3/8" LEVEL 14 FFL 54.462 FFL 178' 8 3/16" LEVEL 15 FFL 57.962 FFL 190' 1 31/32" LEVEL 16 FFL 61.462 FFL 201' 7 3/4" LEVEL 17 FFL 64.962 FFL 213' 1 9/16" LEVEL 18 FFL 68.462 FFL 224' 7 11/32" LEVEL 20 FFL 75.462 FFL 247' 6 15/16" LEVEL 22 FFL 82.462 FFL 270' 6 17/32" LEVEL 23 FFL 85.962 FFL 282' 0 11/32" LEVEL 24 FFL 89.462 FFL 293' 6 1/8" LEVEL 25 FFL 92.962 FFL 304' 11 29/32" LEVEL 26 FFL 96.462 FFL 316' 5 23/32" LEVEL 27 FFL 99.962 FFL 327' 11 1/2" B-8 B-4 B-3 Basement Parking Level 1 FFL 1.962 FFL 6' 5 1/4" Basement Parking Level 2 FFL -1.538 FFL -5' 0 9/16" B-9 B-10 LEVEL 03 FFL 15.962 FFL 52' 4 7/16" LEVEL 19 FFL 71.962 FFL 236' 1 5/32" LEVEL 01 FFL 8.962 FFL 29' - 4 27/32" LEVEL 21 FFL 78.962 FFL 259' 0 3/4" B-5 B-6 B-2 B-1 B-7 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 BOUNDARY WATER SERVICES PARKING PARKING COLONNADE
PARKING PARKING RETAIL SERVICES GARBAGE LOADING BAY PARKING PARKING LANDSCAPING PARKING PARKING 1 15 1 3 1 6 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 11' 5 13/16" 3500 11'5 13/16" 3500 LANDSCAPED TERRACE LANDSCAPED TERRACE BRIDGE KEY PLAN D1 D2 D3 D4 B1 B2 A C G1 G2 G3 G4 G5 G6 KBZ B A Y I N T N A U N G R O A D HLAING RIVER 02.557.51012.5m [Status] [Dwg No] [Rev] [Scale] [Project] [Client] Level 1, 7 Kelly Street, Ultimo, Sydney, NSW 2007, Australia www.buchan.com.au +61 2 9566 1611 [Ref] [Nom. Architect] [File] [Print Date] History 1 : 250 @ A1 D 11/2/2017 12:36:59 PM 216121AD-HB3306 DCFACADE JASMINE CITY CONCEPT SECTION 6 THE BUCHAN GROUP /7274 1 : 250 SECTION 06 1 [Rev#][Description][Date] APRELIMINARY ISSUE29.09.2017 BCONCEPT ISSUE13.10.2017 CSUBMISSION ISSUE20.10.2017 DSUBMISSION ISSUE02.11.2017
JADE FOREST
UP UP A B C D E F G M N P R T U 780078007800540024003000 7800 7800 7800 7800 7800 50 50 50 50 50 50 50 50 50 50 50 50 5 0 5 0 50 50 C1 C5 C7 C1 C1 C3 C1 C5 C5 C3 C1 C2 C2 C6 C2 C5 C2 C5 C13 C5 C3 C2 C5 C3 C12 C5 C2 C6 C3 C5 C2 C6 C4 C1 SFL: 62.915 m 425 1400 2925 SFL: 62.915 SFL: 62.915 SFL: 62.915 m SFL: 62.915 m SFL: 62.915 m SFL: 62.915 SFL: 62.915 50 8 5 8 5 8 5 8 5 85 FHR FHR 50 50 600 80 2590 1420 215mm 2100 146 24451090 1837 44 1648634 1639 44 3781569 2442 100 1446737 229 1334 44 2450 171 2463 44 1294 179 1658 171 1645 2183 445 3800 150 1401 Hyd. Hyd. Hyd. Hyd. Hyd. 146 1850 44 1641 1067 44 10321316 8444 14001032818 325881 44 10721360 44 15951652673 154 2088365 44 1854737 Hyd. Hyd. Hyd. 1353 1884 44 1184 1248 434 350 351 54 421 416 223 36 580 429 34 74 9 96 42 49 82 63 54 36 70 6 58 15 58 HYD 215mm HYD 17 5 5 104 0 157 99 74 188 7 7 629 400 289 215 1348 44 805 1645 145 1658 805 44 1306 250 58 6 58 6 2 49 1629 5 0 499 54 750345236484 44 3250 5 0 50 44 C25 2037963 215mm 30 12 13 14 15 16 17 18 19 20 21 22 23 222 949 1355 2690 2900 8200 1800 8000 3500 650 2525 5415 125 125 650 500 920 655 175 1500 1500 700 1500 125 125 125 00 530 830 500 890 10 30 30 80 830 120 0 915 780 1100 830 75mm 75mm 75mm 75mm HOB 75mm 75mm HOB 75mm 75mm HOB 200 150 150 200 133 400 430 15093 54 2300339 2430 172 1475 150 150 150 150 150 150 200 200 200 200 200 200 150 200 150 150 200 150 150 150 150 150 150 150 150 150 200 150 150 1023 798 Hyd. Hyd. Hyd. 74 10 01 11 820 591 1232 394 3941869 1253475 1850 600 248 695 1959 4 A11‐006 4 A11‐007 3 A11‐008 Hyd. 2432 44 1021 826 225 222 834 1016 44 2432 337 834 101644 2432 7550 0 1645 222 142 576645 44 237 429 44 288 1573 254 300 C19 85 85 85 85 8 5 85 40 5 15 2165 49170 1000 0 440 500 374 500 300 1300 120 150 1200 275 2895 150 105 4375 2155 215 1710 215 2780 215 510 145 215 1670 215 15 15 SFL: 63.000 SFL: 62.915 SFL: 62.915 m SFL: 62.915 200 Hyd. Hyd. Hyd. 947917 810 150 B15 85 10 10 8 5 B15 75mm HOB 830 830 100 20 83 175 03 665 1100 46904140 150145 B15 250 250 200 150 150 200 150 200 250 250 00 250 200 2221850 200 970 747 3209 489 50 23 20 140 1360 20 50 0 200 250 250 250 150 250 250 650 650 C1 175 175 285 175 175 600 175 125 175 300 495 C5 125 495 1500 3325 325 43903840 325 650 225110 C5 C7 C7 C7 5 150 5 150 475 1920 4310 475 C3 C3 4600 250 2950 650 C8 1375 C20 295 295180 670 140 240235 75mm HOB 350125 150 240235 3375 240 1550 4751315 150 1040 790 665 150 2270 470 265 2600 200 320 150 320 150 320 610 320 150 3451 1570 220 3301 1483 175 1525 60° C35 5240 350 2350 1670 1330 0 78 275 1 50 200 5 1795 10 900 150 150 15 4765 5 30 1433 1890 0 10 6 10 22 150 150 220 610370 03 78 105 150 370 3700 23 1827 3430 22 150 370 2490 3280 172 150 370 75mm HOB 150 150 150 70 370 2380 80 140300 405 150 4257 300 100 125 285175 150 405 80 105 260 75mm HOB 47542153665475 7575 75mm HOB 175 150 180295 295180 2952210150 224 54 50 50 1150 755 793 595 564 400 50 580426 431 26 1821 254 8251821 44 1632 701821 50 50 288 54 50 500 1500 2000150 200 2368 2452 600 10 1108 2432 44 1021 826 225 250 600 1850 222 29 9 80 576 7 00 107 014 222 600 2114 1140 53 6 40 50 38254120 40883697 15 670 5 0 500 370 7 00 0 186 SFL: 62.915 85 85 110440202099034512002590105 10 75 85 2330 416580 580416 580416 429580 1416 ISSUED FOR CONSTRUCTION THE BUILDER SHALL CHECK VERIFY ALL DIMENSIONS, NOTATIONS AND THE LIKE ON SITE PRIOR TO THE COMMENCEMENT OF ANY BUILDING AND/OR EARTHWORKS. SHOULD ANY DISCREPANCY BETWEEN THE DOCUMENTATION OR ANY OTHER WRITTEN DOCUMENT DIRECTLY RELATED TO THIS PROJECT ARISE, THE BUILDER SHALL NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY FOR RESOLUTION. THIS, OR ANY OTHER DRAWING FOR THIS PROJECT, SHALL NOT BE SCALED. REFER TO THE ARCHITECT FOR ANY CLARIFICATION. THIS DOCUMENT HAS BEEN PREPARED SOLELY FOR THE PURPOSES INTENDED AND REMAINS THE PROPERTY OF THE AUTHOR. THIS DRAWING AND RELATED DOCUMENTATION SHALL NOT BE MODIFIED IN ANY MANNER WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE AUTHOR. THIS DRAWING COPYRIGHT PROTECTED 2014. NORTHSCALE @ B1 DATE CHECKED BY DRAWN BY DRAWING TITLE PROJECT NUMBERREVISION DRAWING NUMBER PROJECT CLIENT NOTES KEYPLAN 26/05/2015 6:23:29 PM 1 100 E C:\Users\Win7\Documents\Revit Project Folder\2014-25 PG-2A_ARCH_jcaulfield.rvt 01.09.14 JC ACA STAGE 2A CONCRETE PROFILE SIXTH FLOOR, BUILDING 2 A09-602 2014-25 PUTNEY HILL: THE GARDENS 600 VICTORIA RD PUTNEY NSW 2112 FRASER PROPERTY GROUP THIS DRAWING IS TO BE READ IN CONJUNCTION WITH A00‐001 AND THE A12 SERIES (WALL TYPES). WALLS TAGGED IN THIS DRAWING ARE STRUCTURAL AND/OR CMU ONLY WITH NO ALLOWANCES FOR FINISHES. REFER TO A14 SERIES (WALL SETOUTS) FOR WALL FINISHES. ‐ ALL WALL DIMENSIONS ARE TO CENTRE OF STRUCTURE/CORE U.N.O. ANY WALL NOT DIMENSIONED IS ASSUMED TO BE CENTRED ON GRID. ‐ ALL COLUMNS NOT DIMENSIONED ARE ASSUMED TO BE CENTRED ON INTERSECTING GRIDS. NO.DATEBYDESCRIPTION 101.09.14HZISSUED FOR CC 211.11.14JCISSUED FOR COORDINATION A23.03.15JC/FHISSUED FOR CONSTRUCTION B08.04.15JC/FHFLOOR WASTES REVISED C14.04.15JCCONCRETE COWLS REVISED D15.04.15JCDOOR SCHEDULES WALL SETOUTS REVISED E26.05.15JC/FHCHANGES PER DA 28
SM STUDY STORAGE E.L. ROBE ROBE ROBE ROBE A B 1 2 3 ALIGN TO MULLION CENTRE CENTRE TO BASIN CENTRE TO CISTERN CENTRE TO SHOWER ROSE CENTRE TO BATH CENTRE TO TILE GROUT CENTRE TO BASIN CENTRE TO CISTERN CENTRE TO TILE GROUT CL TO CENTRE OF TILE BELOW TO CENTRE OF TILE BELOW 2115 2415 2415 2715 2415 2415 2415 2415 2715 2415 2715 2415 2415 2415 EQEQ EQ EQ. EQEQ 1500 1500 EQEQ EQEQ EQEQ EQEQ EQEQ 520 EQEQ 2415 EQEQ 2.4m Diffuser 2.2m Diffuser 2.2m Diffuser 2415 2415 2415 EQEQ 900 EQEQ EQEQ EQEQ IF BULKHEAD HERE (W202) GRILLE TO BE CENTERED TO SPACE. A B 1 2 3 6 ‐A18‐301 11 A18‐105 1 A18‐201 EQ EQ EQ155EQ 1551400 EQEQ MIN. 900 A B 1 2 3 921526 64 17831133 64 2129 64 P02/S09/P02 ‐/S06/P02 P01/S06/P01 3478 600 92 64 64 45 ‐/S16/P03 P02/S06/P02 P02/S06/P01 ‐P02/S06/P02 ‐/S16/P09 P02 ‐P02/S06/P01 P02/S06/P01 P02/S06/P01 P02 ‐P02 ‐ ‐ ‐ ‐64 43 P02/S06/P02 ‐/S06/P02 ‐‐P02/S06/P01 P02/S06/P01 43 64 118 77 64 64 64 64 138 118 64 64 64 711 64 246 64 91 870 9164 92390251 1392 6491 870 9164 754 64 3264323064 3142 6473 10006694562396 11877 64214642396 ‐/S16/P10 ‐64 24 64 1466641783 A B 1 2 3 64 24 64 96664870641349 B IF BULKHEAD HERE (W202) GRILLE TO BE CENTERED TO SPACE. EQEQ EQ EQ 2A2 FIRST FLOOR 2A1 FIRST FLOOR OSD LOBBYD W502 STA TA N1 N104 N106 N107 ISSUED FOR CONSTRUCTION THE BUILDER SHALL CHECK VERIFY ALL DIMENSIONS, NOTATIONS AND THE LIKE ON SITE PRIOR TO THE COMMENCEMENT OF ANY BUILDING AND/OR EARTHWORKS. SHOULD ANY DISCREPANCY BETWEEN THE DOCUMENTATION OR ANY OTHER WRITTEN DOCUMENT DIRECTLY RELATED TO THIS PROJECT ARISE, THE BUILDER SHALL NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY FOR RESOLUTION. THIS, OR ANY OTHER DRAWING FOR THIS PROJECT, SHALL NOT BE SCALED. REFER TO THE ARCHITECT FOR ANY CLARIFICATION. THIS DOCUMENT HAS BEEN PREPARED SOLELY FOR THE PURPOSES INTENDED AND REMAINS THE PROPERTY OF THE AUTHOR. THIS DRAWING AND RELATED DOCUMENTATION SHALL NOT BE MODIFIED IN ANY MANNER WHATSOEVER WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE AUTHOR. THIS DRAWING COPYRIGHT PROTECTED 2014. NORTHSCALE @ B1 DATE CHECKED BY DRAWN BY DRAWING TITLE PROJECT NUMBERREVISION DRAWING NUMBER PROJECT CLIENT NOTES KEYPLAN 7/14/2015 10:41:49 AM 1 50 B C:\Users\Frazad\Documents\Revit Projects\2014-25 PG-2A_ARCH_Farzad.rvt 02.02.15 JC ACA STAGE 2A APARTMENT TYPES TYPICAL APARTMENT - TYPE 210 A17-210 2014-25 PUTNEY HILL: THE GARDENS 600 VICTORIA RD PUTNEY NSW 2112 FRASER PROPERTY GROUP 1 50 4 REFLECTED CEILING PLAN 1 50 1 FLOOR PLAN 1 50 3 WALL SETOUT 1 50 2 FLOOR PLAN (W202 ONLY) NO.DATEBYDESCRIPTION 114.11.14KGPRELIMINARY ISSUE 204.02.15KG/FHLOBBIES REVISED; DOCUMENTATION ADDED 318.02.15KG/FHISSUED FOR TENDER 413.03.15KG/FHTYPICAL APARTMENTS UPDATED 531.03.15KG/FHWALL SETOUTS UPDATED 620.04.15HZWALL SETOUTS REVISED 704.06.15JCCHANGES PER DA 37 805.06.15JCCHANGES PER DA 37 A24.06.15KG/FH/HZCONSTRUCTION ISSUE B14.07.15FHREVISED PER MARKUP

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