PROPOSED RESTAURANT FITOUT
3
C ADO M A STR EET PROPOSED WORK SHOP 15 JE LL IC O STR E ET INDICATIVE LOCATION OF THE NEW MECHANICAL EXHAUST FAN ON THE ROOF FOR THE KITCHEN HOOD ACCESSIBLE TOILET FEMALE TOILET MALE TOILET T1 50.8 SQ.M. T2 176 SQ.M. T3 85.7 SQ.M. T4 92 SQ.M. T14 98.9 SQ.M. T5 & 6 157.7 SQ.M. PROPOSED WORK T15 91.8SQ.M. EXISTING FIRE HOSE RELL AIRLOCK SO U TH E N TRY THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK OR MAKING OF ANY SHOP DRAWINGS. FIGURED DIMENSIONS MUST BE USED IN PREFERENCE TO SCALED DIMENSIONS. ALL SCALED DIMENSIONS MUST BE VERIFIED ON SITE. THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. PROJECT No.: PROJECT: DRAWING TITLE: SCALE: DRAWING No.: REASON FOR ISSUE REVISION: PROJECT ADDRESS: CLIENT: PROJECT DATE: DEVELOPMENT APPLICATION ARCHITECT 設計師 DAVID WAI HO AU PHONE 電話 0410595465 EMAIL 電郵 [email protected] WEBSITE 網站 MINDARCHITECTS.COM.AU As indicated @ A1 A 21/07/2021 2:07:06 PM 2122 PROPOSED RESTAURANT FITOUT COVER DA00 SHOP 15, MOWBRAY MARKETPLACE YUMEMI MARCH 2021 PROPOSED RESTAURANT FITOUT FOR YUMEMI PTY LTD SHOP 15, MARKETPLACE, MOWBRAY ARCHITECTURAL & ENGINEERING DRAWING DRAWINGS NO. DRAWING NAME CURRENT REVISION DA00 COVER A DA01 PROPOSED DEMOLITION PLAN A DA02 PROPOSED FLOOR PLANS - LEVEL GROUND A A/C ADJ AF AFFL AHD AL AP AS BF BG BH BL BLK BMT BR C.O.S CFC CH CHS CJ CL CONC CPT CTS D DAR DIA DP DR EG EQ EX F FC FFL FL FR FRL FT GFA GL HB HD HDG KP LAM LOC MDF MF MIR MRS NCC NGL NIC NTS O/H PB PF PFC PLY RHS RL Rw RWH S SD SFL SHS SK SL SS ST TBA TH TRH TV TYP U/G U/S UB UC UNO UPH UR VF W WC WP WT ABBREVIATIONS GENERAL ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE, ALL RELEVANT AUSTRALIAN STANDARDS AND LOCAL AUTHORITY BY-LAWS. DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE SPECIFICATION FOR FULL EXTENT OF WORKS. ALL DIMENSIONS ARE IN MILLIMETERS. DO NOT SCALE OFF DRAWINGS ANY DISCREPANCIES IN THE DOCUMENTATION ARE TO BE RAISED WITH THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION AND/OR FABRICATION. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS' DOCUMENTATION FOR FULL EXTENT OF WORKS. CONTRACTOR TO CONFIRM ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION AND FABRICATION. PLANS AND ELEVATIONS INDICATIVE ONLY. AMENDED DRAWINGS SHALL SUPERSEDE ALL PREVIOUS REVISIONS. HOARDING LOCATIONS ARE TO BE NEGOTIATED WITH THE PROPRIETOR PRIOR TO INSTALLATION. FIRE INDICES FOR MATERIALS , LININGS AND SURFACE FINISHES TO COMPLY WITH SPECIFICATION C1.10 OR C1.10A OF THE BUILDING CODE OF AUSTRALIA ALL NEW FIXED SURFACE FINISHES TO COMPLY WITH THE FOLLOWING FIRE HAZARD INDICES: SPREAD OF FLAME INDEX <=9 SMOKE DEVELOPED INDEX <= 8 IF THE SPREAD OF FLAME IS MORE THAN 5 OR FLOOR MATERIALS AND FLOOR COVERINGS, HAVE A CRITICAL RADIANT HEAT FLUX (CRF) NOT LESS THAN 1.2KW/M² IN A BUILDING NOT PROTECTED BY A SPRINKLER SYSTEM, HAVE A MAXIMUM SMOKE DEVELOPMENT RATE OF 750%/MINUTES WALL AND CEILING LINING MATERIALS MUST BE GROUP NUMBER 1, 2 OR 3 AS REQUIRED BY BCA SPECIFICATION C1.10A PROVIDE FALLS TO ALL FLOOR WASTES. CONTRACTOR TO ALLOW FOR SLAB SETDOWNS AS REQUIRED. CONTRACTOR TO ALLOW FOR GRINDING OF EXISTING SLAB UP TO 5MM TO MAKE GOOD EXISTING SLAB FOR INSTALLATION OF NEW SURFACES. CONTRACTOR TO INCLUDE APPLICATION OF AN APPROVED FLOOR TOPPING COMPOUND TO PROVIDE A LEVEL OF SUBSTRATE OF EXISTING IF REQUIRED. PAINT ALL NEW INTERNAL AND EXTERNAL PAINTABLE SURFACES IN CONSTRUCTION ZONE. U.N.O, PAINT ALL EXISTING COLUMNS ALL ITEMS USED IN THE WORKS ARE TO BE USED, FIXED, INSTALLED, APPLIED ETC. IN ACCORDANCE WITH THE MANUFACTURERS' SPECIFICATIONS. SITE ALL PROPOSED & EXISTING SURFACES ARE TO BE FLUSH. ALTER ALL PATHS, PAVING & SURFACES & PROVIDE TRANSITION OR THRESHOLD PLATES AS REQUIRED TO COMPLY WITH AS1428.1. ENSURE ALL EXTERNAL RAMPS, KERBS AND HANDRAILS COMPLY WITH AS1428.1 REQUIREMENTS. CONTRACTOR TO CONFIRM ALL EXISTING SITE LEVELS AND FALLS. ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT IMMEDIATELY. ENSURE ALL CHANGE IN FLOOR FINISHES ARE FLUSH. ALLOW FOR THRESHOLD PLATES WHERE REQUIRED TO COMPLY WITH AS1428.1. ALLOW FOR TRENCHING EXTERNALLY FOR NEW ELECTRICAL, HYDRAULIC AND STRUCTURAL SERVICES. BUILDER TO ALLOW FOR POWER TO NEW EXTERNAL SIGNAGE AND LIGHTING. PROPOSED LEVEL CHANGES ARE SHOWN INDICATIVE AND ARE SUBJECT TO LEVEL SURVEY FOR CONFIRMATION. DEMOLITION DEMOLITION WORKS SHALL OCCUR IN A STAGED MANNER IN LINE WITH THE CONTRACT REQUIREMENTS WITH MINIMUM DISRUPTION TO THE DAILY ACTIVITIES OF BUILDING OCCUPANTS. PUBLIC AREAS SHALL BE KEPT FREE OF DEBRIS AND DUST AT ALL TIMES. REDUCE AND RESTRICT DUST GENERATED BY DEMOLITION WORKS TO A PRACTICAL MINIMUM. PROTECT PROPERTY WHICH IS TO REMAIN FROM DAMAGE, USE APPROPRIATE MEANS INCLUDING SHORING, PROTECTIVE SCREENS AND THE LIKE. REFER TO SERVICES CONSULTANTS’ DRAWINGS AND INSTRUCTIONS FOR EXTENT AND PROCEDURE FOR DEMOLITION WORKS TO EXISTING MECHANICAL, ELECTRICAL AND FIRE PROTECTIVE SERVICES. WHERE NOT SHOWN ON THE DRAWINGS, ALLOW TO REMOVE ALL REDUNDANT EXISTING SERVICE CONDUITS, PIPES, EQUIPMENT AND MAKE GOOD AS NECESSARY. REDUNDANT SERVICES SHALL BE SEALED OFF AT THE MAIN LINE AND REMOVED REMOVE ALL WALLS SHOWN AS BROKEN LINE, MAKE GOOD ALL SURFACES AFFECTED. REMOVE ALL PROTRUDING FLOOR FIXINGS, FILL BOLT HOLES AND MAKE GOOD ANY DAMAGE TO FLOOR SURFACE, MAKE GOOD DISUSED FLOOR PENETRATIONS TO MAINTAIN FIRE RATINGS. ENSURE ALL SERVICES ARE DISCONNECTED PRIOR TO DEMOLITION, REMOVE AND DISPOSE OF ALL EXPOSED REDUNDANT WIRING AND SERVICES (REFER CONSULTANT DRAWINGS AND INSTRUCTION). ALL FLOOR FINISHES TO BE REMOVED, MAKE GOOD ALL SECTIONS OF FLOOR FINISH AFFECTED BY DEMOLITION WITH CONCRETE SCREED TO MATCH ADJACENT LEVEL. THE CONTRACTOR IS TO LOCATE AND IDENTIFY ALL EXISTING SERVICES PRIOR TO COMMENCING DEMOLITION WORKS AND PROVIDE APPROPRIATE ALTERNATIVE CONNECTIONS TO ENSURE NO INTERRUPTION TO ANY SERVICE TO THIS FACILITY, ADJOINING TENANCIES, AND PROPERTIES. FLOOR ALL NOMINATED FLOORING IS TO BE LAID IN STRICT ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS. ANY SUB- FLOOR PREPARATION OR LEVELLING REQUIRED IS TO BE INCLUDED IN THE TENDER. TENDERERS ARE TO VISIT THE SITE TO ESTABLISH EXTENT OF FLOOR PREPARATION REQUIRED. SCABBLE AND PREPARE EXISTING SUBSTRATES FOR THE INSTALLATION OF NEW FLOOR FINISHES IN ACCORDANCE WITH THE SPECIFICATION, THIS IS TO INCLUDE THE INSTALLATION OF AN APPROVED TOPPING COMPOUND WHERE REQUIRED TO PROVIDE A SUITABLE LEVEL SUBSTRATE FOR THE SPECIFIED FLOOR FINISH. ANY PENETRATIONS TO THE FLOOR MUST BE SUITABLY FIRE STOPPED & SEALED TO COMPLY WITH STATUTORY REGULATIONS AND SHOULD BE COORDINATED WITH STRUCTURAL ENGINEER TO DETERMINE STRUCTURAL LIMITATIONS. ALL FLOORS ARE TO FALL TO FLOOR WASTES WITH A MINIMUM OF 1:100 FALLS UNLESS NOTED OTHERWISE ON DRAWINGS. ALLOW FLUSH FINISH BETWEEN ALL ADJACENT FLOOR FINISHES UNLESS NOTED OTHERWISE. PROVIDE AND INSTALL APPROVED ALUMINIUM COVER STRIPS AT JUNCTION OF DIFFERENT FLOOR SURFACES (CARPET / FLOOR MAT / TILE / VINYL JUNCTIONS). EDGES OF STRIPS TO FINISH FLUSH AGAINST FINISHED FLOOR SURFACE. ANGLES AND STRIPS SHALL BE SET SO THAT JOINT BETWEEN MATERIALS SHALL BE MADE CENTRALLY UNDER DOOR OR CENTRALLY IN OPENING WHERE NO DOOR IS FITTED. ANGLES ARE TO BE IN LARGEST POSSIBLE RUNS, SIZED TO SUIT APPLICATION AND NEATLY MITRED AT JUNCTIONS. NON SLIP FINISHES TO BE PROVIDED TO ALL FLOOR FINISHES COMPLIANT WITH AS 4586. BUILDER TO VERIFY SLIP RATING COMPLIANCE BEFORE INSTALLATION. WALLS, PARTITIONS & GLAZING ALL WALLS TO BE SUPPLIED & INSTALLED BY SHOP FITTER IN ACCORDANCE WITH THE INTERNAL WALL PLAN & WALL TYPE LEGEND. U.N.O, REFER TO LEGEND FOR WALL TYPE. WALLS ARE TO BE BUILT FULL HEIGHT U.N.O. ALL GLAZING SHALL BE BUTT-JOINTED UNLESS OTHERWISE NOTED. ALL GLAZING SHALL BE IN ACCORDANCE WITH AS 1288-2006 AND AS2208, U.N.O. THE CONTRACTOR SHALL SUPPLY A STATEMENT CERTIFYING THAT ALL GLAZING CONFORMS TO ALL REQUIREMENTS AND CODES. SERVICE PIPES TO BE NOTCHED INTO NEW STUD AND EXISTING WALLS. WALLS BEHIND COOKING EQUIPMENT TO BE LINED WITH FIRE RESISTANT BUILDING BOARD AS PER GAS AUTHORITY REQUIREMENTS. THE BUILDER IS TO CO-ORDINATE WITH NOMINATED SERVICES CONTRACTORS TO ENABLE CONCEALED PIPEWORK, POWER AND CABLE RETICULATION WITHIN WALL PARTITIONS. THE BUILDER IS ALLOW FOR WALL CAVITIES AND VOIDS REQUIRED TO HOUSE EQUIPMENT AND FITTINGS SPECIFIED . PROVIDE ADDITIONAL SUPPORT IN THE FORM OF NOGGINS, TRIMMERS AND STUDS FOR FIXING LININGS, FIXTURES AND FITTINGS SPECIFIED. BRACE ALL WALLS WHERE REQUIRED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND GOOD BUILDING PRACTICE. ALL WORK TO BE CARRIED OUT BY APPROVED AND QUALIFIED TRADESMEN ONLY AND INSTALLED IN ACCORDANCE WITH BEST TRADE PRACTICE. NOTES: AIR CONDITIONING ADJUSTABLE APRON FLASHING ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM ALUMINIUM ACCESS PANEL AUSTRALIAN STANDARD BARGE FLASHING BOX GUTTER BULKHEAD BOLLARD BLOCKWORK BASE METAL THICKNESS BRICKWORK CONFIRM ON SITE COMPRESSED FIBRE CEMENT CEILING HEIGHT CIRCULAR HOLLOW SECTION CONTROL JOINT CENTRE LINE CONCRETE CARPET CENTRES DOOR DRESSED ALL ROUND DIAMETER DOWNPIPE DRAWER EAVES GUTTER EQUAL EXISTING FIXED GLASS FIBRE CEMENT FINISHED FLOOR LEVEL FLASHING FRIDGE FIRE RESISTENCE LEVEL FLOOR TILE GROSS FLOOR AREA GLASS HAND BASIN HAND DRYER HOT DIP GALVANISED KICK PLATE PLASTIC LAMINATE LOCK MEDIUM DENSITY FIBREBOARD METAL FINISH MIRROR METAL ROOF SHEET NATIONAL CONSTRUCTION CODE NATURAL GROUND LINE NOT IN CONTRACT NOT TO SCALE OVERHEAD PLASTERBOARD PAINT FINISH PARALLEL FLANGE CHANNEL PLYWOOD RECTANGULAR HOLLOW SECTION REDUCED LEVEL WEIGHTED SOUND REDUCTION INDEX RAINWATER HEAD SINK SOAP DISPENSER STRUCTURAL FINISHED LEVEL SQUARE HOLLOW SECTION SKIRTING STRUCTURAL LEVEL STAINLESS STEEL STONE TO BE ADVISED THRESHOLD TOILET ROLL HOLDER TIMBER VENEER TYPICAL UNDERGROUND UNDERSIDE UNIVERSAL BEAM UNIVERSAL COLUMN UNLESS NOTED OTHERWISE UPHOLSTERY URINAL VINYL FLOORING WINDOW TOILET WALLPAPER WALL TILE CEILING CEILING HEIGHTS NOTED RELATE TO HEIGHT ABOVE FINISHED FLOOR LEVEL NEW CEILINGS ARE TO BE SUSPENDED FROM EXISTING STRUCTURE WITH RONDO SUSPENSION SYSTEM OR SIMILAR U.N.O - REFER TO REFLECTED CEILING PLAN FOR CEILING AND BULKHEAD HEIGHTS. CEILINGS ARE TO BE STRENGTHENED WHERE NECESSARY TO ENSURE STRUCTURAL ADEQUACY. FOR ANY CEILING MOUNTED FIXTURES OR FITTINGS INCLUDING LOADING. THE CONTRACTOR IS TO COORDINATE ELECTRICAL AND MECHANICAL SERVICES LAYOUTS AND ADVISE THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE FABRICATION AND INSTALLATION OF ANY ITEMS. WHERE NOT NOTED IN THE DOCUMENTS, THE CONTRACTOR IS TO ALLOW FOR ACCESS PANELS IN CEILING AND ADDITIONAL PANELS REQUIRED BY THE ELECTRICAL AND MECHANICAL EQUIPMENT. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL ACCESS PANELS ON SITE PRIOR TO FABRICATION AND INSTALLATION. MAKE GOOD EXISTING CEILINGS WHERE DAMAGED FOR NEW WORKS. ALLOW FOR NEW PAINT FINISH TO THE ENTIRE AREA WHERE CEILINGS ARE PATCHED. WHERE NOT NOTED IN THE DOCUMENTS, THE CONTRACTOR IS TO ALLOW FOR CABLE TRAYS AND THE ORGANISATION OF EXISTING, PROPOSED AND RELOCATED SERVICES. ALL CABLES AND LINES TO BE ORGANISED, NEAT AND TIDY. ROOF THE CONTRACTOR IS TO FLASH AND SEAL ALL PENETRATIONS THROUGH THE ROOF SHEETING TO ENSURE THE ROOF IS WATERTIGHT UPON COMPLETION. PROVIDE THE FLASHINGS, CAPPINGS, GUTTERS, RAINWATER HEADS, OUTLETS AND DOWNPIPES NECESSARY TO COMPLETE THE ROOF SYSTEM AS COMPLY TO AS/NZS 3500.3 WHERE NOT NOTED IN THE DOCUMENTS, THE CONTRACTOR IS TO ALLOW ROOF ACCESS, ANCHOR POINTS AND SAFETY SYSTEM. THE CONTRACTOR IS TO INSPECT THE ROOF PRIOR TO THE ACCEPTANCE OF THE CONTRACT. THE CONTRACTOR IS TO ALLOW FOR THE RECTIFICATION OF ANY VISIBLE DAMAGE TO THE EXISTING ROOFS AS THEY ARE FOUND DURING THE TENDER PERIOD. STAGING WHERE STAGING IS REQUIRED FOR THE CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE THE STAGING OF WORKS WITH CLIENT TO ENSURE FACILITIES IS OPERATIONAL & WORKS DO NOT IMPEDE TRADE. ANY ALTERATIONS TO AREAS OF HOARDING OR STAGING PROGRAM SHALL BE APPROVED BY CLIENT. JOINERY THE CONTRACTOR IS TO CONFIRM THE DIMENSIONS OF ALL EQUIPMENT AND APPLIANCES WITH THE PRINCIPAL PRIOR TO FABRICATION OF ANY JOINERY, FURNITURE, KITCHENS, RECEPTION, BARS ETC. THAT REQUIRE THIS COORDINATION. THERE SHALL BE NO EXTRAS GIVEN FOR FAILURE TO COORDINATE THE CONTRACTOR IS TO PROVIDE ADEQUATE SUPPORT AND FRAMING AS REQUIRED TO ENSURE THAT NO BOWING OF MATERIALS OCCURS OVER TIME. ALL FIXINGS ARE TO BE CONCEALED UNLESS OTHERWISE SPECIFIED AND APPROVED. ANY TIMBER AND VENEERS ARE TO BE OF THE FIRST QUALITY OF THE SPECIES AND GRADES REQUIRED TO COMPLETE THE WORKS AND BE STRAIGHT, SOUND, AND FREE OF DEFECTS OR MACHINE MARKINGS. CARCASES OF FIXTURES SHALL GENERALLY BE CONSTRUCTED FROM 18MM THICK WHITE MELAMINE FACED WATER RESISTANT GRADE PARTICLEBOARD, FULLY GLUED AND SCREWED, AND WITH ALL EXPOSED EDGES TO HAVE MATCHING ABS EDGE STRIPS. BACKS SHALL BE 5MM THICK MELAMINE FACED PLYWOOD; FACED ONE SIDE ONLY FACING INSIDE TO CUPBOARD. PROVIDE FIXED SHELVES OF SIMILAR MATERIAL. NUMBER GENERALLY AS SHOWN. SUPPORT ADJUSTABLE SHELVES (WHERE INDICATED) ON BRASS OR PLASTIC PROPRIETARY SHELF SUPPORTS. BENCH TOPS SHALL BE FINISHED AS SPECIFIED ON DRAWINGS ON 32MM HMR SUBSTRATE, U.N.O. PROVIDE MATCHING ABS EDGE STRIPS TO CABINET DOORS, OPEN SHELVING FOR ALL JOINERY AND BENCH TOPS. PROVIDE CUT-OUTS IN TOPS AS REQUIRED NEATLY CUT OUT WITH A ROUTER. ALL SURFACE LAMINATES ARE TO BE FIXED IN STRICT ACCORDANCE WITH MANUFACTURER’S SPECIFICATION. ALL EXPOSED FACE/ EXTERNAL FACE OF JOINERY SUCH AS DOORS, DRAWER FRONTS, KICKER, END PANEL ETC SHALL BE CONSTRUCTED OF 18MM THICK HMR MDF U.N.O, FINISHED WITH SELECTED LAMINATE TO FUTURE COLOUR SELECTION, WITH MATCHING HEAVY DUTY EDGE STRIPPING ALL ROUND. FULLY EXTENDABLE METAL DRAWER RUNNERS ARE TO BE USED THROUGHOUT UNLESS OTHERWISE NOTED. SOFT CLOSE MECHANISMS ARE TO BE USED ON ALL JOINERY DOORS AND DRAWERS UNLESS OTHERWISE NOTED. HARDWARE (HINGES, CATCHES, DRAWER HANDLES, POT DRAWER RUNNERS, ADJUSTABLE SHELF BRACKETS) ARE TO BE HAFELE OR EQUIVALENT STRUCTURAL WORKS ARE TO BE IN ACCORDANCE WITH BCA AND AUSTRALIAN STANDARDS. PARTICULAR ATTENTION NEEDS TO BE GIVEN TO THE SUPPORT OF ANY OVERHEAD FITTINGS OR FIXTURES AND WALL SYSTEMS INTENDED TO TAKE LOADING. NEW CONCRETE SLABS, FOOTING, RAMPS, NEW ROOF STRUCTURE AND WALLS ARE SUBJECT TO DETAILED DESIGN BY STRUCTURAL ENGINEER. SERVICES ALL MECHANICAL, ELECTRICAL, HYDRAULIC AND FIRE PROTECTION WORK ARE TO BE DESIGNED AND CERTIFIED TO COMPLY WITH RELEVANT TABLES OF THE BCA, AUSTRALIAN STANDARDS, AND ANY OTHER LOCAL STATUTORY AUTHORITY. ALL SERVICES EQUIPMENT IS TO BE INSTALLED AND CONNECTED AS PER MANUFACTURER SPECIFICATIONS. ALL WORKS ARE TO BE INSTALLED BY LICENSE AND CERTIFIED INSTALLER. AC CONTRACTOR IS TO CO-ORDINATE THE DESIGN AND LOCATION OF REGISTERS WITHIN THE PROPOSED LIGHTING AND REFLECTED CEILING PLAN AND NOTIFY ARCHITECT OF ANY PROPOSED CHANGES TO THE LAYOUT. THE CONTRACTOR IS TO PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING AS TO COMPLY WITH THE BCA, AUSTRALIAN STANDARDS AND ANY OTHER LOCAL STATUTORY AUTHORITY. FIRE HYDRANT & FIRE HOSE REEL INSTALLATIONS TO COMPLY WITH AS 2419.1 , AS 2441 & AS 1221. FIRE EXTINGUISHERS ARE TO BE INSTALLED IN ACCORDANCE WITH AS 2444 AND SUPPORTED ON WALL BRACKETS APPROXIMATELY 1M ABOVE FLOOR HEIGHT. 2A:20B:E DRY CHEMICAL EXTINGUISHER (ADJACENT ELECTRICAL SWITCHBOARD) 2A:40:B:E DRY CHEMICAL EXTINGUISHER (ADJACENT DEEP FRYER) LIGHTING TO COMPLY WITH BCA SECTION J ENERGY EFFICIENCY (PART J6) ARTIFICIAL LIGHTING & POWER. COMPLIANCE TO AS1428.1 CONSTRUCTION OF SANITARY COMPARTMENTS TO COMPLY WITH BCA (CLAUSE F2.5) INWARD SWINGING TOILET DOORS TO ENCLOSED SANITARY COMPARTMENTS MUST BE READILY REMOVABLE FROM THE OUTSIDE, UNLESS THERE IS A CLEAR SPACE OF AT LEAST 1.2M BETWEEN THE CLOSET PAN WITHIN THE SANITARY COMPARTMENT AND THE NEAREST PART OF THE DOORWAY. ALL NEW DOORWAYS TO MEASURE A MINIMUM OF 850MM CLEAR OPENING WIDTH – LEAF TO JAMB. DOOR APPROACH AND LATCH CLEARANCE TO BE PROVIDED TO SATISFY PROVISIONS FOR DISABLED ACCESS AND CIRCULATION IN ACCORDANCE WITH AS1428.1 GRAB RAILS TO BE INSTALLED TO DISABLED SANITARY FACILITIES IN ACCORDANCE WITH FIGURE 21 OF AS1428.1. A MINIMUM CLEARANCE OF 1100MM TO BE PROVIDED BETWEEN CLOSEST PAN AND HAND BASIN AND 300MM FROM THE DOOR SWING AND WASH BASIN. BRAILLE AND TACTILE SIGNAGE TO BE INSTALLED TO ALL SANITARY FACILITIES THAT COMPLY WITH SPECIFICATION D3.6 AND INCORPORATE THE INTERNATIONAL SYMBOL OF ACCESS. ISSUE REVISION DRN CHK / APP DATE A DEVELOPMENT APPLICATION DA DA 2/07/2021 Scale 1 : 20 SITE CONTEXT PLAN 1 Scale 1 : 500 AMENITY PLAN 2 PLANNING EXHIBITED DOCUMENTS Planning Administration DA 0406/2021 Ref. No: Date advertised: 07/08/2021 This document is subject to copyright and is protected by law. In displaying this document on its website the Council grants website users a non-exclusive licence to reproduce the document in their web browser for the sole purpose of viewing the content. The Council reserves all other rights. Documents displayed on the Council's website are intended for public perusal only and should not be reproduced without the consent of the copyright owner.
Transcript of PROPOSED RESTAURANT FITOUT
CA
DO
MA
ST
RE
ET
PROPOSED WORK
SHOP 15
JELLIC
O S
TR
EE
T
INDICATIVE LOCATION OF
THE NEW MECHANICAL
EXHAUST FAN ON THE ROOF
FOR THE KITCHEN HOOD
ACCESSIBLE TOILET
FEMALE TOILET
MALE TOILET
T1 50.8 SQ.M.T2 176 SQ.M.
T3 85.7 SQ.M.
T4 92 SQ.M.
T14 98.9 SQ.M.
T5 & 6
157.7 SQ.M.
PROPOSED
WORK
T15 91.8SQ.M.
EXISTING FIRE
HOSE RELL
AIRLOCK
SO
UT
H E
NTR
Y
THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK OR MAKING OF ANY SHOP DRAWINGS.FIGURED DIMENSIONS MUST BE USED IN PREFERENCE TO SCALED DIMENSIONS.ALL SCALED DIMENSIONS MUST BE VERIFIED ON SITE.THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.
PROJECT No.: PROJECT: DRAWING TITLE: SCALE:
DRAWING No.:
REASON FOR ISSUE
REVISION:PROJECT ADDRESS:
CLIENT:
PROJECT DATE:
DEVELOPMENT APPLICATION
ARCHITECT 設計師 DAVID WAI HO AU
PHONE 電話 0410595465
EMAIL 電郵 [email protected]
WEBSITE 網站 MINDARCHITECTS.COM.AU
As indicated @ A1
A
21
/07
/20
21
2:0
7:0
6 P
M
2122 PROPOSED RESTAURANT FITOUT COVER
DA00SHOP 15, MOWBRAY MARKETPLACE
YUMEMI
MARCH 2021
PROPOSED RESTAURANT FITOUTFOR YUMEMI PTY LTD SHOP 15, MARKETPLACE, MOWBRAY
ARCHITECTURAL & ENGINEERING DRAWING
DRAWINGS NO. DRAWING NAMECURRENTREVISION
DA00 COVER A
DA01 PROPOSED DEMOLITION PLAN A
DA02 PROPOSED FLOOR PLANS - LEVEL GROUND A
A/C
ADJ
AF
AFFL
AHD
AL
AP
AS
BF
BG
BH
BL
BLK
BMT
BR
C.O.S
CFC
CH
CHS
CJ
CL
CONC
CPT
CTS
D
DAR
DIA
DP
DR
EG
EQ
EX
F
FC
FFL
FL
FR
FRL
FT
GFA
GL
HB
HD
HDG
KP
LAM
LOC
MDF
MF
MIR
MRS
NCC
NGL
NIC
NTS
O/H
PB
PF
PFC
PLY
RHS
RL
Rw
RWH
S
SD
SFL
SHS
SK
SL
SS
ST
TBA
TH
TRH
TV
TYP
U/G
U/S
UB
UC
UNO
UPH
UR
VF
W
WC
WP
WT
ABBREVIATIONSGENERAL
ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE, ALL RELEVANT AUSTRALIAN
STANDARDS AND LOCAL AUTHORITY BY-LAWS.
DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE SPECIFICATION FOR FULL EXTENT OF WORKS.
ALL DIMENSIONS ARE IN MILLIMETERS. DO NOT SCALE OFF DRAWINGS
ANY DISCREPANCIES IN THE DOCUMENTATION ARE TO BE RAISED WITH THE ARCHITECT FOR CLARIFICATION PRIOR TO
CONSTRUCTION AND/OR FABRICATION.
THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS' DOCUMENTATION FOR FULL EXTENT OF
WORKS.
CONTRACTOR TO CONFIRM ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION AND FABRICATION. PLANS AND ELEVATIONS
INDICATIVE ONLY. AMENDED DRAWINGS SHALL SUPERSEDE ALL PREVIOUS REVISIONS.
HOARDING LOCATIONS ARE TO BE NEGOTIATED WITH THE PROPRIETOR PRIOR TO INSTALLATION.
FIRE INDICES FOR MATERIALS , LININGS AND SURFACE FINISHES TO COMPLY WITH SPECIFICATION C1.10 OR C1.10A OF THE
BUILDING CODE OF AUSTRALIA
ALL NEW FIXED SURFACE FINISHES TO COMPLY WITH THE FOLLOWING FIRE HAZARD INDICES:
SPREAD OF FLAME INDEX <=9
SMOKE DEVELOPED INDEX <= 8 IF THE SPREAD OF FLAME IS MORE THAN 5 OR FLOOR MATERIALS AND FLOOR COVERINGS,
HAVE A CRITICAL RADIANT HEAT FLUX (CRF) NOT LESS THAN 1.2KW/M²
IN A BUILDING NOT PROTECTED BY A SPRINKLER SYSTEM, HAVE A MAXIMUM SMOKE DEVELOPMENT RATE OF 750%/MINUTES
WALL AND CEILING LINING MATERIALS MUST BE GROUP NUMBER 1, 2 OR 3 AS REQUIRED BY BCA SPECIFICATION C1.10A
PROVIDE FALLS TO ALL FLOOR WASTES.
CONTRACTOR TO ALLOW FOR SLAB SETDOWNS AS REQUIRED.
CONTRACTOR TO ALLOW FOR GRINDING OF EXISTING SLAB UP TO 5MM TO MAKE GOOD EXISTING SLAB FOR INSTALLATION OF
NEW SURFACES. CONTRACTOR TO INCLUDE APPLICATION OF AN APPROVED FLOOR TOPPING COMPOUND TO PROVIDE A LEVEL
OF SUBSTRATE OF EXISTING IF REQUIRED.
PAINT ALL NEW INTERNAL AND EXTERNAL PAINTABLE SURFACES IN CONSTRUCTION ZONE.
U.N.O, PAINT ALL EXISTING COLUMNS
ALL ITEMS USED IN THE WORKS ARE TO BE USED, FIXED, INSTALLED, APPLIED ETC. IN ACCORDANCE WITH THE
MANUFACTURERS' SPECIFICATIONS.
SITE
ALL PROPOSED & EXISTING SURFACES ARE TO BE FLUSH. ALTER ALL PATHS, PAVING & SURFACES & PROVIDE TRANSITION OR
THRESHOLD PLATES AS REQUIRED TO COMPLY WITH AS1428.1.
ENSURE ALL EXTERNAL RAMPS, KERBS AND HANDRAILS COMPLY WITH AS1428.1 REQUIREMENTS.
CONTRACTOR TO CONFIRM ALL EXISTING SITE LEVELS AND FALLS. ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT
IMMEDIATELY. ENSURE ALL CHANGE IN FLOOR FINISHES ARE FLUSH. ALLOW FOR THRESHOLD PLATES WHERE REQUIRED TO
COMPLY WITH AS1428.1.
ALLOW FOR TRENCHING EXTERNALLY FOR NEW ELECTRICAL, HYDRAULIC AND STRUCTURAL SERVICES. BUILDER TO ALLOW
FOR POWER TO NEW EXTERNAL SIGNAGE AND LIGHTING.
PROPOSED LEVEL CHANGES ARE SHOWN INDICATIVE AND ARE SUBJECT TO LEVEL SURVEY FOR CONFIRMATION.
DEMOLITION
DEMOLITION WORKS SHALL OCCUR IN A STAGED MANNER IN LINE WITH THE CONTRACT REQUIREMENTS WITH MINIMUM
DISRUPTION TO THE DAILY ACTIVITIES OF BUILDING OCCUPANTS. PUBLIC AREAS SHALL BE KEPT FREE OF DEBRIS AND DUST AT
ALL TIMES.
REDUCE AND RESTRICT DUST GENERATED BY DEMOLITION WORKS TO A PRACTICAL MINIMUM.
PROTECT PROPERTY WHICH IS TO REMAIN FROM DAMAGE, USE APPROPRIATE MEANS INCLUDING SHORING, PROTECTIVE
SCREENS AND THE LIKE.
REFER TO SERVICES CONSULTANTS’ DRAWINGS AND INSTRUCTIONS FOR EXTENT AND PROCEDURE FOR DEMOLITION WORKS
TO EXISTING MECHANICAL, ELECTRICAL AND FIRE PROTECTIVE SERVICES. WHERE NOT SHOWN ON THE DRAWINGS, ALLOW TO
REMOVE ALL REDUNDANT EXISTING SERVICE CONDUITS, PIPES, EQUIPMENT AND MAKE GOOD AS NECESSARY. REDUNDANT
SERVICES SHALL BE SEALED OFF AT THE MAIN LINE AND REMOVED
REMOVE ALL WALLS SHOWN AS BROKEN LINE, MAKE GOOD ALL SURFACES AFFECTED.
REMOVE ALL PROTRUDING FLOOR FIXINGS, FILL BOLT HOLES AND MAKE GOOD ANY DAMAGE TO FLOOR SURFACE, MAKE GOOD
DISUSED FLOOR PENETRATIONS TO MAINTAIN FIRE RATINGS.
ENSURE ALL SERVICES ARE DISCONNECTED PRIOR TO DEMOLITION, REMOVE AND DISPOSE OF ALL EXPOSED REDUNDANT
WIRING AND SERVICES (REFER CONSULTANT DRAWINGS AND INSTRUCTION).
ALL FLOOR FINISHES TO BE REMOVED, MAKE GOOD ALL SECTIONS OF FLOOR FINISH AFFECTED BY DEMOLITION WITH
CONCRETE SCREED TO MATCH ADJACENT LEVEL.
THE CONTRACTOR IS TO LOCATE AND IDENTIFY ALL EXISTING SERVICES PRIOR TO COMMENCING DEMOLITION WORKS AND
PROVIDE APPROPRIATE ALTERNATIVE CONNECTIONS TO ENSURE NO INTERRUPTION TO ANY SERVICE TO THIS FACILITY,
ADJOINING TENANCIES, AND PROPERTIES.
FLOOR
ALL NOMINATED FLOORING IS TO BE LAID IN STRICT ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS. ANY SUB-
FLOOR PREPARATION OR LEVELLING REQUIRED IS TO BE INCLUDED IN THE TENDER.
TENDERERS ARE TO VISIT THE SITE TO ESTABLISH EXTENT OF FLOOR PREPARATION REQUIRED. SCABBLE AND PREPARE
EXISTING SUBSTRATES FOR THE INSTALLATION OF NEW FLOOR FINISHES IN ACCORDANCE WITH THE SPECIFICATION, THIS IS
TO INCLUDE THE INSTALLATION OF AN APPROVED TOPPING COMPOUND WHERE REQUIRED TO PROVIDE A SUITABLE LEVEL
SUBSTRATE FOR THE SPECIFIED FLOOR FINISH.
ANY PENETRATIONS TO THE FLOOR MUST BE SUITABLY FIRE STOPPED & SEALED TO COMPLY WITH STATUTORY REGULATIONS
AND SHOULD BE COORDINATED WITH STRUCTURAL ENGINEER TO DETERMINE STRUCTURAL LIMITATIONS.
ALL FLOORS ARE TO FALL TO FLOOR WASTES WITH A MINIMUM OF 1:100 FALLS UNLESS NOTED OTHERWISE ON DRAWINGS.
ALLOW FLUSH FINISH BETWEEN ALL ADJACENT FLOOR FINISHES UNLESS NOTED OTHERWISE. PROVIDE AND INSTALL
APPROVED ALUMINIUM COVER STRIPS AT JUNCTION OF DIFFERENT FLOOR SURFACES (CARPET / FLOOR MAT / TILE / VINYL
JUNCTIONS). EDGES OF STRIPS TO FINISH FLUSH AGAINST FINISHED FLOOR SURFACE. ANGLES AND STRIPS SHALL BE SET SO
THAT JOINT BETWEEN MATERIALS SHALL BE MADE CENTRALLY UNDER DOOR OR CENTRALLY IN OPENING WHERE NO DOOR IS
FITTED. ANGLES ARE TO BE IN LARGEST POSSIBLE RUNS, SIZED TO SUIT APPLICATION AND NEATLY MITRED AT JUNCTIONS.
NON SLIP FINISHES TO BE PROVIDED TO ALL FLOOR FINISHES COMPLIANT WITH AS 4586. BUILDER TO VERIFY SLIP RATING
COMPLIANCE BEFORE INSTALLATION.
WALLS, PARTITIONS & GLAZING
ALL WALLS TO BE SUPPLIED & INSTALLED BY SHOP FITTER IN ACCORDANCE WITH THE INTERNAL WALL PLAN & WALL TYPE
LEGEND. U.N.O, REFER TO LEGEND FOR WALL TYPE. WALLS ARE TO BE BUILT FULL HEIGHT U.N.O.
ALL GLAZING SHALL BE BUTT-JOINTED UNLESS OTHERWISE NOTED. ALL GLAZING SHALL BE IN ACCORDANCE WITH AS 1288-2006
AND AS2208, U.N.O. THE CONTRACTOR SHALL SUPPLY A STATEMENT CERTIFYING THAT ALL GLAZING CONFORMS TO ALL
REQUIREMENTS AND CODES.
SERVICE PIPES TO BE NOTCHED INTO NEW STUD AND EXISTING WALLS. WALLS BEHIND COOKING EQUIPMENT TO BE LINED
WITH FIRE RESISTANT BUILDING BOARD AS PER GAS AUTHORITY REQUIREMENTS.
THE BUILDER IS TO CO-ORDINATE WITH NOMINATED SERVICES CONTRACTORS TO ENABLE CONCEALED PIPEWORK, POWER
AND CABLE RETICULATION WITHIN WALL PARTITIONS.
THE BUILDER IS ALLOW FOR WALL CAVITIES AND VOIDS REQUIRED TO HOUSE EQUIPMENT AND FITTINGS SPECIFIED . PROVIDE
ADDITIONAL SUPPORT IN THE FORM OF NOGGINS, TRIMMERS AND STUDS FOR FIXING LININGS, FIXTURES AND FITTINGS
SPECIFIED. BRACE ALL WALLS WHERE REQUIRED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND GOOD
BUILDING PRACTICE.
ALL WORK TO BE CARRIED OUT BY APPROVED AND QUALIFIED TRADESMEN ONLY AND INSTALLED IN ACCORDANCE WITH BEST
TRADE PRACTICE.
NOTES:
AIR CONDITIONING
ADJUSTABLE
APRON FLASHING
ABOVE FINISHED FLOOR LEVEL
AUSTRALIAN HEIGHT DATUM
ALUMINIUM
ACCESS PANEL
AUSTRALIAN STANDARD
BARGE FLASHING
BOX GUTTER
BULKHEAD
BOLLARD
BLOCKWORK
BASE METAL THICKNESS
BRICKWORK
CONFIRM ON SITE
COMPRESSED FIBRE CEMENT
CEILING HEIGHT
CIRCULAR HOLLOW SECTION
CONTROL JOINT
CENTRE LINE
CONCRETE
CARPET
CENTRES
DOOR
DRESSED ALL ROUND
DIAMETER
DOWNPIPE
DRAWER
EAVES GUTTER
EQUAL
EXISTING
FIXED GLASS
FIBRE CEMENT
FINISHED FLOOR LEVEL
FLASHING
FRIDGE
FIRE RESISTENCE LEVEL
FLOOR TILE
GROSS FLOOR AREA
GLASS
HAND BASIN
HAND DRYER
HOT DIP GALVANISED
KICK PLATE
PLASTIC LAMINATE
LOCK
MEDIUM DENSITY FIBREBOARD
METAL FINISH
MIRROR
METAL ROOF SHEET
NATIONAL CONSTRUCTION CODE
NATURAL GROUND LINE
NOT IN CONTRACT
NOT TO SCALE
OVERHEAD
PLASTERBOARD
PAINT FINISH
PARALLEL FLANGE CHANNEL
PLYWOOD
RECTANGULAR HOLLOW SECTION
REDUCED LEVEL
WEIGHTED SOUND REDUCTION INDEX
RAINWATER HEAD
SINK
SOAP DISPENSER
STRUCTURAL FINISHED LEVEL
SQUARE HOLLOW SECTION
SKIRTING
STRUCTURAL LEVEL
STAINLESS STEEL
STONE
TO BE ADVISED
THRESHOLD
TOILET ROLL HOLDER
TIMBER VENEER
TYPICAL
UNDERGROUND
UNDERSIDE
UNIVERSAL BEAM
UNIVERSAL COLUMN
UNLESS NOTED OTHERWISE
UPHOLSTERY
URINAL
VINYL FLOORING
WINDOW
TOILET
WALLPAPER
WALL TILE
CEILING
CEILING HEIGHTS NOTED RELATE TO HEIGHT ABOVE FINISHED FLOOR LEVEL
NEW CEILINGS ARE TO BE SUSPENDED FROM EXISTING STRUCTURE WITH RONDO SUSPENSION SYSTEM OR SIMILAR U.N.O -
REFER TO REFLECTED CEILING PLAN FOR CEILING AND BULKHEAD HEIGHTS.
CEILINGS ARE TO BE STRENGTHENED WHERE NECESSARY TO ENSURE STRUCTURAL ADEQUACY. FOR ANY CEILING MOUNTED
FIXTURES OR FITTINGS INCLUDING LOADING.
THE CONTRACTOR IS TO COORDINATE ELECTRICAL AND MECHANICAL SERVICES LAYOUTS AND ADVISE THE ARCHITECT OF ANY
DISCREPANCIES PRIOR TO THE FABRICATION AND INSTALLATION OF ANY ITEMS.
WHERE NOT NOTED IN THE DOCUMENTS, THE CONTRACTOR IS TO ALLOW FOR ACCESS PANELS IN CEILING AND ADDITIONAL
PANELS REQUIRED BY THE ELECTRICAL AND MECHANICAL EQUIPMENT. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL
ACCESS PANELS ON SITE PRIOR TO FABRICATION AND INSTALLATION.
MAKE GOOD EXISTING CEILINGS WHERE DAMAGED FOR NEW WORKS. ALLOW FOR NEW PAINT FINISH TO THE ENTIRE AREA
WHERE CEILINGS ARE PATCHED.
WHERE NOT NOTED IN THE DOCUMENTS, THE CONTRACTOR IS TO ALLOW FOR CABLE TRAYS AND THE ORGANISATION OF
EXISTING, PROPOSED AND RELOCATED SERVICES.
ALL CABLES AND LINES TO BE ORGANISED, NEAT AND TIDY.
ROOF
THE CONTRACTOR IS TO FLASH AND SEAL ALL PENETRATIONS THROUGH THE ROOF SHEETING TO ENSURE THE ROOF IS
WATERTIGHT UPON COMPLETION. PROVIDE THE FLASHINGS, CAPPINGS, GUTTERS, RAINWATER HEADS, OUTLETS AND
DOWNPIPES NECESSARY TO COMPLETE THE ROOF SYSTEM AS COMPLY TO AS/NZS 3500.3
WHERE NOT NOTED IN THE DOCUMENTS, THE CONTRACTOR IS TO ALLOW ROOF ACCESS, ANCHOR POINTS AND SAFETY
SYSTEM.
THE CONTRACTOR IS TO INSPECT THE ROOF PRIOR TO THE ACCEPTANCE OF THE CONTRACT. THE CONTRACTOR IS TO ALLOW
FOR THE RECTIFICATION OF ANY VISIBLE DAMAGE TO THE EXISTING ROOFS AS THEY ARE FOUND DURING THE TENDER PERIOD.
STAGING
WHERE STAGING IS REQUIRED FOR THE CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE THE STAGING OF WORKS WITH
CLIENT TO ENSURE FACILITIES IS OPERATIONAL & WORKS DO NOT IMPEDE TRADE. ANY ALTERATIONS TO AREAS OF HOARDING
OR STAGING PROGRAM SHALL BE
APPROVED BY CLIENT.
JOINERY
THE CONTRACTOR IS TO CONFIRM THE DIMENSIONS OF ALL EQUIPMENT AND APPLIANCES WITH THE PRINCIPAL PRIOR TO
FABRICATION OF ANY JOINERY, FURNITURE, KITCHENS, RECEPTION, BARS ETC. THAT REQUIRE THIS COORDINATION. THERE
SHALL BE NO EXTRAS GIVEN FOR FAILURE TO COORDINATE
THE CONTRACTOR IS TO PROVIDE ADEQUATE SUPPORT AND FRAMING AS REQUIRED TO ENSURE THAT NO BOWING OF
MATERIALS OCCURS OVER TIME. ALL FIXINGS ARE TO BE CONCEALED UNLESS OTHERWISE SPECIFIED AND APPROVED.
ANY TIMBER AND VENEERS ARE TO BE OF THE FIRST QUALITY OF THE SPECIES AND GRADES REQUIRED TO COMPLETE THE
WORKS AND BE STRAIGHT, SOUND, AND FREE OF DEFECTS OR MACHINE MARKINGS.
CARCASES OF FIXTURES SHALL GENERALLY BE CONSTRUCTED FROM 18MM THICK WHITE MELAMINE FACED WATER RESISTANT
GRADE PARTICLEBOARD, FULLY GLUED AND SCREWED, AND WITH ALL EXPOSED EDGES TO HAVE MATCHING ABS EDGE STRIPS.
BACKS SHALL BE 5MM THICK MELAMINE FACED PLYWOOD; FACED ONE SIDE ONLY FACING INSIDE TO CUPBOARD. PROVIDE
FIXED SHELVES OF SIMILAR MATERIAL. NUMBER GENERALLY AS SHOWN. SUPPORT ADJUSTABLE SHELVES (WHERE INDICATED)
ON BRASS OR PLASTIC PROPRIETARY SHELF SUPPORTS.
BENCH TOPS SHALL BE FINISHED AS SPECIFIED ON DRAWINGS ON 32MM HMR SUBSTRATE, U.N.O. PROVIDE MATCHING ABS
EDGE STRIPS TO CABINET DOORS, OPEN SHELVING FOR ALL JOINERY AND BENCH TOPS. PROVIDE CUT-OUTS IN TOPS AS
REQUIRED NEATLY CUT OUT WITH A
ROUTER. ALL SURFACE LAMINATES ARE TO BE FIXED IN STRICT ACCORDANCE WITH MANUFACTURER’S SPECIFICATION.
ALL EXPOSED FACE/ EXTERNAL FACE OF JOINERY SUCH AS DOORS, DRAWER FRONTS, KICKER, END PANEL ETC SHALL BE
CONSTRUCTED OF 18MM THICK HMR MDF U.N.O, FINISHED WITH SELECTED LAMINATE TO FUTURE COLOUR SELECTION, WITH
MATCHING HEAVY DUTY EDGE STRIPPING ALL ROUND.
FULLY EXTENDABLE METAL DRAWER RUNNERS ARE TO BE USED THROUGHOUT UNLESS OTHERWISE NOTED. SOFT CLOSE
MECHANISMS ARE TO BE USED ON ALL JOINERY DOORS AND DRAWERS UNLESS OTHERWISE NOTED. HARDWARE (HINGES,
CATCHES, DRAWER HANDLES, POT
DRAWER RUNNERS, ADJUSTABLE SHELF BRACKETS) ARE TO BE HAFELE OR EQUIVALENT
STRUCTURAL
WORKS ARE TO BE IN ACCORDANCE WITH BCA AND AUSTRALIAN STANDARDS. PARTICULAR ATTENTION NEEDS TO BE GIVEN TO
THE SUPPORT OF ANY OVERHEAD FITTINGS OR FIXTURES AND WALL SYSTEMS INTENDED TO TAKE
LOADING.
NEW CONCRETE SLABS, FOOTING, RAMPS, NEW ROOF STRUCTURE AND WALLS ARE SUBJECT TO DETAILED DESIGN BY
STRUCTURAL ENGINEER.
SERVICES
ALL MECHANICAL, ELECTRICAL, HYDRAULIC AND FIRE PROTECTION WORK ARE TO BE DESIGNED AND CERTIFIED TO COMPLY
WITH RELEVANT TABLES OF THE BCA, AUSTRALIAN STANDARDS, AND ANY OTHER LOCAL STATUTORY AUTHORITY.
ALL SERVICES EQUIPMENT IS TO BE INSTALLED AND CONNECTED AS PER MANUFACTURER SPECIFICATIONS. ALL WORKS ARE
TO BE INSTALLED BY LICENSE AND CERTIFIED INSTALLER.
AC CONTRACTOR IS TO CO-ORDINATE THE DESIGN AND LOCATION OF REGISTERS WITHIN THE PROPOSED LIGHTING AND
REFLECTED CEILING PLAN AND NOTIFY ARCHITECT OF ANY PROPOSED CHANGES TO THE LAYOUT.
THE CONTRACTOR IS TO PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING AS TO COMPLY WITH THE BCA, AUSTRALIAN
STANDARDS AND ANY OTHER LOCAL STATUTORY AUTHORITY.
FIRE HYDRANT & FIRE HOSE REEL INSTALLATIONS TO COMPLY WITH AS 2419.1 , AS 2441 & AS 1221.
FIRE EXTINGUISHERS ARE TO BE INSTALLED IN ACCORDANCE WITH AS 2444 AND SUPPORTED ON WALL BRACKETS
APPROXIMATELY 1M ABOVE FLOOR HEIGHT.
2A:20B:E DRY CHEMICAL EXTINGUISHER (ADJACENT ELECTRICAL SWITCHBOARD)
2A:40:B:E DRY CHEMICAL EXTINGUISHER (ADJACENT DEEP FRYER)
LIGHTING TO COMPLY WITH BCA SECTION J ENERGY EFFICIENCY (PART J6) ARTIFICIAL LIGHTING & POWER.
COMPLIANCE TO AS1428.1
CONSTRUCTION OF SANITARY COMPARTMENTS TO COMPLY WITH BCA (CLAUSE F2.5)
INWARD SWINGING TOILET DOORS TO ENCLOSED SANITARY COMPARTMENTS MUST BE READILY REMOVABLE FROM THE
OUTSIDE, UNLESS THERE IS A CLEAR SPACE OF AT LEAST 1.2M BETWEEN THE CLOSET PAN WITHIN THE SANITARY
COMPARTMENT AND THE NEAREST PART OF THE DOORWAY.
ALL NEW DOORWAYS TO MEASURE A MINIMUM OF 850MM CLEAR OPENING WIDTH – LEAF TO JAMB. DOOR APPROACH AND
LATCH CLEARANCE TO BE PROVIDED TO SATISFY PROVISIONS FOR DISABLED ACCESS AND CIRCULATION IN ACCORDANCE
WITH AS1428.1
GRAB RAILS TO BE INSTALLED TO DISABLED SANITARY FACILITIES IN ACCORDANCE WITH FIGURE 21 OF AS1428.1. A MINIMUM
CLEARANCE OF 1100MM TO BE PROVIDED BETWEEN CLOSEST PAN AND HAND BASIN AND 300MM FROM THE DOOR SWING AND
WASH BASIN.
BRAILLE AND TACTILE SIGNAGE TO BE INSTALLED TO ALL SANITARY FACILITIES THAT COMPLY WITH SPECIFICATION D3.6 AND
INCORPORATE THE INTERNATIONAL SYMBOL OF ACCESS.
ISSUE REVISION DRNCHK /APP DATE
A DEVELOPMENT APPLICATION DA DA 2/07/2021
Scale 1 : 20
SITE CONTEXT PLAN1
Scale 1 : 500
AMENITY PLAN2
PLANNING EXHIBITEDDOCUMENTS
Planning Administration
DA 0406/2021Ref. No:
Dateadvertised: 07/08/2021
This document is subject to copyright and is protected by law. In displaying thisdocument on its website the Council grants website users a non-exclusive licence toreproduce the document in their web browser for the sole purpose of viewing thecontent. The Council reserves all other rights. Documents displayed on the Council'swebsite are intended for public perusal only and should not be reproducedwithout the consent of the copyright owner.
200
EXISTING DOOR & GLAZING
REMOVE
JOINERY
REMOVE WALL &
MAKE GOOD ADJOINING
EX
IST
ING
RO
LLE
R D
OO
R
EXISTING ELECTRICAL
DISTRIBUTION BOARD
REMOVE SINK &
JOINERY
87 m²
TENANCY
SP15(NEWS
AGENCY)
ALLOW OF RELOCATION OF AIR-
CONDITIONED CASSETTE, MECHANICAL GRILL AND SPRINKLER
TO SUIT NEW LAYOUT
REMOVE ALL FLUORO LIGHT
TROFFER
REPLACE EXISTING AWNING
AND MAKE GOOD ADJOINING AT DEVELOPER'S COST
AIR LOCK
REMOVE EXISTING BOLLARD
AND MAKE GOOD ADJOININGEXISTING (NO SCOPE OF WORK)
DEMOLITION WORKS
THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK OR MAKING OF ANY SHOP DRAWINGS.FIGURED DIMENSIONS MUST BE USED IN PREFERENCE TO SCALED DIMENSIONS.ALL SCALED DIMENSIONS MUST BE VERIFIED ON SITE.THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.
PROJECT No.: PROJECT: DRAWING TITLE: SCALE:
DRAWING No.:
REASON FOR ISSUE
REVISION:PROJECT ADDRESS:
CLIENT:
PROJECT DATE:
DEVELOPMENT APPLICATION
ARCHITECT 設計師 DAVID WAI HO AU
PHONE 電話 0410595465
EMAIL 電郵 [email protected]
WEBSITE 網站 MINDARCHITECTS.COM.AU
1 : 50 @ A1
A
21
/07
/20
21
2:0
7:0
7 P
M
2122 PROPOSED RESTAURANT FITOUT PROPOSED DEMOLITION PLAN
DA01SHOP 15, MOWBRAY MARKETPLACE
YUMEMI
MARCH 2021
Scale 1 : 50DA02
LEVEL GROUND - EXISTING & DEMOLITION1
ISSUE REVISION DRNCHK /APP DATE
A DEVELOPMENT APPLICATION DA DA 2/07/2021
PLANNING EXHIBITEDDOCUMENTS
Planning Administration
DA 0406/2021Ref. No:
Dateadvertised: 07/08/2021
This document is subject to copyright and is protected by law. In displaying thisdocument on its website the Council grants website users a non-exclusive licence toreproduce the document in their web browser for the sole purpose of viewing thecontent. The Council reserves all other rights. Documents displayed on the Council'swebsite are intended for public perusal only and should not be reproducedwithout the consent of the copyright owner.
FEATURE WALL PAINT & FEATURE PANNELING.
REFER TO INTERNAL ELEVATION FOR DETAIL- UNO. ALL WALL SHALL BE PAINTED IN DULUX LEXICON
EXISTING DOOR
9 m²CASHIER
1200
H BAR T
ABLE
SS WASH S
INK
SS PREP SINK
800LX 568D FOOD DISPLAY
VINYL 1
SERVERY
NEW PLASTERBOARD PARTITION WALL FROM FLOOR TO CEILING.
- 90MM TREATED TIMBER STUDPLASTERBOARD LINING TO BOTH SIDE
P1
VINYL 2
FRIDGE
ELECT
DA02
4
POS
HOOD ABOVE
49 m²
EATING
AREA
24 m²KITCHEN
2 4 6 8
18
2150 2575
5700
FREEZER
10 12 14
16
20
25
BEVERAGE FRIDGE
3 m²
DRY
STORE
SHELVIN
G
4 SEATINGS OUTSIDE
TENANCY
CEILING HUNG MENU BOARD
EX
IST
ING
RO
LLE
R D
OO
R
3288
2709
2753
EXISTING ROOF LINE ABOVE SHOWN IN DASH
PROPOSED AWNING SHOWN IN
DASH ABOVE
T1
T1
T1
12 SEATINGS
OUTSIDE TENANCY
PROPOSED CLEAR SAFETY"A"
TOUGHENED GLASS WIND
BARRIER 1200mm HIGH TO
ENGINEERING DETAILS. (COS)AT
DEVELOPER'S COST DA021
AIR LOCK
- ALLOW INSTALLATION OF DATA, POWER FOR ALL
ELECTRICAL EQUIPMENT, FRIDGE, CCTV , SIGNAGE AND LIGHTING
U1 - 3x3m SQUARE CANTILEVER
UMBRELLA SHOWN IN DASH ABOVE
B1
B1
B1
B1
DRIVEWAY
NEW TIMBER SCREEN
NEW TIMBER SCREEN
B1 NEW CORE FILLED STAINLESS STEEL BOLLARD TO MATCH EXISTING
B1
EXISTING
BOLLARD
OUTDOOR
SEATING &
DINING1
000
4000
SHOPPING
MALL MAIN
ENTRANCE
EXISTING (NO SCOPE OF WORK)
DRIVEWAY
AIRLOCK
OUTDOOR
SEATING &
DINING
INDOOR
SEATING &
DINING
SHOPPING
MALL MAIN
ENTRANCE
LEVEL
GROUND
LEVEL CEILING
REPLACE EXISTING SIGNAGE
AT TENANT'S COST
NEW ILLUMINATED SIGNAGE
AT TENANT'S COST
PROPOSED AWNING
4000
LEVEL
GROUND
LEVEL CEILING
300
900 1200
PROPOSED CLEAR SAFETY"A"
TOUGHENED GLASS WIND
BARRIER 1200mm HIGH TO
ENGINEERING DETAILS. (COS)AT
DEVELOPER'S COST
B1 B1 B1 B1 B1
THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK OR MAKING OF ANY SHOP DRAWINGS.FIGURED DIMENSIONS MUST BE USED IN PREFERENCE TO SCALED DIMENSIONS.ALL SCALED DIMENSIONS MUST BE VERIFIED ON SITE.THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.
PROJECT No.: PROJECT: DRAWING TITLE: SCALE:
DRAWING No.:
REASON FOR ISSUE
REVISION:PROJECT ADDRESS:
CLIENT:
PROJECT DATE:
DEVELOPMENT APPLICATION
ARCHITECT 設計師 DAVID WAI HO AU
PHONE 電話 0410595465
EMAIL 電郵 [email protected]
WEBSITE 網站 MINDARCHITECTS.COM.AU
1 : 50 @ A1
A
21
/07
/20
21
2:0
7:1
7 P
M
2122 PROPOSED RESTAURANT FITOUT PROPOSED FLOOR PLANS - LEVELGROUND
DA02SHOP 15, MOWBRAY MARKETPLACE
YUMEMI
MARCH 2021
Scale 1 : 50DA02
LEVEL GROUND - PROPOSED2
T1
SUPPLIER - CONCEPT COLLECTIONSWEBSITE - CONCEPTCOLLECTIONS.COM.AU
700 DIAMETER EMBOSSED STAINLESS STEEL TABLE TOP BOLT-DOWN TABLE BASE MAX TOP SIZE - 730 HIGH
U1
SUPPLIER - SHELTA
NOTE: ALL OUTDOOR SCOPE OF WORKS AT DEVELOPER'S COST UNLESS OTHER SPECIFIED.
Scale
3D VIEW3
Scale 1 : 50A07
ELEVATION 14
Scale 1 : 50A07
ELEVATION 21
NOTE: ALL OUTDOOR SCOPE OF WORKS AT DEVELOPER'S COST
UNLESS OTHER SPECIFIED.
ISSUE REVISION DRNCHK /APP DATE
A DEVELOPMENT APPLICATION DA DA 2/07/2021
NOTE: 3D VIEW FOR REFERENCE ONLY.
PLANNING EXHIBITEDDOCUMENTS
Planning Administration
DA 0406/2021Ref. No:
Dateadvertised: 07/08/2021
This document is subject to copyright and is protected by law. In displaying thisdocument on its website the Council grants website users a non-exclusive licence toreproduce the document in their web browser for the sole purpose of viewing thecontent. The Council reserves all other rights. Documents displayed on the Council'swebsite are intended for public perusal only and should not be reproducedwithout the consent of the copyright owner.
