PROJECT: PROPOSED OFFICE DEVELOPMENT 4 - 12 AMSTERDAM STREET RICHMOND DRAWING: ARCHITECTURE DOCUMENTATION
Sheet Number A 00 A 01 A 02 A 03 A 04 A 05 A 06 A 07 A 08 A 09
SHI EN S3358260
Sheet Name COVER SHEET BASEMENT FLOOR PLAN GROUND FLOOR&SITE PLAN FIRST FLOOR PLAN SECTION FLOOR PLAN ROOF PLAN ELEVATION N&S ELEVATION E&W TIPICAL SECTION WET AREA PLAN & RCP
DRAWING LIST Drawn By Checked By Approved By SHI EN SHI EN SHI EN SHI EN SHI EN SHI EN SHI EN SHI EN SHI EN SHI EN
Shi En A.R A.R A.R A.R A.R A.R A.R A.R A.R
A.R A.R A.R A.R A.R A.R A.R A.R A.R A.R
Sheet Issue Date 7/11/2013 7/11/2013 7/11/2013 7/11/2013 7/11/2013 7/11/2013 7/11/2013 7/11/2013 7/11/2013 7/11/2013
GENERAL NOTES
1
1a
2
3
2
4
5
A 08
6
7
8
- ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BUILDING CODE OF AUSTRALIA (ABC) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL, AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS - CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECT PRIOR TO STARTING WORK. - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. - FIRE INDEXES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA. - BUILDERS TO ENSURE THAT NOMINATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS. USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTEND FROM SLAB TO SLAB. - REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL STRUCTURAL REQUIREMENTS AND DETAILS. SEEK CLARIFICATION FROM THE ARCHITECT IF ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS ARE NOTED. - ALL NEW STAIR TREADS TO HAVE MINIMUM 250MM CLEAR WIDE TREADS WITH A MAXIMUM 190MM HIGH RISER. - ALL HANDRAIL AND BALUSTRADES SHALL BE MINIMUM 1000MM HIGH ABOVE LANDINGS AND MINIMUM 865MM HIGH ABOVE STAIR NOSINGS. SPACINGS BETWEEN BALUSTRADING AND RISERS SHALL BE A MAXIMUM OF 125MM AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16. - BALUSTRADES TO THE STAIRWAYS AND LANDINGS ARE TO BE BUILT SUCH THAT ANY ELEMENT OF THE BALUSTRADE BETWEEN 150MM AND 160MM ABOVE THE FLOOR WILL NOT FACILITATE CLIMBING. - SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP AND COMPLY WITH AS 3786. - ALL GLAZING TO AS 1288. 1994 REFER GLAZING SCHEDULE FOR DETAILS. - INSULATION TO ( MINIMUM) BCA CLAUSE VOL 1.2.3. (REFER SECTIONS FOR LOCATIONS). - ALL TIMBER FRAMINGS TO STRUCTURAL ENGINEERS DESIGN OR VICTORIAN TIMBER FRAMING MANUAL. - ALL EXTERNAL STEEL WORK AND LINTELS ARE TO BE HOT DIPPED GALVANIZED. - ALL MECHANICAL EXHAUST VENTILATION TO COMPLY WITH AS 1668.2 TO ACHIEVE MINIMUM AIR FLOW RATE OF 10 CUBIC LITERS PER HOUR.ALL FANS TO BE VENTED OUTSIDE. - ALL WET AREA WATERPROOFING MEMBRANES USED ARE TO COMPLY WITH AS4858. - ALL CONTROL JOINTS TO BE FIRE RATED EQUAL TO RATING OF WALL. - WALL TILING ON WATER PROOF MEMBRANE TO A MINIMUM 200MM ABOVE BENCHES.VANITIES, SINKS, TROUGHS, BATHS AND TO A MINIMUM HEIGHT OF 1800MM ABOVE SHOWER BASES. PROVIDE IMPERVIOUS SUBSTRATE TO SHOWER. - GRADE BATHROOMS TO FLOOR WASTES. - DRYERS TO BE LOCATED OVER WASHING MACHINE LOCATION IN LAUNDRIESUNLESS OTHERWISE NOTED. - BUILDER TO CONFIRM TILING SET OUT WITH ARCHITECTS PRIOR TO INSTALLATION. - BUILDER TO ENSURE THAT CONTROL JOINTS ARE INSTALLED IN TILES TO ALIGN WITH ANY CONTROL JOINTS IN STRUCTURAL CONCRETE SLABS. - ALL SERVICE WASTES TO BE CONCEALED UNLESS OTHERWISE NOTED. EXPOSED WASTES TO BE CHROME. - ALL CORNICES TO BE SQUARE SET. RONDO P50 10MM SHADOW LINE STOPPING BEAD TO PERIMETER OF WINDOW AND DOOR FRAMES. WATER RESISTANT GRADE PLASTERBOARD TO ALL WET AREA WALLS. - BUILDER TO ENSURE THAT NO PART OF PROPOSED STRUCTURE INCLUDING FOOTINGS AND DRAINAGE TO ENCROACH OVER TITLE BOUNDARY. ALL BOX GUTTERS TO BE MINIMUM SLOP OF 1:200.MIMIUM SIZE TO BE 400X100MM. - ALL DOWNPIPES TO DISCHARGE TO LAWFUL POINT OF DISCHARGE. - REFER TO SURVEYORS CHECK SURVEY AND DETAILED DRAWINGS TO CONFIRM AND LOCATE ALL EXISTING SERVICES, PIPES, POLES, EMBANKMENTS, PITS AND THE LIKE PRIOR TO COMMENCING ANY WORK. - PROVIDE ADEQUATE PROTEXTION TO ADJOINING PROPERTY. - SELECTED PAINT FINISH TO ALL INTERNAL WALLS UNLESS OTHERWISE SPECIFIED. - ALLOW TO BE BATTEN AND/OR CHASE BLOCK WORK WHERE SERVICES ARE NEEDED TO GROUND FLOOR AND WHERE BATH LIPS ARE TO BE TILED OVER. - LAG OR INSULATE ALL WASTE PIPES TO COMPLY WITH BCA REQUIREMENTS. - CONFIRM ALL EXTERNAL TAP LOCATIONS ON SITE WITH ARCHITECT PRIOR TO INSTALLATION. - FINAL POSITION OF WATER METERS TO BE CONFIRMED WITH ARCHITECT. - REFER ENGINEERS DRAWINGS FOR TRAFFICABLE AND PAVING SLAB DESIGN. - ALL PARKINGS TO BE 4900 x 2600.
8a
55800 8100
365
8100
8100
8100
8100
8100
6400
FINISHES SCHEDULE
435
WALL TYPES AND FINISHES 480 150 2085
21800
150
7800
150
16201
150 134
1 IN 20
COL. 2000
525
C.J
COL.
STEP IN SLAB OVER
WT 1.01
C.J
SECURITY GARAGE DOOR
1 IN 8
WT 1.01
COL.
C.J
SPOON DRAIN
300 300
COL.
C.J
5000
5000X2600 (SMALL CAR)
C.J
WT 1.01
COL.
SPOON DRAIN
P.J
P.J
P.J
C.J
C.J
SPOON DRAIN
SPOON DRAIN
COL.
C.J
300 300
COL.
C.J
300 300
300 300
1640
W.S
P.J
P.J
300 300
P.J
P.J
S.C.J
P.J SPOON DRAIN
1640
5165
PRECAST WALL NOT FINES CONC.
WT 1.01
P.J
300 300
P.J
5000
1640 1640
3685 150
4025
B 3450
6400
235
65
A
150
180 THICK SPRAYED CONCRETE WALL, REFER ENGINEER'S DETAILS.
1075
A1
150
1
WT 1.01
15
R.C INSITU WALL SEGMENTAL BUILT TOP DOWN REFER TO ENGINEER'S DETAILS
150
1100 920 298
COL.
WT 1.01
COL. P.J
P.J
5000
1 IN 5
775
S.C.J
5475
1200
2000
1 IN 8
750 750
235
285 465
205
900
26
COL.
27
28 COL.
S.C.J
C.J COL. P.J
S.C.J 29
30 S.C.J
C.J SPOON DRAIN
COL.
5800
P.J
+6.650
31
32
955
140
5542
300
7800
300
7800
300
7800
300
SPOON DRAIN
P.J
7800
300
WT 1.03
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH BOTH SIDES.
WT 1.04
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.05
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.06
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.07
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.08
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE.
WT 1.09
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE
WT 1.10
150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.11
CUSTOM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD. METAL CLADDING SYSTEM IN VERTICLE RECESS.
WT 1.12
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXTERNAL SIDE & CONCRETE FINISH TO INTERNAL SIDE.
WT 1.13
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.14
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.15
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.16
150MM PRECAST CONCRETE PANEL WITH 10MM DIRECT STICK PLASTERBOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.17
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH ONE SIDE, 35MM FURRING CHANNELS TO OTHER SIDE WITH 10MM PLASTERBOARD.
WT 1.18
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.19
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING,35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.01
140MM CONCRETE BLOCK WITH RAKED JOINTS.
WT 2.02
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.03
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.04
110MM CONCRETE BLOCK WALL WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.05
110MM CONCRETE BLOCK WALL WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 2.06
140MM CONCRETE BLOCK WALL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.07
190MM BLOCKWORK WALLS
WT 3.01
90MM TIMBER STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 10MM PLASTERBOARD FINISH TO BOTH SIIDES.
WT 4.01
ALUCOBOND CLADDING SYSTEM ON STEEL FRAME WITH R0.5 BREATHABLE SARKING & R2.0 THERMAL BATT INSULATION.
COL.
S.C.J
COL.
WT 1.01
CONCRETE SLAB FINISH TBA
FF1:
FLOOR FINISH TO BE ADVISED
CP-01
CARPET COURT,BAYSIGHT100% STATRON SOLUTION DYED NYLON/PE
TILE 1:
WET AREA TILE-LOFT GREY FLOOR & WALL 200X330
TILE 2:
WET AREA TILE- WHITE PORCELAIN FLOOR & WALL 300X600
TILE 3:
EXTERNAL ANTI-SLIP FLOOR TILE
TILE 4:
ANTI-SLIP FLOOR TILE
RC1
RENDER COLOUR 1 - QUIKCOTE ACRYLIC DRY RENDER FOR EXTERNAL MASONRY SURFACES. 20KG.COVERAGE AT 5 MM THICK 5 -6 SQ METERS.
RC 2
RENDER COLOUR 2 - QUIKCOTE FLEXIPATCH 20kg. COVERAGE APPROX. 5-10 SQ. METERS ON A SMOOTH SURFACE. 4 MM THICK.
MC 1
ALUMINIUM SHADE CANOPY IN PAINTED STEEL FRAME
MC 2
ALUCOBOND ALUMINIUM CLADDING AND FLASHING
PC 1
PRECAST CONCRETE WITH PAINT FINISH COLOR 1
PC 2
PRECAST CONCRETE WITH PAINT FINISH COLOR 2
GL 1
CLEAR GLAZING IN ALUMINIUM GLAZING CHANNEL -SHOWROOM FRONTS
GL 2
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
GL 3
CLEAR GLAZING IN ALUMINIUM FRAMES
GL 4
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL.
BS 1
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 1
BS 2
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 2
BS 3
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
ST 1
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL
P.J
C.J COL.
COL. P.J
SPOON DRAIN
P.J
7800
CONC 1:
33
140 140
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
5400
25
S.C.J
2600
750
+5.850
2600
SHARED AREA AS 1428
SPOON DRAIN
WT 1.01
S.C.J
C.J
2600
WT 1.02
EXTERNAL WALL FINISHES
1
RAMP(PARKING AT GRADE) 1 IN 20 S.C.J
C.J COL.
450550
140 3762 5130
1190
5400X2600
SPOON DRAIN
2
COL.
P.J
180 300
24 S.C.J
3
750 750
COL.
P.J
2750
47 SPACES
23
4
COL.
TRENCH GATE
8100
C.J SPOON DRAIN
P.J
750 750
1125
360 765
750 750
C.J SPOON DRAIN
150 370
360
C.J
WT 2.03
150
G1
G
490
1915
14
S.C.J
1070
140
CAR PARK
22
5
C.J
S.C.J
13
2600
21
COL.
S.C.J
12
2600
COL.
20
C.J
C.J
11
COL.
19
180
7500
CONC 1
COL.
3260
2580
S.C.J
PIT OVER
10
140 342
1075
180
S.C.J
S.C.J
140 955
S.C.J
5400
9
1185
140
1T
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
FLOOR FINISHES AND CODES
375
3500
S.C.J
18
110
6035
8
S.C.J
S.C.J
6
140 460
3650
5
7
4300
FH
4
17
COL.6
C.J 1340
300
S.C.J 1400
3
4195
F
16
OA DUCT
FHR
WT 2.07
2T
S.C.J
COL.
FH
WT 2.05
REFRING
D01 B
SPOON DRAIN
1340 1486
190
560
EA DUCT
3T
S.C.J
CONC1
D02 B
S.W PIT REF HYD. ENG. DETAILS. 15
TAC
+5.850
EXHAUST DUCT
4T COL.
813
703
1340
736
180 180
LIFT
140
140
UP
UP WT 1.05
TAC
1 2
WT 1.06
B:001
5T
TAC
TAC
TILE 4
180
S.C.J
STAIR 1 D03 B
CONC1
LOBBY WT 1.04
7
WT 2.01
STAIR 2
D04 B
750 750
S.C.J
12
4495
5130 90
8
245
9
6T
WT 1.03
S.C.J
1743
11
1743
10
LIFT
2750
13 3282
11
C.J
SPOON DRAIN
10
E
5605
5400 12
WT 1.03
D05 B
S.C.J
WT 1.03
MAIN SWITCH BOARD
360
9
13
COL.
WT 2.03
7T
S.C.J
4318
1743
8
14
5400X2600
C.J
21600
10110
7
BICYCLES
1743
6
COL.
750 750
1743
NYLEX STRIP DRAIN REFER HYD. ENG. C.J
5
D
9T
770
4
1
10T
WT 1.01
S.C.J 8T
750 750
2
11T
S.C.J
1743
1 C.J
12T
3
4650
25590
13T
S.C.J
140
P.J
1715
A 08
S.C.J 14T
S.C.J
450
150
C
WT 1.01
5800
1640
A 08
WT 1.01
300
6100
55000
300
150
352
BASEMENT FLOOR PLAN 1
1 : 100
LIST OF ABBREVIATIONS FHR - FIRE HOSE REEL COL. - COLUMN C.J - CONSTRUCTION JOINT RWH - RAIN WATER HEAD PJ - PANEL JOINT EJ - EXPANSION JOINT WS - WHEEL STOPS DP/SP - DOWNPIPE & SPREADER TAC - TACTILE INDICATOR TO AS1428.4-1992 SP - STAND PIPE DP - DOWN PIPE RP - RELIEF POP SS - SEWER STACK S.C.J - SAWCUT JOINT FW - FLOOR WASTE GRILLE GATIC - GATIC STRIP DRAIN DWGS - DRAWINGS STRUCT. ENG - STRUCTURAL ENGINEER COS - CHECK ON SITE NOM. - NOMINAL DIMENSION
03
ISSUED NO.4 FOR GRADING ISSUED NO.3 FOR MARKUP
02
ISSUED NO.2 FOR MARKUP
E.S A.R
01
ISSUED NO.1 FOR MARKUP
E.S A.R
ISSUE
DESCRIPTION
BY
04
E.S A.R E.S A.R
1/11/2013 7/10/2013 13/09/2013
CHK DATE
CONSTRUCTION SET PROPOSED OFFICE DEVELOPMENT 4 - 12 AMSTERDAM STREET RICHMOND,THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF JAN AND MANTON PTY. LTD.
BASEMENT FLOOR PLAN DATE
7/11/2013
DRAWN
SHI EN
CHECKED BY SCALE:
A.R
A 01
As indicated ISSUE
No 4
GENERAL NOTES - ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BUILDING CODE OF AUSTRALIA (ABC) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL, AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS - CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECT PRIOR TO STARTING WORK. - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. - FIRE INDEXES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA. - BUILDERS TO ENSURE THAT NOMINATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS. USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTEND FROM SLAB TO SLAB. - REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL STRUCTURAL REQUIREMENTS AND DETAILS. SEEK CLARIFICATION FROM THE ARCHITECT IF ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS ARE NOTED. - ALL NEW STAIR TREADS TO HAVE MINIMUM 250MM CLEAR WIDE TREADS WITH A MAXIMUM 190MM HIGH RISER. - ALL HANDRAIL AND BALUSTRADES SHALL BE MINIMUM 1000MM HIGH ABOVE LANDINGS AND MINIMUM 865MM HIGH ABOVE STAIR NOSINGS. SPACINGS BETWEEN BALUSTRADING AND RISERS SHALL BE A MAXIMUM OF 125MM AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16. - BALUSTRADES TO THE STAIRWAYS AND LANDINGS ARE TO BE BUILT SUCH THAT ANY ELEMENT OF THE BALUSTRADE BETWEEN 150MM AND 160MM ABOVE THE FLOOR WILL NOT FACILITATE CLIMBING. - SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP AND COMPLY WITH AS 3786. - ALL GLAZING TO AS 1288. 1994 REFER GLAZING SCHEDULE FOR DETAILS. - INSULATION TO ( MINIMUM) BCA CLAUSE VOL 1.2.3. (REFER SECTIONS FOR LOCATIONS). - ALL TIMBER FRAMINGS TO STRUCTURAL ENGINEERS DESIGN OR VICTORIAN TIMBER FRAMING MANUAL. - ALL EXTERNAL STEEL WORK AND LINTELS ARE TO BE HOT DIPPED GALVANIZED. - ALL MECHANICAL EXHAUST VENTILATION TO COMPLY WITH AS 1668.2 TO ACHIEVE MINIMUM AIR FLOW RATE OF 10 CUBIC LITERS PER HOUR.ALL FANS TO BE VENTED OUTSIDE. - ALL WET AREA WATERPROOFING MEMBRANES USED ARE TO COMPLY WITH AS4858. - ALL CONTROL JOINTS TO BE FIRE RATED EQUAL TO RATING OF WALL. - WALL TILING ON WATER PROOF MEMBRANE TO A MINIMUM 200MM ABOVE BENCHES.VANITIES, SINKS, TROUGHS, BATHS AND TO A MINIMUM HEIGHT OF 1800MM ABOVE SHOWER BASES. PROVIDE IMPERVIOUS SUBSTRATE TO SHOWER. - GRADE BATHROOMS TO FLOOR WASTES. - DRYERS TO BE LOCATED OVER WASHING MACHINE LOCATION IN LAUNDRIESUNLESS OTHERWISE NOTED. - BUILDER TO CONFIRM TILING SET OUT WITH ARCHITECTS PRIOR TO INSTALLATION. - BUILDER TO ENSURE THAT CONTROL JOINTS ARE INSTALLED IN TILES TO ALIGN WITH ANY CONTROL JOINTS IN STRUCTURAL CONCRETE SLABS. - ALL SERVICE WASTES TO BE CONCEALED UNLESS OTHERWISE NOTED. EXPOSED WASTES TO BE CHROME. - ALL CORNICES TO BE SQUARE SET. RONDO P50 10MM SHADOW LINE STOPPING BEAD TO PERIMETER OF WINDOW AND DOOR FRAMES. WATER RESISTANT GRADE PLASTERBOARD TO ALL WET AREA WALLS. - BUILDER TO ENSURE THAT NO PART OF PROPOSED STRUCTURE INCLUDING FOOTINGS AND DRAINAGE TO ENCROACH OVER TITLE BOUNDARY. ALL BOX GUTTERS TO BE MINIMUM SLOP OF 1:200.MIMIUM SIZE TO BE 400X100MM. - ALL DOWNPIPES TO DISCHARGE TO LAWFUL POINT OF DISCHARGE. - REFER TO SURVEYORS CHECK SURVEY AND DETAILED DRAWINGS TO CONFIRM AND LOCATE ALL EXISTING SERVICES, PIPES, POLES, EMBANKMENTS, PITS AND THE LIKE PRIOR TO COMMENCING ANY WORK. - PROVIDE ADEQUATE PROTEXTION TO ADJOINING PROPERTY. - SELECTED PAINT FINISH TO ALL INTERNAL WALLS UNLESS OTHERWISE SPECIFIED. - ALLOW TO BE BATTEN AND/OR CHASE BLOCK WORK WHERE SERVICES ARE NEEDED TO GROUND FLOOR AND WHERE BATH LIPS ARE TO BE TILED OVER. - LAG OR INSULATE ALL WASTE PIPES TO COMPLY WITH BCA REQUIREMENTS. - CONFIRM ALL EXTERNAL TAP LOCATIONS ON SITE WITH ARCHITECT PRIOR TO INSTALLATION. - FINAL POSITION OF WATER METERS TO BE CONFIRMED WITH ARCHITECT. - REFER ENGINEERS DRAWINGS FOR TRAFFICABLE AND PAVING SLAB DESIGN. - ALL PARKINGS TO BE 4900 x 2600.
2 A 08
1
1a
2
3
4
5
6
7
8
8a
55800
7800
140
7960
90
8160
AMSTERDAM STREET
ENTRANCE
COL.
COL.
WT 2.03
CONC. 1
COL. WT 2.06
W11 G
D07 G
WT 2.06
G
WT 3.01
1 WT 3.01
G:004
WT 3.01
G:005
WT 3.01
180
1 IN 20 +9.200
WT 3.01
WT 1.09
FF1
TILE 1
ELEC DUCT
WT 2.03
STAIR 1 TAC
WT 1.10
WT 1.14
UP
5360
WT 1.03
5605
4495
5400
TAC
LIFT WT 1.13
12
11
10
9
7660
3282
210 40
2450
40 980 40
6000 2450 40
COL.
1410
D13 G WT 2.01
WT 2.01
840 90 1590
90 1260 180
+8.650
1100 140
7 90
2600
2400
90 180
1200 150 1080
1680
4
ELECTRICITY SUBSTATION 6.8m x4.7m x2.8m HIGH
STAIR 2
5
3895
6 7 8
COL. 6100x2400 GARAGE DOOR
WT 2.01
9
PIT
10 11
17
18
2400 1660
19
180
1390 1240
115
4
3
2
1
1100
90 1 IN 20 +9.450
2600 21
22
23
24
25
26
27
28
COL.
COL.
COL.
COL.
COL.
COL.
COL.
COL.
SHARED AREA AS 1428
12
+8.650 D16 G
WT 2.02
150
1101
WT 2.02 D.P
WT 2.02
COL.
COL. 150
+8.800
+8.800
D14 G
WT 2.04
D15 G
140
WT 2.02
FIRE EXIT CONC. PLATFORM
D.P
D.P
150 FIRE EXIT CONC. PLATFORM
CONCRETE CROSSOVER
140
2530
980 7050
2530
1310 110
PROPOSED NEW CAR ACCESS TO THE GROUND FLOOR CAR PARK
6070 7800
373
915
COL. 1200
945 140 165
D17 G
15
245 864 490
5020
G1
G
490
14
SECURITY SCREEN
150MM KERB CHANEL
150
13
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
WT 1.03
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH BOTH SIDES.
WT 1.04
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.05
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.06
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.07
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.08
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE.
WT 1.09
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE
WT 1.10
150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.11
CUSTOM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD. METAL CLADDING SYSTEM IN VERTICLE RECESS.
WT 1.12
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXTERNAL SIDE & CONCRETE FINISH TO INTERNAL SIDE.
WT 1.13
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.14
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.15
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.16
150MM PRECAST CONCRETE PANEL WITH 10MM DIRECT STICK PLASTERBOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.17
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH ONE SIDE, 35MM FURRING CHANNELS TO OTHER SIDE WITH 10MM PLASTERBOARD.
WT 1.18
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.19
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING,35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.01
140MM CONCRETE BLOCK WITH RAKED JOINTS.
WT 2.02
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.03
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.04
110MM CONCRETE BLOCK WALL WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.05
110MM CONCRETE BLOCK WALL WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 2.06
140MM CONCRETE BLOCK WALL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.07
190MM BLOCKWORK WALLS
WT 3.01
90MM TIMBER STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 10MM PLASTERBOARD FINISH TO BOTH SIIDES.
WT 4.01
ALUCOBOND CLADDING SYSTEM ON STEEL FRAME WITH R0.5 BREATHABLE SARKING & R2.0 THERMAL BATT INSULATION.
CONC 1:
CONCRETE SLAB FINISH TBA
FF1:
FLOOR FINISH TO BE ADVISED
CP-01
CARPET COURT,BAYSIGHT100% STATRON SOLUTION DYED NYLON/PE
TILE 1:
WET AREA TILE-LOFT GREY FLOOR & WALL 200X330
TILE 2:
WET AREA TILE- WHITE PORCELAIN FLOOR & WALL 300X600
TILE 3:
EXTERNAL ANTI-SLIP FLOOR TILE
TILE 4:
ANTI-SLIP FLOOR TILE
EXTERNAL WALL FINISHES
90
1330
20
WT 1.02
RC1
RENDER COLOUR 1 - QUIKCOTE ACRYLIC DRY RENDER FOR EXTERNAL MASONRY SURFACES. 20KG.COVERAGE AT 5 MM THICK 5 -6 SQ METERS.
RC 2
RENDER COLOUR 2 - QUIKCOTE FLEXIPATCH 20kg. COVERAGE APPROX. 5-10 SQ. METERS ON A SMOOTH SURFACE. 4 MM THICK.
MC 1
ALUMINIUM SHADE CANOPY IN PAINTED STEEL FRAME
MC 2
ALUCOBOND ALUMINIUM CLADDING AND FLASHING
PC 1
PRECAST CONCRETE WITH PAINT FINISH COLOR 1
PC 2
PRECAST CONCRETE WITH PAINT FINISH COLOR 2
GL 1
CLEAR GLAZING IN ALUMINIUM GLAZING CHANNEL -SHOWROOM FRONTS
GL 2
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
GL 3
CLEAR GLAZING IN ALUMINIUM FRAMES
GL 4
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL.
BS 1
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 1
BS 2
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 2
BS 3
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
ST 1
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL
D.P
COL.
4700
UP
16
5400
3
180
CAR PARK 32 SPACES (2.6X5.4 TYP.) 2600
160 610 140
750
140
WT 2.01
1570 90 860
300
D.P 1 2
2580
90
2580
2600
F
2580
5
RUBBISH/RECYCLING BIN AREA
RAMP(PARKING AT GRADE)
5800
16600
E
8
OA DUCT
COL.
COL.
16600
13
REFRIG
COL. 6
D.P
COL.
RUBBISH/RECYCLING BIN AREA
2750
14
EA DUCT
EXHAUST DUCT
FH
WT 2.05
140 480 25
15
D12 G
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
FLOOR FINISHES AND CODES
TAC
UP
180
COL.
COL.
1 A 08
WT 1.09
TAC
105 415 140 90 180
11610 4318
+8.650
LIFT
WT 1.09
4300
DIS&M
WT 3.01 WT 3.01
WT 1.03
750
4650 25590
D
90 140 480
145 140 425
D.P
0째 09' 00" 25.65 m
1 A 08
ADJOINING SINGLE STORY BRICK BUILDING
140
C
D11 G
WT 3.01
DIS&F
WT 3.01
COL.
COL.
TILE 4
WT 1.01
WT 1.09
SECURITY GARAGE DOOR
COL.
FHR
A 09
TILE 1 WT 2.03
G:001
FIP
D10 G
COL.
COL.
WT 1.10
FF1
WT 2.03
LOBBY
UP
G:003
WT 2.03
180
+8.650
90 90 90 840 300
2815
3450
WT 1.10
D09 G
WT 3.01
COL.
1795
6670
B
COL.
210
COL.
D08 G
RAMP
FF1
COL.
G
4470
2780
2600
4025
G:002
300
W12
OFFICE TENANCY 2 WT 2.03
5500
COL.
WT 2.03
OFFICE TENANCY 1
450
D.P
W08
D05 G
G
G
COL.
TILE 3 W07
W10
G
ROAD
D.P
W09
25590
D.P
D
D06 G
G
2200
W09
WT 1.11
G
23455
W06 D04 G
G
CONCRETE CROSSOVER
5125
W05
G
WALL TYPES AND FINISHES
+8.45
90
WT 1.11
W04 D03 G
G
FINISHES SCHEDULE
3480
W03
FHR
140
WT 1.11
G
D02 G
3975
150 134
COL. W22
90째 00' 00" 55.65 m
CONC.FOOTPATH
31841
140
ADJOINING CARPORT
E
COL. FIRE SEREVRICCUPBOAR ST BOO
W02
G
6401
+8.59
1200
+8.65
CONC.FOOTPATH
+8.65
FHR
W01
WT 2.02
D01 G
1010
A
WT 1.11
150
PROPOSED NEW CAR ACCESS RAMP TO THE BASEMENT CAR PARK
90째 00' 00" 55.80 m
140
1075
A1
150MM KERB CHANEL
+8.70
800
65
+8.70
6835
140
140
1314
0째 11' 00" 25.65 m
21265
15036
435
65
7800
6400
750 750 1500
G
+8.55
150
140
8100
5000
2970
7495
8100
2000
300
300 600 600
6600
8100
5000
300 600 600
6670
8100
1 IN 8
600 450
8100
1 IN 5
8100
1 IN 8
365
WT 1.12
352 2700
38959
LIST OF ABBREVIATIONS
3250 150
WILLOW LANE
FHR - FIRE HOSE REEL COL. - COLUMN C.J - CONSTRUCTION JOINT RWH - RAIN WATER HEAD PJ - PANEL JOINT EJ - EXPANSION JOINT WS - WHEEL STOPS DP/SP - DOWNPIPE & SPREADER TAC - TACTILE INDICATOR TO AS1428.4-1992 SP - STAND PIPE DP - DOWN PIPE RP - RELIEF POP SS - SEWER STACK S.C.J - SAWCUT JOINT FW - FLOOR WASTE GRILLE GATIC - GATIC STRIP DRAIN DWGS - DRAWINGS STRUCT. ENG - STRUCTURAL ENGINEER COS - CHECK ON SITE NOM. - NOMINAL DIMENSION
03
ISSUED NO.4 FOR GRADING ISSUED NO.3 FOR MARKUP
02
ISSUED NO.2 FOR MARKUP
E.S A.R
01
ISSUED NO.1 FOR MARKUP
E.S A.R
ISSUE
DESCRIPTION
BY
04
GROUND FLOOR&SITE PLAN 1
E.S A.R E.S A.R
1/11/2013 7/10/2013 13/09/2013
CHK DATE
CONSTRUCTION SET
1 : 100
PROPOSED OFFICE DEVELOPMENT 4 - 12 AMSTERDAM STREET RICHMOND,THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF JAN AND MANTON PTY. LTD.
GROUND FLOOR&SITE PLAN DATE
7/11/2013
DRAWN
SHI EN
CHECKED BY SCALE:
A.R
A 02
As indicated ISSUE
No 4
GENERAL NOTES - ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BUILDING CODE OF AUSTRALIA (ABC) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL, AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS - CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECT PRIOR TO STARTING WORK. - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. - FIRE INDEXES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA. - BUILDERS TO ENSURE THAT NOMINATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS. USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTEND FROM SLAB TO SLAB. - REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL STRUCTURAL REQUIREMENTS AND DETAILS. SEEK CLARIFICATION FROM THE ARCHITECT IF ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS ARE NOTED. - ALL NEW STAIR TREADS TO HAVE MINIMUM 250MM CLEAR WIDE TREADS WITH A MAXIMUM 190MM HIGH RISER. - ALL HANDRAIL AND BALUSTRADES SHALL BE MINIMUM 1000MM HIGH ABOVE LANDINGS AND MINIMUM 865MM HIGH ABOVE STAIR NOSINGS. SPACINGS BETWEEN BALUSTRADING AND RISERS SHALL BE A MAXIMUM OF 125MM AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16. - BALUSTRADES TO THE STAIRWAYS AND LANDINGS ARE TO BE BUILT SUCH THAT ANY ELEMENT OF THE BALUSTRADE BETWEEN 150MM AND 160MM ABOVE THE FLOOR WILL NOT FACILITATE CLIMBING. - SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP AND COMPLY WITH AS 3786. - ALL GLAZING TO AS 1288. 1994 REFER GLAZING SCHEDULE FOR DETAILS. - INSULATION TO ( MINIMUM) BCA CLAUSE VOL 1.2.3. (REFER SECTIONS FOR LOCATIONS). - ALL TIMBER FRAMINGS TO STRUCTURAL ENGINEERS DESIGN OR VICTORIAN TIMBER FRAMING MANUAL. - ALL EXTERNAL STEEL WORK AND LINTELS ARE TO BE HOT DIPPED GALVANIZED. - ALL MECHANICAL EXHAUST VENTILATION TO COMPLY WITH AS 1668.2 TO ACHIEVE MINIMUM AIR FLOW RATE OF 10 CUBIC LITERS PER HOUR.ALL FANS TO BE VENTED OUTSIDE. - ALL WET AREA WATERPROOFING MEMBRANES USED ARE TO COMPLY WITH AS4858. - ALL CONTROL JOINTS TO BE FIRE RATED EQUAL TO RATING OF WALL. - WALL TILING ON WATER PROOF MEMBRANE TO A MINIMUM 200MM ABOVE BENCHES.VANITIES, SINKS, TROUGHS, BATHS AND TO A MINIMUM HEIGHT OF 1800MM ABOVE SHOWER BASES. PROVIDE IMPERVIOUS SUBSTRATE TO SHOWER. - GRADE BATHROOMS TO FLOOR WASTES. - DRYERS TO BE LOCATED OVER WASHING MACHINE LOCATION IN LAUNDRIESUNLESS OTHERWISE NOTED. - BUILDER TO CONFIRM TILING SET OUT WITH ARCHITECTS PRIOR TO INSTALLATION. - BUILDER TO ENSURE THAT CONTROL JOINTS ARE INSTALLED IN TILES TO ALIGN WITH ANY CONTROL JOINTS IN STRUCTURAL CONCRETE SLABS. - ALL SERVICE WASTES TO BE CONCEALED UNLESS OTHERWISE NOTED. EXPOSED WASTES TO BE CHROME. - ALL CORNICES TO BE SQUARE SET. RONDO P50 10MM SHADOW LINE STOPPING BEAD TO PERIMETER OF WINDOW AND DOOR FRAMES. WATER RESISTANT GRADE PLASTERBOARD TO ALL WET AREA WALLS. - BUILDER TO ENSURE THAT NO PART OF PROPOSED STRUCTURE INCLUDING FOOTINGS AND DRAINAGE TO ENCROACH OVER TITLE BOUNDARY. ALL BOX GUTTERS TO BE MINIMUM SLOP OF 1:200.MIMIUM SIZE TO BE 400X100MM. - ALL DOWNPIPES TO DISCHARGE TO LAWFUL POINT OF DISCHARGE. - REFER TO SURVEYORS CHECK SURVEY AND DETAILED DRAWINGS TO CONFIRM AND LOCATE ALL EXISTING SERVICES, PIPES, POLES, EMBANKMENTS, PITS AND THE LIKE PRIOR TO COMMENCING ANY WORK. - PROVIDE ADEQUATE PROTEXTION TO ADJOINING PROPERTY. - SELECTED PAINT FINISH TO ALL INTERNAL WALLS UNLESS OTHERWISE SPECIFIED. - ALLOW TO BE BATTEN AND/OR CHASE BLOCK WORK WHERE SERVICES ARE NEEDED TO GROUND FLOOR AND WHERE BATH LIPS ARE TO BE TILED OVER. - LAG OR INSULATE ALL WASTE PIPES TO COMPLY WITH BCA REQUIREMENTS. - CONFIRM ALL EXTERNAL TAP LOCATIONS ON SITE WITH ARCHITECT PRIOR TO INSTALLATION. - FINAL POSITION OF WATER METERS TO BE CONFIRMED WITH ARCHITECT. - REFER ENGINEERS DRAWINGS FOR TRAFFICABLE AND PAVING SLAB DESIGN. - ALL PARKINGS TO BE 4900 x 2600.
2
1
1a
2
365
3
8100
4
8100
5
A 08
8100
6
8100
7
8100
8
8100
6400
8a
435
FINISHES SCHEDULE 600 450
6670
600300600
6600
600300600
1800
300
2473
150
2523
175
2550
150
2550
150
2550
150
2550
150
2550
150
2550
150
2550
150
2550
150
2550
150
2625
150
2550
300 851150 134
WALL TYPES AND FINISHES
1151 150 700
W10 1
1
D.P
W12 1
W13 1
W14 1
W15 1
51 1075
1090
220
270
90
90
320
90 370
90 420
COL.
W11
WT 4.01
W16 1
COL.
4025
COL.
2840
1
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
WT 1.02
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
WT 1.03
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH BOTH SIDES.
WT 1.04
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.05
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.06
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.07
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.08
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE.
WT 1.09
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE
WT 1.10
150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.11
CUSTOM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD. METAL CLADDING SYSTEM IN VERTICLE RECESS.
WT 1.12
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXTERNAL SIDE & CONCRETE FINISH TO INTERNAL SIDE.
WT 1.13
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.14
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.15
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.16
150MM PRECAST CONCRETE PANEL WITH 10MM DIRECT STICK PLASTERBOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.17
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH ONE SIDE, 35MM FURRING CHANNELS TO OTHER SIDE WITH 10MM PLASTERBOARD.
WT 1.18
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.19
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING,35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.01
140MM CONCRETE BLOCK WITH RAKED JOINTS.
WT 2.02
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
301
2775
640 90
W09
590
1
90 470
90 520
90 570
COL.
W08
WT 4.01
2775
1285
1
2700
540
W07
2700
440
1
WT 4.01
2700
440
W06
2700
390
1
90 620
90 670
COL.
W05
1
WT 4.01
2700
340
W04
90 720
770
COL.
1
2700
290
W02
2700
240
COL.
1
2700
190
W01
D.P
140
COL.
2700
WT 1.11
140
D.P
90
WT 1.11
WT 1.11
40
WT 1.11
90 810
A
WT 4.01
300 775 65
1075
A1
2700 90 720
2700
WT 1.01
WT 1.10 WT 1.10
COL.
B
COL.
F:002
COL.
COL.
CP-01
COL.
COL.
2145
OFFICE COL. W18
90
90 1655
90
1560 90 90
3385
30
2400
150
150
1
2635
150
2555
1180
3450
+12.250
WT 2.03
30
1 A 08
TAP
LOBBY
WT 3.01 uninals
MALE F:003
D11 1
TILE 2
COL.
EA DUCT
D09 1
REFRIG
COL.
OA DUCT WT 1.17
FHR
COL.
COL.
D07 1
TIEL 2
D06 1
D05 1
COMMS
KITCHEN F:007 TILE 2
WT 3.01 WT 3.01
90
SWITCHBOARD
WT 3.01
D02 1
2790
F:006
D08 1
D04 1
WT 3.01
90 3282
90
3470 2340
90
90 100
1570 90 2600
1735 90
1215
90 1050 90 1900
90 1245
90
2640
90
2555
90
901245
90
2640
90
2555
90 D.P
COL.
140MM CONCRETE BLOCK WALL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.07
190MM BLOCKWORK WALLS
WT 3.01
90MM TIMBER STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 10MM PLASTERBOARD FINISH TO BOTH SIIDES.
WT 4.01
ALUCOBOND CLADDING SYSTEM ON STEEL FRAME WITH R0.5 BREATHABLE SARKING & R2.0 THERMAL BATT INSULATION.
CONC 1:
CONCRETE SLAB FINISH TBA
FF1:
FLOOR FINISH TO BE ADVISED
CP-01
CARPET COURT,BAYSIGHT100% STATRON SOLUTION DYED NYLON/PE
TILE 1:
WET AREA TILE-LOFT GREY FLOOR & WALL 200X330
TILE 2:
WET AREA TILE- WHITE PORCELAIN FLOOR & WALL 300X600
TILE 3:
EXTERNAL ANTI-SLIP FLOOR TILE
TILE 4:
ANTI-SLIP FLOOR TILE
RC1
RENDER COLOUR 1 - QUIKCOTE ACRYLIC DRY RENDER FOR EXTERNAL MASONRY SURFACES. 20KG.COVERAGE AT 5 MM THICK 5 -6 SQ METERS.
RC 2
RENDER COLOUR 2 - QUIKCOTE FLEXIPATCH 20kg. COVERAGE APPROX. 5-10 SQ. METERS ON A SMOOTH SURFACE. 4 MM THICK.
MC 1
ALUMINIUM SHADE CANOPY IN PAINTED STEEL FRAME
MC 2
ALUCOBOND ALUMINIUM CLADDING AND FLASHING
PC 1
PRECAST CONCRETE WITH PAINT FINISH COLOR 1
PC 2
PRECAST CONCRETE WITH PAINT FINISH COLOR 2
GL 1
CLEAR GLAZING IN ALUMINIUM GLAZING CHANNEL -SHOWROOM FRONTS
GL 2
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
GL 3
CLEAR GLAZING IN ALUMINIUM FRAMES
GL 4
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL.
BS 1
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 1
BS 2
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 2
BS 3
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
ST 1
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL
WT 3.01
WT 1.10
COL.
COL.
COL.
COL.
WT 1.10
COL.
4300
D.P
110MM CONCRETE BLOCK WALL WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 2.06
12880
E
F
COL.
90
DIS&WC
D03 1
C/D
90
COL.
EXHAUST DUCT
FH
WT 2.03
1
WT 3.01
2150
2150
2150
WT 3.01
WT 3.01
F.W
90
D.P
D01 1
110MM CONCRETE BLOCK WALL WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.05
EXTERNAL WALL FINISHES
W20
TAC
D12 1
WT 3.01
4318
TAC
UP
D10 1
F.W WT 3.01
LIFT
F.W
WT 3.01
24515
CLEANER G:005
WT 1.15
TILE 2
WT 3.01
WT 3.01
WT 1.15
2145
TILE 2
WT 1.18
TILE 4
F:004
WT 2.04
FLOOR FINISHES AND CODES
TAC
F:001
LIFT
FEMALE
TAC
1
150 510 140
2500 90 90 90 1210 90 1170 485 175 90
2500 2010 90 1210 90
COL.
24360
D
25590
A 08
90 1170 90 1210 90
1
8320
90
4650
3340
F.W
F.W
STAIR 1
4495
TAP
W19
3325
WT 1.18
150 30
WT 1.17
90
90
D.P
90
C
35
WT 3.01
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
LIST OF ABBREVIATIONS W28 1 WT 1.10
150
490
G1
G
D.P
298
1250
W27
COL.
1
COL.
W26 1
D.P
COL.
W25 1
COL.
W24 1
D.P
COL.
W23
6100
750 750
COL.
1
WT 1.10
W22
COL.
1
WT 1.10
6600
750 750
6600
750 750
6600
750 750
6600
750 750
6600
750 750
WT 1.09
2700
2950
352
FHR - FIRE HOSE REEL COL. - COLUMN C.J - CONSTRUCTION JOINT RWH - RAIN WATER HEAD PJ - PANEL JOINT EJ - EXPANSION JOINT WS - WHEEL STOPS DP/SP - DOWNPIPE & SPREADER TAC - TACTILE INDICATOR TO AS1428.4-1992 SP - STAND PIPE DP - DOWN PIPE RP - RELIEF POP SS - SEWER STACK S.C.J - SAWCUT JOINT FW - FLOOR WASTE GRILLE GATIC - GATIC STRIP DRAIN DWGS - DRAWINGS STRUCT. ENG - STRUCTURAL ENGINEER COS - CHECK ON SITE NOM. - NOMINAL DIMENSION
03
ISSUED NO.4 FOR GRADING ISSUED NO.3 FOR MARKUP
02
ISSUED NO.2 FOR MARKUP
E.S A.R
01
ISSUED NO.1 FOR MARKUP
E.S A.R
ISSUE
DESCRIPTION
BY
04
E.S A.R E.S A.R
1/11/2013 7/10/2013 13/09/2013
CHK DATE
CONSTRUCTION SET
FIRST FLOOR PLAN 1
1 : 100
PROPOSED OFFICE DEVELOPMENT 4 - 12 AMSTERDAM STREET RICHMOND,THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF JAN AND MANTON PTY. LTD.
FIRST FLOOR PLAN DATE
7/11/2013
DRAWN
SHI EN
CHECKED BY SCALE:
A.R
A 03
As indicated ISSUE
No 4
GENERAL NOTES
1
1a
2
3
4
5
6
7
8
- ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BUILDING CODE OF AUSTRALIA (ABC) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL, AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS - CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECT PRIOR TO STARTING WORK. - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. - FIRE INDEXES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA. - BUILDERS TO ENSURE THAT NOMINATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS. USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTEND FROM SLAB TO SLAB. - REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL STRUCTURAL REQUIREMENTS AND DETAILS. SEEK CLARIFICATION FROM THE ARCHITECT IF ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS ARE NOTED. - ALL NEW STAIR TREADS TO HAVE MINIMUM 250MM CLEAR WIDE TREADS WITH A MAXIMUM 190MM HIGH RISER. - ALL HANDRAIL AND BALUSTRADES SHALL BE MINIMUM 1000MM HIGH ABOVE LANDINGS AND MINIMUM 865MM HIGH ABOVE STAIR NOSINGS. SPACINGS BETWEEN BALUSTRADING AND RISERS SHALL BE A MAXIMUM OF 125MM AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16. - BALUSTRADES TO THE STAIRWAYS AND LANDINGS ARE TO BE BUILT SUCH THAT ANY ELEMENT OF THE BALUSTRADE BETWEEN 150MM AND 160MM ABOVE THE FLOOR WILL NOT FACILITATE CLIMBING. - SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP AND COMPLY WITH AS 3786. - ALL GLAZING TO AS 1288. 1994 REFER GLAZING SCHEDULE FOR DETAILS. - INSULATION TO ( MINIMUM) BCA CLAUSE VOL 1.2.3. (REFER SECTIONS FOR LOCATIONS). - ALL TIMBER FRAMINGS TO STRUCTURAL ENGINEERS DESIGN OR VICTORIAN TIMBER FRAMING MANUAL. - ALL EXTERNAL STEEL WORK AND LINTELS ARE TO BE HOT DIPPED GALVANIZED. - ALL MECHANICAL EXHAUST VENTILATION TO COMPLY WITH AS 1668.2 TO ACHIEVE MINIMUM AIR FLOW RATE OF 10 CUBIC LITERS PER HOUR.ALL FANS TO BE VENTED OUTSIDE. - ALL WET AREA WATERPROOFING MEMBRANES USED ARE TO COMPLY WITH AS4858. - ALL CONTROL JOINTS TO BE FIRE RATED EQUAL TO RATING OF WALL. - WALL TILING ON WATER PROOF MEMBRANE TO A MINIMUM 200MM ABOVE BENCHES.VANITIES, SINKS, TROUGHS, BATHS AND TO A MINIMUM HEIGHT OF 1800MM ABOVE SHOWER BASES. PROVIDE IMPERVIOUS SUBSTRATE TO SHOWER. - GRADE BATHROOMS TO FLOOR WASTES. - DRYERS TO BE LOCATED OVER WASHING MACHINE LOCATION IN LAUNDRIESUNLESS OTHERWISE NOTED. - BUILDER TO CONFIRM TILING SET OUT WITH ARCHITECTS PRIOR TO INSTALLATION. - BUILDER TO ENSURE THAT CONTROL JOINTS ARE INSTALLED IN TILES TO ALIGN WITH ANY CONTROL JOINTS IN STRUCTURAL CONCRETE SLABS. - ALL SERVICE WASTES TO BE CONCEALED UNLESS OTHERWISE NOTED. EXPOSED WASTES TO BE CHROME. - ALL CORNICES TO BE SQUARE SET. RONDO P50 10MM SHADOW LINE STOPPING BEAD TO PERIMETER OF WINDOW AND DOOR FRAMES. WATER RESISTANT GRADE PLASTERBOARD TO ALL WET AREA WALLS. - BUILDER TO ENSURE THAT NO PART OF PROPOSED STRUCTURE INCLUDING FOOTINGS AND DRAINAGE TO ENCROACH OVER TITLE BOUNDARY. ALL BOX GUTTERS TO BE MINIMUM SLOP OF 1:200.MIMIUM SIZE TO BE 400X100MM. - ALL DOWNPIPES TO DISCHARGE TO LAWFUL POINT OF DISCHARGE. - REFER TO SURVEYORS CHECK SURVEY AND DETAILED DRAWINGS TO CONFIRM AND LOCATE ALL EXISTING SERVICES, PIPES, POLES, EMBANKMENTS, PITS AND THE LIKE PRIOR TO COMMENCING ANY WORK. - PROVIDE ADEQUATE PROTEXTION TO ADJOINING PROPERTY. - SELECTED PAINT FINISH TO ALL INTERNAL WALLS UNLESS OTHERWISE SPECIFIED. - ALLOW TO BE BATTEN AND/OR CHASE BLOCK WORK WHERE SERVICES ARE NEEDED TO GROUND FLOOR AND WHERE BATH LIPS ARE TO BE TILED OVER. - LAG OR INSULATE ALL WASTE PIPES TO COMPLY WITH BCA REQUIREMENTS. - CONFIRM ALL EXTERNAL TAP LOCATIONS ON SITE WITH ARCHITECT PRIOR TO INSTALLATION. - FINAL POSITION OF WATER METERS TO BE CONFIRMED WITH ARCHITECT. - REFER ENGINEERS DRAWINGS FOR TRAFFICABLE AND PAVING SLAB DESIGN. - ALL PARKINGS TO BE 4900 x 2600.
8a
55800 365
8100
452
7868
8100 300
8100
7800
300
8100
8100
2400
8100
6400
30278
435
4967
1435
FINISHES SCHEDULE 2
WALL TYPES AND FINISHES
FALL
FAL L
FALL
7595
W04 2
F.W +15.850
W04 2
W05 2
D.P
W07 2
W06 2
W09 2
W08 2
D18 2
F.W
W11 2
W10 2
FALL
W13 2
W12 2
W14 2
W15 2
D.P
W03 2
W17 2
90 90 1655
90
90
1650
90
3385
150
2400
65 D.P
W23 2
W24 2
W25 2
W26 2
F.W 5000
1405
W28 2
150
2635
150
2405
150 30
D20 2
1
F.W
S:005
WT 3.01
2470
TILE 2
D11 2
TILE 4
D12 2
F.W
CONC. 1
D01 2
WT 2.03
FH
D10 2
EXHAUST DUCT
EA DUCT
REFRIG
OA DUCT WT 1.17
FHR
WT 3.01
DIS&WC S:006
D09 2
D08 2
D05 2
D07 2
D06 2
D04 2
WT 3.01
SWITCHBOARD
WT 3.01
D02 2
KITCHEN S:007
D03 2
COMMS
W30 2
2790
WT 3.01
D.P
WT 3.01
TILE 2
90
WT 3.01
W29 2
TAC
WT 3.01
90
90
S:001
LIFT
F.W
2150
2150
2150 90
WT 1.15
LOBBY
WT 3.01
2340
90
90 100
3400 2600
90
1050
90 1215 90 90 1900 90
1245 1245
90 90
2640 2640
90 90
2555 2555
90 FA LL
3282
90
3470
WT 1.02
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
WT 1.03
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH BOTH SIDES.
WT 1.04
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.05
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.06
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.07
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.08
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE.
WT 1.09
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE
WT 1.10
150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.11
CUSTOM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD. METAL CLADDING SYSTEM IN VERTICLE RECESS.
WT 1.12
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXTERNAL SIDE & CONCRETE FINISH TO INTERNAL SIDE.
WT 1.13
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.14
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.15
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.16
150MM PRECAST CONCRETE PANEL WITH 10MM DIRECT STICK PLASTERBOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.17
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH ONE SIDE, 35MM FURRING CHANNELS TO OTHER SIDE WITH 10MM PLASTERBOARD.
WT 1.18
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.19
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING,35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.01
140MM CONCRETE BLOCK WITH RAKED JOINTS.
WT 2.02
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.03
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.04
110MM CONCRETE BLOCK WALL WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.05
110MM CONCRETE BLOCK WALL WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 2.06
140MM CONCRETE BLOCK WALL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.07
190MM BLOCKWORK WALLS
WT 3.01
90MM TIMBER STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 10MM PLASTERBOARD FINISH TO BOTH SIIDES.
WT 4.01
ALUCOBOND CLADDING SYSTEM ON STEEL FRAME WITH R0.5 BREATHABLE SARKING & R2.0 THERMAL BATT INSULATION.
D21 2
90
CONC 1:
CONCRETE SLAB FINISH TBA
FF1:
FLOOR FINISH TO BE ADVISED
CP-01
CARPET COURT,BAYSIGHT100% STATRON SOLUTION DYED NYLON/PE
TILE 1:
WET AREA TILE-LOFT GREY FLOOR & WALL 200X330
TILE 2:
WET AREA TILE- WHITE PORCELAIN FLOOR & WALL 300X600
TILE 3:
EXTERNAL ANTI-SLIP FLOOR TILE
TILE 4:
ANTI-SLIP FLOOR TILE
EXTERNAL WALL FINISHES
W31 2
90
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
FLOOR FINISHES AND CODES 24668
CLEANER
TILE 2
16098
WT 1.15
TILE 2
F.W
4318
WT 1.18
4645
uninals
2500 90 90 48517590
TILE 2 WT 3.01
TAC
LIFT
S:004
90
90 1210 90
2010
90
2500
3340 90 1170 90 1210 90
8320
MALE S:003
TAC
+15.850
1.7mH TRANSLUCENT GLASS/ALUMINIUM FRAMED SCREEN
STAIR 1
FEMALE
F.W
30
TAP
TAP
150 510 140
W01 2
WT 1.01
WT 1.18
90
90
90
35
150
D.P
WT 1.17
FAL L
675
WT 3.01
WT 1.10
17056
W22 2
FALL
A 08
WT 3.01
E
W21 2
+15.850 W02 2
4650
D
D19 2
CP-01
25590
A 08
W20 2
FALL
W27 2
F.W
1
W19 2
W18 2
F.W
+15.850
S:002
D17 2
5850 3450
FALL
W16 2
F.W
OFFICE
2950
C
900 F.W
FAL L
F.W
1800
F.W
4025
B
+16.950
1610
1950
A
+15.950
2000
1075
A1
800
65
A 08
RC1
RENDER COLOUR 1 - QUIKCOTE ACRYLIC DRY RENDER FOR EXTERNAL MASONRY SURFACES. 20KG.COVERAGE AT 5 MM THICK 5 -6 SQ METERS.
RC 2
RENDER COLOUR 2 - QUIKCOTE FLEXIPATCH 20kg. COVERAGE APPROX. 5-10 SQ. METERS ON A SMOOTH SURFACE. 4 MM THICK.
MC 1
ALUMINIUM SHADE CANOPY IN PAINTED STEEL FRAME
MC 2
ALUCOBOND ALUMINIUM CLADDING AND FLASHING
PC 1
PRECAST CONCRETE WITH PAINT FINISH COLOR 1
PC 2
PRECAST CONCRETE WITH PAINT FINISH COLOR 2
GL 1
CLEAR GLAZING IN ALUMINIUM GLAZING CHANNEL -SHOWROOM FRONTS
GL 2
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
GL 3
CLEAR GLAZING IN ALUMINIUM FRAMES
GL 4
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL.
BS 1
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 1
BS 2
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 2
BS 3
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
ST 1
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL
F.W
F
D.P
WT 1.10
D16 2
TILE 3
WT 1.10
150
298
1250 1250
W37 2
TILE 3
D.P
WT 1.10
W38 2
D15 2
WT 3.01
WT 1.10
D.P
SKIRTING CAPPING
W36
W35
2
2
W34 D.P
W33 2 WT 4.01
2
FALL
WT 1.10
767
W39 2
1.0mH BALUSTRADE
150
737 90
WT 3.01
150
G1
G
490
4300
W32 2
WT 1.10
6250 6100
150
600 600 750 750
180
7250 6600
140
32270
750
32400
150
6662 6400
352
LIST OF ABBREVIATIONS FHR - FIRE HOSE REEL COL. - COLUMN C.J - CONSTRUCTION JOINT RWH - RAIN WATER HEAD PJ - PANEL JOINT EJ - EXPANSION JOINT WS - WHEEL STOPS DP/SP - DOWNPIPE & SPREADER TAC - TACTILE INDICATOR TO AS1428.4-1992 SP - STAND PIPE DP - DOWN PIPE RP - RELIEF POP SS - SEWER STACK S.C.J - SAWCUT JOINT FW - FLOOR WASTE GRILLE GATIC - GATIC STRIP DRAIN DWGS - DRAWINGS STRUCT. ENG - STRUCTURAL ENGINEER COS - CHECK ON SITE NOM. - NOMINAL DIMENSION
03
ISSUED NO.4 FOR GRADING ISSUED NO.3 FOR MARKUP
02
ISSUED NO.2 FOR MARKUP
E.S A.R
01
ISSUED NO.1 FOR MARKUP
E.S A.R
ISSUE
DESCRIPTION
BY
04
E.S A.R E.S A.R
1/11/2013 7/10/2013 13/09/2013
CHK DATE
CONSTRUCTION SET
SECOND FLOOR PLAN 1
1 : 100
PROPOSED OFFICE DEVELOPMENT 4 - 12 AMSTERDAM STREET RICHMOND,THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF JAN AND MANTON PTY. LTD.
SECTION FLOOR PLAN DATE
7/11/2013
DRAWN
SHI EN
CHECKED BY SCALE:
A.R
A 04
As indicated ISSUE
No 4
GENERAL NOTES
1
1a
2
365
3
8100
4
8100
5
8100
6
8100
7
8100
8
8100
6400
- ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BUILDING CODE OF AUSTRALIA (ABC) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL, AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS - CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECT PRIOR TO STARTING WORK. - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. - FIRE INDEXES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA. - BUILDERS TO ENSURE THAT NOMINATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS. USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTEND FROM SLAB TO SLAB. - REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL STRUCTURAL REQUIREMENTS AND DETAILS. SEEK CLARIFICATION FROM THE ARCHITECT IF ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS ARE NOTED. - ALL NEW STAIR TREADS TO HAVE MINIMUM 250MM CLEAR WIDE TREADS WITH A MAXIMUM 190MM HIGH RISER. - ALL HANDRAIL AND BALUSTRADES SHALL BE MINIMUM 1000MM HIGH ABOVE LANDINGS AND MINIMUM 865MM HIGH ABOVE STAIR NOSINGS. SPACINGS BETWEEN BALUSTRADING AND RISERS SHALL BE A MAXIMUM OF 125MM AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16. - BALUSTRADES TO THE STAIRWAYS AND LANDINGS ARE TO BE BUILT SUCH THAT ANY ELEMENT OF THE BALUSTRADE BETWEEN 150MM AND 160MM ABOVE THE FLOOR WILL NOT FACILITATE CLIMBING. - SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP AND COMPLY WITH AS 3786. - ALL GLAZING TO AS 1288. 1994 REFER GLAZING SCHEDULE FOR DETAILS. - INSULATION TO ( MINIMUM) BCA CLAUSE VOL 1.2.3. (REFER SECTIONS FOR LOCATIONS). - ALL TIMBER FRAMINGS TO STRUCTURAL ENGINEERS DESIGN OR VICTORIAN TIMBER FRAMING MANUAL. - ALL EXTERNAL STEEL WORK AND LINTELS ARE TO BE HOT DIPPED GALVANIZED. - ALL MECHANICAL EXHAUST VENTILATION TO COMPLY WITH AS 1668.2 TO ACHIEVE MINIMUM AIR FLOW RATE OF 10 CUBIC LITERS PER HOUR.ALL FANS TO BE VENTED OUTSIDE. - ALL WET AREA WATERPROOFING MEMBRANES USED ARE TO COMPLY WITH AS4858. - ALL CONTROL JOINTS TO BE FIRE RATED EQUAL TO RATING OF WALL. - WALL TILING ON WATER PROOF MEMBRANE TO A MINIMUM 200MM ABOVE BENCHES.VANITIES, SINKS, TROUGHS, BATHS AND TO A MINIMUM HEIGHT OF 1800MM ABOVE SHOWER BASES. PROVIDE IMPERVIOUS SUBSTRATE TO SHOWER. - GRADE BATHROOMS TO FLOOR WASTES. - DRYERS TO BE LOCATED OVER WASHING MACHINE LOCATION IN LAUNDRIESUNLESS OTHERWISE NOTED. - BUILDER TO CONFIRM TILING SET OUT WITH ARCHITECTS PRIOR TO INSTALLATION. - BUILDER TO ENSURE THAT CONTROL JOINTS ARE INSTALLED IN TILES TO ALIGN WITH ANY CONTROL JOINTS IN STRUCTURAL CONCRETE SLABS. - ALL SERVICE WASTES TO BE CONCEALED UNLESS OTHERWISE NOTED. EXPOSED WASTES TO BE CHROME. - ALL CORNICES TO BE SQUARE SET. RONDO P50 10MM SHADOW LINE STOPPING BEAD TO PERIMETER OF WINDOW AND DOOR FRAMES. WATER RESISTANT GRADE PLASTERBOARD TO ALL WET AREA WALLS. - BUILDER TO ENSURE THAT NO PART OF PROPOSED STRUCTURE INCLUDING FOOTINGS AND DRAINAGE TO ENCROACH OVER TITLE BOUNDARY. ALL BOX GUTTERS TO BE MINIMUM SLOP OF 1:200.MIMIUM SIZE TO BE 400X100MM. - ALL DOWNPIPES TO DISCHARGE TO LAWFUL POINT OF DISCHARGE. - REFER TO SURVEYORS CHECK SURVEY AND DETAILED DRAWINGS TO CONFIRM AND LOCATE ALL EXISTING SERVICES, PIPES, POLES, EMBANKMENTS, PITS AND THE LIKE PRIOR TO COMMENCING ANY WORK. - PROVIDE ADEQUATE PROTEXTION TO ADJOINING PROPERTY. - SELECTED PAINT FINISH TO ALL INTERNAL WALLS UNLESS OTHERWISE SPECIFIED. - ALLOW TO BE BATTEN AND/OR CHASE BLOCK WORK WHERE SERVICES ARE NEEDED TO GROUND FLOOR AND WHERE BATH LIPS ARE TO BE TILED OVER. - LAG OR INSULATE ALL WASTE PIPES TO COMPLY WITH BCA REQUIREMENTS. - CONFIRM ALL EXTERNAL TAP LOCATIONS ON SITE WITH ARCHITECT PRIOR TO INSTALLATION. - FINAL POSITION OF WATER METERS TO BE CONFIRMED WITH ARCHITECT. - REFER ENGINEERS DRAWINGS FOR TRAFFICABLE AND PAVING SLAB DESIGN. - ALL PARKINGS TO BE 4900 x 2600.
8a
435
2 A 08
65
FINISHES SCHEDULE WALL TYPES AND FINISHES
+16.950
FLAT ROOF / TERRACE AREA BELOW 1350
A
+15.970
1075
A1
METAL CANOPY +19.750
4025
+19.750 +19.600
D.P & SUMP
D.P & SUMP
POP O/FLOW
B 3450
FALL
POP O/FLOW
METAL DECK ROOR @5 DEG. PITCH ON ROOF FRAME TO ENGEER'S DETAILS
FALL
D.P & SUMP
+19.450
FALL 3788
ROOF
2870
1 A 08
C
+20.950
1
+20.520
4318
+19.545
LL FA
FALL
E.A DUCT
1400
METAL DECK ROOR @5 DEG. PITCH ON ROOF FRAME TO ENGEER'S DETAILS
A 08
FA LL
LIFT ROOF
TANKED CONCRETE ROOF TO ENGINEER'S DETAILS WITH 1:80 FALLS TO SPOON DRAINS & FLOOR WASTES
FALL
METAL DECK ROOR @5 DEG. PITCH ON ROOF FRAME TO ENGEER'S DETAILS
+20.520
EXHAUST DUCT
F.W
PLANT/SERVICE AREA
FLAT ROOF / TERRACE AREA BELOW
FALL
D.P & SUMP
1200mm HIGH SCREENS TO SERVICE ENCLOSURE
FALL
D
+20.475
POP O/FLOW
4650
LL FA
D.P & SUMP
+19.700
+15.580
FALL
FA LL
WT 1.01
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
WT 1.02
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
WT 1.03
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH BOTH SIDES.
WT 1.04
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.05
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.06
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.07
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.08
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE.
WT 1.09
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE
WT 1.10
150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.11
CUSTOM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD. METAL CLADDING SYSTEM IN VERTICLE RECESS.
WT 1.12
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXTERNAL SIDE & CONCRETE FINISH TO INTERNAL SIDE.
WT 1.13
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.14
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.15
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.16
150MM PRECAST CONCRETE PANEL WITH 10MM DIRECT STICK PLASTERBOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.17
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH ONE SIDE, 35MM FURRING CHANNELS TO OTHER SIDE WITH 10MM PLASTERBOARD.
WT 1.18
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.19
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING,35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.01
140MM CONCRETE BLOCK WITH RAKED JOINTS.
WT 2.02
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.03
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.04
110MM CONCRETE BLOCK WALL WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.05
110MM CONCRETE BLOCK WALL WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 2.06
140MM CONCRETE BLOCK WALL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.07
190MM BLOCKWORK WALLS
WT 3.01
90MM TIMBER STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 10MM PLASTERBOARD FINISH TO BOTH SIIDES.
WT 4.01
ALUCOBOND CLADDING SYSTEM ON STEEL FRAME WITH R0.5 BREATHABLE SARKING & R2.0 THERMAL BATT INSULATION.
FLOOR FINISHES AND CODES CONC 1:
CONCRETE SLAB FINISH TBA
FF1:
FLOOR FINISH TO BE ADVISED
CP-01
CARPET COURT,BAYSIGHT100% STATRON SOLUTION DYED NYLON/PE
TILE 1:
WET AREA TILE-LOFT GREY FLOOR & WALL 200X330
TILE 2:
WET AREA TILE- WHITE PORCELAIN FLOOR & WALL 300X600
TILE 3:
EXTERNAL ANTI-SLIP FLOOR TILE
TILE 4:
ANTI-SLIP FLOOR TILE
3282
METAL DECK ROOR @5 DEG. PITCH ON ROOF FRAME TO ENGEER'S DETAILS
F
D.P & SUMP
E
D.P & SUMP
EXTERNAL WALL FINISHES
FALL
FALL
FALL
FALL
RENDER COLOUR 1 - QUIKCOTE ACRYLIC DRY RENDER FOR EXTERNAL MASONRY SURFACES. 20KG.COVERAGE AT 5 MM THICK 5 -6 SQ METERS.
RC 2
RENDER COLOUR 2 - QUIKCOTE FLEXIPATCH 20kg. COVERAGE APPROX. 5-10 SQ. METERS ON A SMOOTH SURFACE. 4 MM THICK.
MC 1
ALUMINIUM SHADE CANOPY IN PAINTED STEEL FRAME
MC 2
ALUCOBOND ALUMINIUM CLADDING AND FLASHING
PC 1
PRECAST CONCRETE WITH PAINT FINISH COLOR 1
PC 2
PRECAST CONCRETE WITH PAINT FINISH COLOR 2
GL 1
CLEAR GLAZING IN ALUMINIUM GLAZING CHANNEL -SHOWROOM FRONTS
GL 2
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
GL 3
CLEAR GLAZING IN ALUMINIUM FRAMES
GL 4
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL.
BS 1
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 1
BS 2
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 2
BS 3
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
ST 1
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL
4300
METAL DECK ROOR @5 DEG. PITCH ON ROOF FRAME TO ENGEER'S DETAILS
RC1
G1
G
490
D.P & SUMP
POP O/FLOW
500
+19.600
90
300
300 D.P & SUMP
POP O/FLOW
D.P & SUMP
+19.600
+19.750
+19.700
LIST OF ABBREVIATIONS FHR - FIRE HOSE REEL COL. - COLUMN C.J - CONSTRUCTION JOINT RWH - RAIN WATER HEAD PJ - PANEL JOINT EJ - EXPANSION JOINT WS - WHEEL STOPS DP/SP - DOWNPIPE & SPREADER TAC - TACTILE INDICATOR TO AS1428.4-1992 SP - STAND PIPE DP - DOWN PIPE RP - RELIEF POP SS - SEWER STACK S.C.J - SAWCUT JOINT FW - FLOOR WASTE GRILLE GATIC - GATIC STRIP DRAIN DWGS - DRAWINGS STRUCT. ENG - STRUCTURAL ENGINEER COS - CHECK ON SITE NOM. - NOMINAL DIMENSION
03
ISSUED NO.4 FOR GRADING ISSUED NO.3 FOR MARKUP
02
ISSUED NO.2 FOR MARKUP
E.S A.R
01
ISSUED NO.1 FOR MARKUP
E.S A.R
ISSUE
DESCRIPTION
BY
04
ROOF PLAN 1
1 : 100
E.S A.R E.S A.R
1/11/2013 7/10/2013 13/09/2013
CHK DATE
CONSTRUCTION SET PROPOSED OFFICE DEVELOPMENT 4 - 12 AMSTERDAM STREET RICHMOND,THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF JAN AND MANTON PTY. LTD.
ROOF PLAN DATE
7/11/2013
DRAWN
SHI EN
CHECKED BY SCALE:
A.R
A 05
As indicated ISSUE
No 4
GENERAL NOTES
G
F
E
D
C
B
1500
W29 2
GL2 D20 2
GL2
W28 2
W27 2
MC2
11250
PC1
PC1 GL3
W20 1
PC1
W19
GL3
1
W18 1
20MM REBATES IN PANELS SHOWN PLASTIC
WALL TYPES AND FINISHES
PC1
03 FIRST FLOOR
3600
3220
3220
580
7350
+8.650
FINISHES SCHEDULE
FIRST FLOOR FCL 4180
+14.950
5280
PC1
04 SECOND FLOOR
900
PC1
1000
PC1
GL3
+12.250
SECOND FLOOR FCL
W26 2
1700 H TRALUCENT GLASS
PC1
05 ROOF EAVE
3600
+18.550
GL2
W30 2
W31 2
D21 2
MC2
+14.950
GL2
3600
W32 2
GL2
1700
GL2
300
MC2 GL2
W33 2
1200
+15.850
06 TOP MC1
2700
+18.550
300300
+19.750
GL2
A1
BS1
+20.950
+19.450
A
1700
G1
- ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BUILDING CODE OF AUSTRALIA (ABC) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL, AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS - CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECT PRIOR TO STARTING WORK. - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. - FIRE INDEXES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA. - BUILDERS TO ENSURE THAT NOMINATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS. USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTEND FROM SLAB TO SLAB. - REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL STRUCTURAL REQUIREMENTS AND DETAILS. SEEK CLARIFICATION FROM THE ARCHITECT IF ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS ARE NOTED. - ALL NEW STAIR TREADS TO HAVE MINIMUM 250MM CLEAR WIDE TREADS WITH A MAXIMUM 190MM HIGH RISER. - ALL HANDRAIL AND BALUSTRADES SHALL BE MINIMUM 1000MM HIGH ABOVE LANDINGS AND MINIMUM 865MM HIGH ABOVE STAIR NOSINGS. SPACINGS BETWEEN BALUSTRADING AND RISERS SHALL BE A MAXIMUM OF 125MM AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16. - BALUSTRADES TO THE STAIRWAYS AND LANDINGS ARE TO BE BUILT SUCH THAT ANY ELEMENT OF THE BALUSTRADE BETWEEN 150MM AND 160MM ABOVE THE FLOOR WILL NOT FACILITATE CLIMBING. - SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP AND COMPLY WITH AS 3786. - ALL GLAZING TO AS 1288. 1994 REFER GLAZING SCHEDULE FOR DETAILS. - INSULATION TO ( MINIMUM) BCA CLAUSE VOL 1.2.3. (REFER SECTIONS FOR LOCATIONS). - ALL TIMBER FRAMINGS TO STRUCTURAL ENGINEERS DESIGN OR VICTORIAN TIMBER FRAMING MANUAL. - ALL EXTERNAL STEEL WORK AND LINTELS ARE TO BE HOT DIPPED GALVANIZED. - ALL MECHANICAL EXHAUST VENTILATION TO COMPLY WITH AS 1668.2 TO ACHIEVE MINIMUM AIR FLOW RATE OF 10 CUBIC LITERS PER HOUR.ALL FANS TO BE VENTED OUTSIDE. - ALL WET AREA WATERPROOFING MEMBRANES USED ARE TO COMPLY WITH AS4858. - ALL CONTROL JOINTS TO BE FIRE RATED EQUAL TO RATING OF WALL. - WALL TILING ON WATER PROOF MEMBRANE TO A MINIMUM 200MM ABOVE BENCHES.VANITIES, SINKS, TROUGHS, BATHS AND TO A MINIMUM HEIGHT OF 1800MM ABOVE SHOWER BASES. PROVIDE IMPERVIOUS SUBSTRATE TO SHOWER. - GRADE BATHROOMS TO FLOOR WASTES. - DRYERS TO BE LOCATED OVER WASHING MACHINE LOCATION IN LAUNDRIESUNLESS OTHERWISE NOTED. - BUILDER TO CONFIRM TILING SET OUT WITH ARCHITECTS PRIOR TO INSTALLATION. - BUILDER TO ENSURE THAT CONTROL JOINTS ARE INSTALLED IN TILES TO ALIGN WITH ANY CONTROL JOINTS IN STRUCTURAL CONCRETE SLABS. - ALL SERVICE WASTES TO BE CONCEALED UNLESS OTHERWISE NOTED. EXPOSED WASTES TO BE CHROME. - ALL CORNICES TO BE SQUARE SET. RONDO P50 10MM SHADOW LINE STOPPING BEAD TO PERIMETER OF WINDOW AND DOOR FRAMES. WATER RESISTANT GRADE PLASTERBOARD TO ALL WET AREA WALLS. - BUILDER TO ENSURE THAT NO PART OF PROPOSED STRUCTURE INCLUDING FOOTINGS AND DRAINAGE TO ENCROACH OVER TITLE BOUNDARY. ALL BOX GUTTERS TO BE MINIMUM SLOP OF 1:200.MIMIUM SIZE TO BE 400X100MM. - ALL DOWNPIPES TO DISCHARGE TO LAWFUL POINT OF DISCHARGE. - REFER TO SURVEYORS CHECK SURVEY AND DETAILED DRAWINGS TO CONFIRM AND LOCATE ALL EXISTING SERVICES, PIPES, POLES, EMBANKMENTS, PITS AND THE LIKE PRIOR TO COMMENCING ANY WORK. - PROVIDE ADEQUATE PROTEXTION TO ADJOINING PROPERTY. - SELECTED PAINT FINISH TO ALL INTERNAL WALLS UNLESS OTHERWISE SPECIFIED. - ALLOW TO BE BATTEN AND/OR CHASE BLOCK WORK WHERE SERVICES ARE NEEDED TO GROUND FLOOR AND WHERE BATH LIPS ARE TO BE TILED OVER. - LAG OR INSULATE ALL WASTE PIPES TO COMPLY WITH BCA REQUIREMENTS. - CONFIRM ALL EXTERNAL TAP LOCATIONS ON SITE WITH ARCHITECT PRIOR TO INSTALLATION. - FINAL POSITION OF WATER METERS TO BE CONFIRMED WITH ARCHITECT. - REFER ENGINEERS DRAWINGS FOR TRAFFICABLE AND PAVING SLAB DESIGN. - ALL PARKINGS TO BE 4900 x 2600.
02 GROUND FLOOR TITLE BOUNDARY
TITLE BOUNDARY
+8.500
+8.50 EXSTING GROUND FLOOR LEVEL AT SOUTH WEST CORNER OF THE SITE +5.850
+8.450
+8.450 EXSTING GROUND FLOOR LEVEL AT SOUTH WEST CORNER OF THE SITE
01 BASEMENT
EAST ELEVATION 1
1 : 100
WT 1.01
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
WT 1.02
PRECAST CONCRETE PANEL (THICKNESS T.B.C BY ENGINEER) WITH NYLEX COREDRAIN SYSTEM INSTALLED TO MANUFACTURER'S RECOMMENDATIONS, GEOTEXTILE STRIP DRAIN TO BASE OF WALLS CONNECTED TO STORMWATER SYSTEM, CONCRETE FINISH TO INSIDE.
WT 1.03
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH BOTH SIDES.
WT 1.04
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.05
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, 35MM FURRING CHANNELS TO LIFT LOBBY SIDE WITH 10MM PLASTERBOARD.
WT 1.06
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.07
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO BASEMENT SIDE, WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 1.08
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE.
WT 1.09
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO EXTERNAL SIDE AND CONCRETE FINISH TO INTERNAL SIDE
WT 1.10
150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.11
CUSTOM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD. METAL CLADDING SYSTEM IN VERTICLE RECESS.
WT 1.12
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXTERNAL SIDE & CONCRETE FINISH TO INTERNAL SIDE.
WT 1.13
180MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.14
180MM PRECAST CONCRETE PANEL WITH 10MM DIRECT FIX PLASTER BOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.15
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH TO LIFT SHAFT SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.16
150MM PRECAST CONCRETE PANEL WITH 10MM DIRECT STICK PLASTERBOARD TO STAIR SIDE, WITH DIRECT STICK WALL TILES TO LIFT LOBBY SIDE.
WT 1.17
150MM PRECAST CONCRETE PANEL WITH CONCRETE FINISH ONE SIDE, 35MM FURRING CHANNELS TO OTHER SIDE WITH 10MM PLASTERBOARD.
WT 1.18
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 1.19
150MM PRECAST CONCRETE PANEL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING,35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.01
140MM CONCRETE BLOCK WITH RAKED JOINTS.
WT 2.02
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.03
140MM CONCRETE BLOCK WITH RAKED JOINTS WITH RAKED JOINTS TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.04
110MM CONCRETE BLOCK WALL WITH RAKED JOINTS INTERNAL SIDE AND RENDER ON EXTERNAL SIDE.
WT 2.05
110MM CONCRETE BLOCK WALL WITH DIRECT STICK 10MM PLASTERBOARD TO STAIR SIDE.
WT 2.06
140MM CONCRETE BLOCK WALL WITH RENDERED FINISH TO EXT. SIDE, 10MM R0.5 REFLECTIVE TYPE BREATHABLE SARKING, 35MM FURRING CHANNELS, 10MM FOILBOARD INSULATION TO INT. SIDE WITH 10MM PLASTERBOARD.
WT 2.07
190MM BLOCKWORK WALLS
WT 3.01
90MM TIMBER STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 10MM PLASTERBOARD FINISH TO BOTH SIIDES.
WT 4.01
ALUCOBOND CLADDING SYSTEM ON STEEL FRAME WITH R0.5 BREATHABLE SARKING & R2.0 THERMAL BATT INSULATION.
FLOOR FINISHES AND CODES
A1
A
B
C
D
E
SELECTED AOLORBOUND ROOF LYSAGHT KLIP-LOK@406 ROOF SHEETING
2500
2800
W04 2
GL2 W03 2
GL3
1100
PC2
LYSAGHT Z.A PARAPET CAPPING
GL2
PC2
PC2
PC2
PC2
PC2
PC2
+18.550
06 TOP 05 ROOF EAVE
PC2
PC2
CARPET COURT,BAYSIGHT100% STATRON SOLUTION DYED NYLON/PE
TILE 1:
WET AREA TILE-LOFT GREY FLOOR & WALL 200X330
TILE 2:
WET AREA TILE- WHITE PORCELAIN FLOOR & WALL 300X600
TILE 3:
EXTERNAL ANTI-SLIP FLOOR TILE
TILE 4:
ANTI-SLIP FLOOR TILE
RC1
RENDER COLOUR 1 - QUIKCOTE ACRYLIC DRY RENDER FOR EXTERNAL MASONRY SURFACES. 20KG.COVERAGE AT 5 MM THICK 5 -6 SQ METERS.
RC 2
RENDER COLOUR 2 - QUIKCOTE FLEXIPATCH 20kg. COVERAGE APPROX. 5-10 SQ. METERS ON A SMOOTH SURFACE. 4 MM THICK.
MC 1
ALUMINIUM SHADE CANOPY IN PAINTED STEEL FRAME
MC 2
ALUCOBOND ALUMINIUM CLADDING AND FLASHING
PC 1
PRECAST CONCRETE WITH PAINT FINISH COLOR 1
PC 2
PRECAST CONCRETE WITH PAINT FINISH COLOR 2
GL 1
CLEAR GLAZING IN ALUMINIUM GLAZING CHANNEL -SHOWROOM FRONTS
GL 2
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
GL 3
CLEAR GLAZING IN ALUMINIUM FRAMES
GL 4
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL.
BS 1
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 1
BS 2
SCREEN - STEEL BATTEN SCREEN PAINTED FINISH TYPE 2
BS 3
COLOR BACKED SPANDREL GLAZING IN ALUMINIUM FRAMES
ST 1
BALUSTRADING - GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL
GL3 PC2
+14.950
10950
FIRST FLOOR FCL
8250
3600
11050
CP-01
SECOND FLOOR FCL
D17 2
GL3
FLOOR FINISH TO BE ADVISED
04 SECOND FLOOR
+14.950
+12.250
+20.950
MC2 GL2
CONCRETE SLAB FINISH TBA
FF1:
EXTERNAL WALL FINISHES
MC1 GL2
+15.850
G G1
75
300
+19.750 +19.450
F
CONC 1:
03 FIRST FLOOR
3600
LIST OF ABBREVIATIONS
+8.650
02 GROUND FLOOR +8.800
TITLE BOUNDARY
+8.70 EXSTING GROUND FLOOR LEVEL AT SOUTH WEST CORNER OF THE SITE
TITLE BOUNDARY
+8.700
+8.80 EXSTING GROUND FLOOR LEVEL AT SOUTH WEST CORNER OF THE SITE
01 BASEMENT
FHR - FIRE HOSE REEL COL. - COLUMN C.J - CONSTRUCTION JOINT RWH - RAIN WATER HEAD PJ - PANEL JOINT EJ - EXPANSION JOINT WS - WHEEL STOPS DP/SP - DOWNPIPE & SPREADER TAC - TACTILE INDICATOR TO AS1428.4-1992 SP - STAND PIPE DP - DOWN PIPE RP - RELIEF POP SS - SEWER STACK S.C.J - SAWCUT JOINT FW - FLOOR WASTE GRILLE GATIC - GATIC STRIP DRAIN DWGS - DRAWINGS STRUCT. ENG - STRUCTURAL ENGINEER COS - CHECK ON SITE NOM. - NOMINAL DIMENSION
03
ISSUED NO.4 FOR GRADING ISSUED NO.3 FOR MARKUP
02
ISSUED NO.2 FOR MARKUP
E.S A.R
01
ISSUED NO.1 FOR MARKUP
E.S A.R
ISSUE
DESCRIPTION
BY
04
E.S A.R E.S A.R
1/11/2013 7/10/2013 13/09/2013
CHK DATE
CONSTRUCTION SET
WEST ELEVATION 2
1 : 100
PROPOSED OFFICE DEVELOPMENT 4 - 12 AMSTERDAM STREET RICHMOND,THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF JAN AND MANTON PTY. LTD.
ELEVATION E&W DATE
7/11/2013
DRAWN
SHI EN
CHECKED BY SCALE:
A.R
A 07
As indicated ISSUE
No 4