PROJECT: Proposed Office Development 4-12 Amsterdam Street Richmond DRAWINGS; Construction Documentation
Sheet List Sheet Number C 00 C 01 C 02 C 03 C 04 C 05 C 06
Sheet Name COVER SHEET SCHEMATIC STRUCTURAL ANALYSIS OF BUILDING PILE/RETAINING WALL BATTER AREA BAND BEAM WET AREA BALCONY
Drawn By SHI EN SHI EN SHI EN SHI EN SHI EN SHI EN SHI EN
WESTERN CORNER 1
EASTERN CONNER 2
GENERAL NOTES G1
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
G2
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
G3
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
G4
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
G5
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
FINISHES SCHEDULE
LIST OF ABBREVIATIONS
03 02 01
E.S MARKUP
E.S Nino
8/10
MARKUP
E.S Nino
10/9
ISSUE DESCRIPTION BY CHK DATE
CONSTRUCTURE SET 4-12 Amsterdam Street Richmond
1
SCHEMATIC STRUCTURAL ANALYSIS OF BUILDING
SCHEMATIC STRUCTURAL ANALYSIS OF BUILDING Date
10/10/2013
Drawn by Checked by Scale
SHI EN Nino
C 01
GENERAL NOTES
1
G
G1
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
G2
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
G3
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
G4
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
G5
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
G1 150
750 EDGE THICKENING TO SLAB
150
PANEL 2 180mm NOMINAL ADJACENT PROPERTY'S EXISTING WALL&FOOTING
CAR PARK
SPRAYED CONCRETE WALL 20mm NON SHRINK GROUT
ADDITIONAL SLAB REINF'T
02 GROUND FLOOR CC1
20mm NON SHRINK GROUT
400
250
+8.650
WILLOW LANE
02 GROUND FLOOR
180
50 REBATE
150
+8.650
10 mm ABELFLEX
E.S.L 180 THICK SPRAYED CONCRETE WALL SHOWN DASHED IN BACKGROUND, REFER ENGINEER'S DETAILS. BAND BEAM
GROUND ANCHOR TO PROVIDE 165 kN SAFE WORKING LOAD BY SPECIALIST CONTRACTOR. DESTRESS AFTER GROUND FLOOR SLAB IS MORE THAN 28 DAYS OLD.
PRECAST PANEL 180mm(BASEMENT) NO FINE F'c=15 MPa CONCRETE. ONLY AFTER TOP& BOTT. EDGE OF PANEL IS RESTRAINED BY FLOOR SLABS. POUR TOP HALF AFTER BOTTOM HALF HAS SET
CC1
FINISHES SCHEDULE
BORED PIER 3
STRIP DRAIN
WEEP HOLES IN SPRAYED CONRETE WALL TO ALLOW SUBSURFACE WATER FROM CORDRAIN TO DISCHARGE INTO SPOON DRAIN.
CAR PARK
WEEP HOLE
LIST OF ABBREVIATIONS SPOON DRAIN GRADED TO SWD PIT.
SPOON DRAIN GRADED TO SWD PIT.
NYLEX COREDRAIN WITH ASSOCIATED STRIP DRAIN ALONG BOTTOM OR APPROVED SIMILAR
BAND REINFORCEMENT +5.850
01 BASEMENT 125
BAND REINFORCEMENT
COMPACTED STONE DUST
225 200 +5.850
50 mm SAND
10 mm EXPANSION
100mm CRUSHED ROCK
125
0.2mm POLYTHENE MENBRANE
01 BASEMENT
275
NYLEX COREDRAIN WITH ASSOCIATED STRIP DRAIN ALONG BOTTOM OR APPROVED SIMILAR
03 02 01
E.S MARKUP
E.S Nino
8/10
MARKUP
E.S Nino
10/9
50 mm SAND
ISSUE DESCRIPTION BY CHK DATE
100mm CRUSHED ROCK
CONSTRUCTURE SET 4-12 Amsterdam Street Richmond
PILE/RETAINING WALL
DETAIL-PILE/SLAB 1
1 : 10
DETAIL-RETAINING WALL 2
Date
1 : 10
10/10/2013
Drawn by Checked by Scale
SHI EN Nino 1 : 10
C 02
GENERAL NOTES
B
A
A1
G1
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
G2
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
G3
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
G4
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
G5
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
PANEL TYPE 5 140mm CONCRETE BLCOK WALL
TILE 600
AMSTERDAM STREET 02 GROUND FLOOR
CONCRETE SLAB
+8.650
200
250
+8.670
450
PAD FOOTING
BAND BEAM
FINISHES SCHEDULE
900
150mm PRECAST PANEL BORED PIER 1. DEPTH INTON ROCK 500 MIN. 600 PANEL 2
LIST OF ABBREVIATIONS CC1
10mm EXPANSION SPOON DRAIN GRADED TO SWD PIT.
PAD FOOTING 50mm SAND 0.2mm POLYTHEN MENBRANE
PAD FOOTING
125
100mm CRUSHED ROCK
03 AG PIPE
E.S
02
MARKUP
E.S
Nino
8/10
01
MARKUP
E.S
Nino
10/9
ISSUE DESCRIPTION BY CHK DATE
CONSTRUCTURE SET 4-12 Amsterdam Street Richmond
DETAIL-BATTER 1
BATTER AREA 1 : 10 Date
10/10/2013
Drawn by Checked by Scale
SHI EN Nino 1 : 10
C 03
GENERAL NOTES
Z-PURLIN Z155019@ 1200 CTRS
G1
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
G2
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
G3
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
G4
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
G5
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
2
2 S.H.S(125 x125)
PURLIN CLEAT 2-M12 BOLTS RB6 310UB40
10mm DIRECT STICK PLASTERBOARD
10 CLEAT PLATE 3-M20 BOLTS
CARPET(SELECTION TO BE ADVISED) RONDO P32 EXANGLE
RB5 310UB40
STEEL REINFORCEMENT IN TOP OF SLAB. TO PROVIDE TENSILE STRONGTH TO SLAB TO UNIT DISTROTION OF SLAB
M.S PLATE FIXING TO SLAB UNDER CARPET
10 CLEAT PLATE 2-M20 BOLTS
R2 125X75X8 EA
VERTICAL SUPPORTS 75X75X8 EA @MAX 2700 SPACING
05 ROOF EAVE
+19.450
2C3 100X100X5 S.H.S. +15.860
8 BASE PLATE 2-M16 BOLTS 12 CPA PLATE. 4-M20 BOLT
RB8 250UB26
CEILING LINING
THERMAL INSULATION
150
200
450
CONCRETE SLAB
SECOND FLOOR
SUSPENSION ROD
150
COLUMN CAPITAL TO COLUMN CC4 ONLY
CC4 SUSPENDED CEILING SYSTEM
CEILING LINING
FF1
3
DETAIL-BAND BEAM(ROOF)
FINISHES SCHEDULE
1 : 10 +8.660
150
200
450
02 GROUND FLOOR
150
COLUMN CAPITAL TO COLUMN CC4 ONLY
LIST OF ABBREVIATIONS
CC4
10 mm ABELFLEX AROUND COLUMN I.J 10 mm
I.J 10 mm WIDE EMBELTON ROCKFILL OR SIMILAR APPROVED +5.850
01 BASEMENT 03
E.S
02
MARKUP
E.S
Nino
8/10
01
MARKUP
E.S
Nino
10/9
ISSUE DESCRIPTION BY CHK DATE
100mm CRUSHED ROCK
CONSTRUCTURE SET
600
50mm SAND
4-12 Amsterdam Street Richmond
1
DETAIL-BAND BEAM(FOUNDATION)
Detail-BAND BEAM 3D
BAND BEAM
2
1 : 10 MIN 50 MM BLINDING CONCRETE
Date
10/10/2013
Drawn by
SHI EN
Checked by SHI EN Scale
1 : 10
C 04
GENERAL NOTES
7
G1
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
G2
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
DETAIL-TRANSOM HEAD G3
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
8
THERMAL INSULATION
COLORBOUND CAPPING
PURLIN
TOP HAT
SUBHEAD
STANDARD HEAD
GASKETS
GLASS PANE
Z-PURLIN Z200 ALUCOBOND C-PURLIN C20019
BLADE
FLASHING BOX GUTTER
OR1 150X10X5 RHS
2
CLEAT WITH BOLTS
1:5
GRATE TO WIDTH OF FLOOR WASTEt
2
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
G5
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
NON-FERROUS GRATE FRAME SUPPORT
FINISHED TILE SUSPENDED GUTTER FRAMING
G4
SCREED
C 06
SECOND FLOOR
GUTTER HOLDER
THERMAL INSULATION CEILING LINING SUSPENSION ROD MEMBRANE IN SUBSTRATE, DRAINED TO STORMWATER SYSTEM
2C1 125X125X6 SHS
FINISHES SCHEDULE STORMWATER SYSTEM
3
150
DETAIL-OPEN SPACE AREA 1:5
GLASS PANEL GLASS
A 600
A
RUBBER SETTING BLOCK
STANDARD SILL
SILICONE
SUB SILL
SEALANT
FINISHD TILE MEMBRANE
SECOND FLOOR LIST OF ABBREVIATIONS
SILICONE SEAL CLOSED SILL BACKING ROD
ALUMINIUM CHANNEL
SCREED TO GRATE
1100
DETAIL-WINDOW SILL
CARPEET
4
4
1:5
C 06
3
WINDOW SILL SITS ON SLOTTED SUB SILL
C 06
LAMINATED GLASS FIN. (THICKNESS BASED ON HEIGHT WIDTH REQD. & WINDLOAD
GASKETS GLASS PANE
ALUCOBOUND FALL
+15.850
02
SECOND FLOOR
50
FALL
03
01 LAMINATED GLASS IS CUT AROUND SILL PROFILE
SILICONE
200
FIXING CHANNEL TOP&BOTTOM
E.S MARKUP
E.S Nino
8/10
MARKUP
E.S Nino
10/9
ISSUE DESCRIPTION BY CHK DATE
CONSTRUCTURE SET 4-12 Amsterdam Street Richmond
ALUMINIUM CHANNEL FIXED TO COLUMN RUBBER GLAZING BEAD
BALCONY
10mm DIRECT STICK P.B S.H.S.(125X125) CC1
CC2
RONDO P32 EXANGLE
Date
DETAIL-BALCONY 1
1 : 10
5
DETAIL-JAMB&MULLION A-A 1:5
10/10/2013
Drawn by
SHI EN
Checked by Scale
Nino
As indicated
C 06