4 12 amsterdam st construction

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