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0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mmA1 OHS PROJECT CODE SCALE REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK KOH MUI KWANG Copying or the reproduction of this drawing is stri

Trang 2

Level 3-6 Slab Plan - Sheet 1 Level 3-6 Slab Plan - Sheet 2 Level 7 Slab Plan - Sheet 1

Level 2 Slab Plan - Sheet 1 Level 2 Slab Plan - Sheet 2

Roof Slab Plan - Sheet 1 Level 7 Slab Plan - Sheet 2

OSH-BP1-S-432

57

A A1

OSH-BP1-S-442

61

A A1

OSH-BP1-S-460

65

A A1

OSH-BP1-S-510

68

A A1

OSH-BP1-S-515

72

A A1

OSH-BP1-S-519

A A1

OSH-BP1-S-561

A A1

OSH-BP1-S-520

A1 OSH-BP1-S-560

A

OSH-BP1-S-565

A1 OSH-BP1-S-566

Level 2 Beam Details - Sheet 1 OSH-BP1-S-421

Leval 1 Beam Details - Sheet 1 Leval 1 Beam Details - Sheet 2

Level 2 Beam Details - Sheet 2 Level 2 Beam Details - Sheet 3 Level 2 Beam Details - Sheet 4 Level 3-6 Beam Details - Sheet 1 Level 3-6 Beam Details - Sheet 2 Level 3-6 Beam Details - Sheet 3 Level 7 Beam Details - Sheet 1 Level 7 Beam Details - Sheet 2 Level 7 Beam Details - Sheet 3 Roof Beam Details

CoreWall CW1 Plan & Details - Sheet 1

CoreWall CW2 Plan & Details - Sheet 1 CoreWall CW2 Plan & Details - Sheet 2 CoreWall CW2 Plan & Details - Sheet 3 CoreWall CW3 Plan & Details - Sheet 1 CoreWall CW3 Plan & Details - Sheet 2 CoreWall CW4 Plan & Details - Sheet 1 CoreWall CW4 Plan & Details - Sheet 2 CoreWall CW4 Plan & Details - Sheet 3 CoreWall CW4 Plan & Details - Sheet 4

Staircase FS-1.1 Details - Sheet 1 Staircase FS-1.1 Details - Sheet 2 Staircase FS-1.2 Details - Sheet 1 Staircase FS-1.2 Details - Sheet 2 Ram Plan & Details

CanopyPlan & Details Basement 1 Wall Details

COLUMN & RC WALL DETAILS

RAMP & STAIRCASE DETAILS

OSH-BP1-S-422 Leval 1 Beam Details - Sheet 3

OSH-BP1-S-702 CarparkingShelter & Details A1 A

General Note - Sheet 2 General Note - Sheet 3

Typical Details - Sheet 4 Typical Details - Sheet 5 Typical Details - Sheet 6 Typical Details - Sheet 3

Typical Details - Sheet 7 Typical Details - Sheet 8 FOUNDATIONS Pile Plan R.C Square Pile D450 Details TEST PILE INSTALLATION OUTLINE D450

PileCap Plan - Sheet 1 PileCap Details - Sheet 1 PileCap Details - Sheet 2 PileCap Details - Sheet 3 PileCap Details - Sheet 4 Septic Tank, Domestic & Fire Tank Details

Basement 1 Framing Plan Level 1 Framing Plan Level 2 Framing Plan Level 3-6 Framing Plan Level 7 Framing Plan Roof Framing Plan

KEY PLANS

A OHS-BP1-104 PILE INSTALLATION OUTLINE D450 A1

OSH-BP1-S-361 Roof Slab Plan - Sheet 2 A1 A

74

Trang 3

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

GENERAL NOTES

SHEET 1

OHS-BP1-S-001

Trang 4

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

GENERAL NOTES SHEET 2

OHS-BP1-S-002

Trang 5

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

GENERAL NOTES

SHEET 3

OHS-BP1-S-003

Trang 6

COLUMN OR WALL STARTER BARS FROM BEAM/SLAB COLUMN OR WALL STARTER BARS

LOWER AND UPPER COLUMNS OR WALL DIFFERENT SIZE

TYPICAL WALL CORNER

TOP OF INTERIOR COLUMN OR WALL TOP OF EXTERIOR COLUMN OR WALL

TYPICAL FOR BEAMS WITH DROP

TYPICAL REINFORCEMENT ANCHORAGE FOR BEAM

TYPICAL CRANKE BEAM

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TYPICAL DETAILS SHEET 1

OHS-BP1-S-004

Trang 7

TYPICAL DETAIL FOR BEAM/COLUMN CONNECTION WHERE BEAM WIDTH IS WIDER THAN COLUMN WIDTH

LEFT END SPAN

TYPICAL CONTINUOUS BEAM ELEVATION

JOINT IN BEAM

SECT X-X

TYPICAL SINGLE SPAN BEAM ELEVATION

LAP LOCATIONS FOR BEAM OR SLAB

JOINT IN SLAB

BEAM TO BEAM INTERSECTION TYPICAL

CONCRETE POURING DETAILS AT COLUMN AND BEAM SLAB JUNCTION

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TYPICAL DETAILS SHEET 2

OHS-BP1-S-005

Trang 8

DETAILS OF CONCRETE HAUNCHING OF BEAM

TO CATER FOR SMALL OPENING (CIRCULAR OR RECTANGULAR)

TYPICAL DETAIL OF HOIST HOOK AT LIFT MOTOR ROOM

TYPICAL NON - SUSPENDED SLAB DETAILS

FOR FIRE ENGINE ACCESS / DRIVEWAY / LOADING BAY

ADDITIONAL REINFORCEMENT FOR CONCRETE TOPPING FOR PLINTH

TYPICAL DETAIL OF CANTILEVER

TYPICAL REINFORCEMENT ANCHORAGE FOR SLAB

TYPICAL CRANKED SLAB

TYPICAL TRENCH DETAILS

TYPICAL SLAB TRIMMING DETAILS FOR OPENING

TYPICAL POSITION DETAIL OF SLAB MAIN WIRES

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TYPICAL DETAILS SHEET 3

OHS-BP1-S-006

Trang 9

TYPICAL DETAILS OF RC PARAPET WALL

ON RC BEAM/WALL/SLAB

SLAB TO PILE CAP CONNECTION DETAILS TYPICAL KERB DETAILS

PLAN OF SUMP AND HOUSE DRAINS

TYPICAL uPVC SCUPPER PIPE) TYPICAL DETAIL 2 OF RC SUMP

TYPICAL DETAIL 1 OF RC SUMP SECTION A-A

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TYPICAL DETAILS SHEET 4

OHS-BP1-S-007

Trang 10

STANDARD BLOCK / BRICK TIE DETAIL

TYPICAL BLOCK CORNER JOINT/

TYPICAL BLOCK CORNER JOINT/

COLUMN WALL (CW) BASE INTO SLAB/

CONCRETE WINDOW SILL S1/

INTERNAL LINTEL L4/

(SPAN 4301 - 6000)

TYPICAL WALL/COLUMN MOVEMENT-JOINT TYPICAL DOOR OPENING IN BRICK PANEL/

TYPICAL INTERNAL 190 BLOCK PANEL/

TYPICAL OPENING IN BRICK PANEL/

TYPICAL DOOR OPENING IN BLOCKWALL/

OPENING NEAR MAIN COLUMN IN BRICK PANEL/

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TYPICAL DETAILS SHEET 5

OHS-BP1-S-008

Trang 11

BONDECK TO BE LYSAGHT BONDECK OR EQUIVALENT

BONDECK PROPERTIES :

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TYPICAL DETAILS SHEET 6

OHS-BP1-S-009

Trang 12

550

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TYPICAL DETAILS SHEET 7

OHS-BP1-S-010

Trang 13

550 550

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TYPICAL DETAILS SHEET 8

OHS-BP1-S-011

Trang 14

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

PILE PLAN

1:150

OHS-BP1-S-100

Trang 15

1 1

1 R.C SQUARE PILE D450 TOE LEVEL ESTIMATE IS -28.80m

2 ESTIMATE PILE ULTIMATE CAPACITY : 338 TONS PILE WORKING CAPACITY WILL BE CONFIRMED AFTER TEST PILE.

3 OF STATIC LOADING TESTS ( WORKING TEST): 1% OF TOTAL DEPOSITS, AND NOT LESS THAN 2 PILES.

4 PRELIMINARY COMPRESSION TEST: RECOMMENDED AT LEAST 1 PILES.

5 PILES TO BE SUPPLIED BY SPECIALIST SUPPLIER

6 CONTRACTOR SHOULD PROVIDE SHOP DRAWING FOR DETAIL OF PILE TOE, HEAD OF PILE AND ENSURE THAT TO SUIT WITH PILE INSTALLATION SITE CONDITION.

7 THE SET IS CALCULATED BASED ON TCVN 9394:2013 FORMULA 8.MAXIMUM 2 PILE JOINTS WILL BE APPLIED.

9 NORMAL REINFORCEMENT IS COMPLIED WITH JIS G3112; SD 390 FOR DEFORMED BARS, SR 235 FOR PLAIN BARS.

10 CONCRETE CUBE 150X150X150mm STRENGTH AT 28DAYS OF R.C PILE IS 30Mpa

11 "D" DENOTES DEFORMED BAR, "R" DENOTES PLAIN BAR.

12 ALL RC CORNER TO BE FILLETED OF 12 x 12 TO 25 x 25mm.

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

OHS-BP1-S-102

R.C SQUARE PILE D450 DETAILS

Trang 16

TEST PILE INSTALLATION OUTLINE

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

TEST PILE INSTALLATION OUTLINE

1:100

Trang 17

PILE INSTALLATION OUTLINE

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

PILE INSTALLATION OUTLINE D450

1:100

Trang 18

PC11b PC2

PC17

TOPC -2.600

TOPC -1.000

TOPC -1.000

TOPC -1.000

TOPC

-1.000

TOPC -1.000

TOPC -1.000

TOPC -1.000

TOPC -1.000

TOPC -1.000

TOPC -1.000

TOPC -2.300

TOPC -3.800

TOPC -3.800

TOPC -3.800

TOPC -3.800 TOPC

-2.600

TOPC -2.600 TOPC

TOPC -3.800

TOPC -3.800

PC2A TOPC RAMP LEVEL

TOPC RAMP LEVEL

TOPC RAMP LEVEL

TOPC RAMP LEVEL

4 TOPC= CAO NH C C.

: PILECAP SCHEDULE/

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

PILE CAP PLAN

1:150

OHS-BP1-S-105

Trang 19

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

PILE CAP PC1,PC6,PC7 DETAILS

1:25

OHS-BP1-S-106

Trang 20

-0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

PILE CAP PC9,PC10,PC11 DETAILS

1:25

OHS-BP1-S-107

Trang 21

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

PILE CAP PC17,PC20 DETAILS

1:25

OHS-BP1-S-108

Trang 22

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

PILE CAP PC26,PC32 DETAILS

1:25

OHS-BP1-S-109

Trang 23

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

DOMESTIC&FIRE TANK, SEPTIC TANK

1:150

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

OHS-BP1-S-120

NOTES:

Trang 24

BASEMENT 1 FRAMING PLAN/

SCALE/ 1:150

-3.800

-3.200

-3.200 -2.600

SIZE(MMxMM) REF

3

1000Wx1500DP

4 5

BB1-3 BB1-4 BB1-5

600Wx800DP 1000Wx1200DP 600Wx1000DP

6 BB1-6 1000Wx1200DP 7

BB1-7 600Wx1200DP 8

BB1-8 1000Wx1200DP 9

BB1-9 400Wx800DP

S-410 S-410 S-410 S-410 S-410

S-410 S-410 S-410

4 : INDICATES A SLAB THICKNESS OF 400mm.

5 PLINTH DETAIL REFER TO M&E AND TYPICAL DETAIL

3.

4.

5.

400 400

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

BASEMENT 1 FRAMING PLAN

1:150

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

OHS-BP1-S-201

Trang 25

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 1 FRAMING PLAN

1:150

OHS-BP1-S-202

Trang 26

SIZE(MMxMM) REF

COLUMN SCHEDULE/

18 B2-18 400Wx500DP

19 B2-19

S-431 S-433 S-431 S-432 S-432 S-432 S-432 S-433 S-433 S-433 S-433 S-433 S-433 S-433 S-433 S-433 S-433 S-433 20

300thk CW1

No REF SIZE(MMxMM) DRAWING REF

WALL SCHEDULE

300thk CW2

SIZE(MMxMM) REF

C2 C3 C4

900x900 900x900 1000x1600 C5 900x900 5

S-500 S-500 S-500 S-500

C5A 900x900 7

S-500 S-500 900x900

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 2 FRAMING PLAN

1:150

OHS-BP1-S-203

Trang 27

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 3-6 FRAMING PLAN

1:150

OHS-BP1-S-204

Trang 28

LEVEL 7 FRAMING PLAN/

2 2

2 1

5

7

+26.450

+27.300 +26.800

STUMP FOR BMU

SCALE/ 1 : 20

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 7 FRAMING PLAN

1:150

OHS-BP1-S-205

Trang 29

SIZE(MMxMM) REF

3 4

BR-3

BR-4

1000Wx600DP 400Wx500DP 400Wx500/700DP

S-460 S-460

S-460 5

BR-5 500Wx500DP S-460 6

BR-6 300Wx500DP S-460 7

BR-7 300Wx500DP S-460 8

BR-8 300Wx500DP S-460 9

BR-9 300Wx500DP S-460 10

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

ROOF FRAMING PLAN

1:150

OHS-BP1-S-206

Trang 30

BASEMENT 1 SLAB PLAN /

DETAIL OF BW

SCALE/ 1 : 25

-2.600

E -

SCALE/ 1 : 25

SECTION/

F -

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Do not scale from this drawing Verify all dimensions on site before commencing work.Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

BASEMENT 1 SLAB PLAN

1:150

0mm 10mm 20mm 30mm 40mm 50mm 60mm 70mm 80mm 90mm

A1 OHS

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Do not scale from this drawing Verify all dimensions on site before commencing work.Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

OHS-BP1-S-310

Trang 31

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Do not scale from this drawing Verify all dimensions on site before commencing work.Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 1 SLAB PLAN -SHEET 1

1:150

OHS-BP1-S-320

Trang 32

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 1 SLAB PLAN - SHEET 2

1:150

OHS-BP1-S-321

Trang 33

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 1 SLAB PLAN - SHEET 3

1:150

OHS-BP1-S-322

Trang 34

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Do not scale from this drawing Verify all dimensions on site before commencing work.Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 2 SLAB PLAN - SHEET 1

1:150

OHS-BP1-S-330

Trang 35

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 2 SLAB PLAN - SHEET 2

1:150

OHS-BP1-S-331

Trang 36

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Do not scale from this drawing Verify all dimensions on site before commencing work.Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 3-6 SLAB PLAN

1:150

OHS-BP1-S-340

Trang 37

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Do not scale from this drawing Verify all dimensions on site before commencing work.Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 3-6 SLAB PLAN

1:150

OHS-BP1-S-341

Trang 38

PROJECT CODE

SCALE

REV DATE AMENDMENT/ PURPOSE OF THE ISSUE CHECK

KOH MUI KWANG

Do not scale from this drawing Verify all dimensions on site before commencing work.Copying or the reproduction of this drawing is strictly prohibited without the consent ofCPG VietNam Co., Ltd

LEVEL 7 SLAB PLAN - SHEET 1

1:150

OHS-BP1-S-350

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