2017 04 15 z1 s BLD p1 3,DO1 4,DE1 9 (APPROVED FOR CONST)

PROJECTSCALE DATE : DRAWING TITLEISSUED FOR TENDER APPL CONST AS-BUILT DATE : REPRESENTATIVE OF CLIENT ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE 4 SOUTH LIGHT CONSTRUCTION CONSULTAN

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ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE 4, AN PHU WARD, DISTRICT 2

HO CHI MINH CITY, VIET NAM

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PROJECTSCALE

DATE :

DRAWING TITLEISSUED FOR

TENDER APPL CONST AS-BUILT

DATE :

REPRESENTATIVE OF CLIENT

ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE 4

SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION

BINH THANH , HO CHI MINH CITY , VIET NAM

ADDRESS: RM.09, FLOOR 19, VINCOM CENTER,

72 LE THANH TON ST, DIST.1, HCMC, VIETNAM

TAKAYUKI MATSUO

S-G-DWL

DRAWING LIST

2017.04.15

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(SHOWN ON CALCULATING REPORTS

ALL DIMENSIONS ARE IN MILIMET (mm) ALL LEVELS ARE IN MET (m)2

ALL LEVELS ARE TOP OF CONCRETE LEVELS (+SL) FINISHED LEVELS (+FL)ARE SHOWN ON ARCHITECT DRAWINGS

3

THE FOLLOWING DETAILS ARE SHOWN ON ARCHITECT DRAWINGS:

- SIZES AND LOCATIONS OF ALL DOOR AND WINDOW OPENINGS

- SIZES AND LOCATIONS OF ALL INTERIOR AND EXTERIOR NON-BEARINGPARTITIONS

- SIZES AND LOCATIONS OF ALL CONCRETE CURBS, FLOOR DRAINS,SLOPES, DEPRESSED AREAS, CHANGES IN ELEVATION, CHAMFERS,GROOVES, INSERTS

- SIZES AND LOCATIONS OF ALL FLOOR AND ROOF OPENINGS

- FLOOR AND ROOF FINISHES

- LOCATIONS OF CONCRETE SURFACE FINISH TYPES, S DIRECTIONS,EDGE TOOLING, NON-SLIP PARTICLES, HARDENERS, SEALERS AND OTHERAPPLIED COATINGS

- STAIR FRAMING AND DETAILS

- DIMENSIONS WHERE SHOWN ON STRUCTURAL DRAWINGS, SHALL BEVERIFIED WITH ARCHITECTURAL DRAWINGS

- FINISH DETAILS AT SLAB EDGES AND DIMENSIONS OF ROUGHOPENINGS AND FINISHED OPENINGS

- EXTERIOR/INTERIOR WINDOW WALL AND GLAZING FRAMING, SUPPORTAND CONNECTION DETAILS

- ELEVATOR DETAILS, DIMENSIONS, CLEARANCES

- HOUSEKEEPING PAD SIZES AND LOCATION

- FIRE PROOFING REQUIREMENTS FOR STRUCTURAL STEELWORK ANDMETAL DECK

5

THE FOLLOWING DETAILS ARE SHOWN ON MEP DRAWINGS:

- PIPES/DUCTS, HOOKS, GUTTERS, OPENINGS ON WALLS/SLABS

- CONDUITS, BOXES, OUTLETS ON WALLS OR SLABS, CONCRETEINSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES

- SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHORBOLTS FOR MOTOR MOUNTS PAD SIZES AND LOCATIONS SHALL BECONFIRMED DURING SHOP DRAWING PROCESS

6

STRUCTURE DRAWINGS & SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE, BUT DO NOT INDICATE THE METHOD OF CONSTRUCTION THEAUTHOR'S SUPERVISION DOESN'T INCLUDE ABOVE WORKS

SITE WORKS MUST COMPLY WITH CURRENT CODES FOR CONSTRUCTION &

CERTIFICATION WORKS IN RESPECT WITH CURRENT DESIGN CODES(ACCEPTABLE IN VIETNAM)

TIGHTLY COOPERATION BETWEEN SECTORS (ARCHITECT, STRUCTURE, MEP ) IS REQUIRED IN CONSTRUCTING PIPES/DUCTS, SLEEVES, INSERTS TOPREVENT DRILLING + CHIPPING INTO STRUCTURE MEMBERS

- LOCATION OF MEMBERS: IN LAYOUTS

- SIZE OF MEMBERS: IN DETAILS OR SECTIONS

- REBAR PARAMETERS (DIAMETERS, NOS, SPACINGS): CONFIRMED BYTHE DESIGNERS

- SHAPES & DIMENSION OF REBARS: IN DETAILS4

CONCRETE CURING IS STRICTLY REQUIRED IN CONCRETE WORKS

6

AT JOINTS BETWEEN COLUMNS/RC-WALLS AND BEAMS/SLABS , GRADE OFCONCRETE IS THE BIGGEST GRADE OF THESE MEMBERS (AT JOINTS) INTHESE ZONES, CONCRETE WORKS & COMPACTING WORKS MUST BECAREFULLY

STARTER BARS D6@500 ARE PUT IN COLUMNS TO CONNECT TO BRICK WALLS

ANCHOR LENGTH IN COLUMNS IS >=200mm, >=600mm IN BRICK WALLS;

BENT-UP AT 2 ENDS

- 100mm WALL: 01 LEG

- 200mm WALL: 02 LEGS10

D - RULES FOR CONSTRUCTION

C - RULES FOR DRAWINGS

I - DESIGE CODES:

II - MATERIAL UNIT WEIGHT:

III - LIVE LOADS:

2 IN CASE THAT THERE ARE CONFLICTS AMONG RULES & DETAILS

IN GENERAL DRAWINGS & OTHER DETAILED DESIGN DRAWINGS,THE ORDER OF PRECEDENCE IS DETAILED DESIGN DRAWINGS:

3 BESIDE SPECIFIED RULES IN DESIGN DOCUMENTS,OTHER WORKS NEED TO CONFORM TO RELATINGCURRENT CODES/RULES

CFA PILES/DIAPRAGM WALL

CAPPING BEAMS (IF ANY)(IF ANY)

FOOTINGS / PILE CAPS

COLUMNS / WALLS(CONTACT TO SOIL/WATER)

COLUMNS / WALLS

BEAMS / SLABS(CONTACT TO SOIL/WATER)

BEAMS / SLABS

STAIR CASES / RAMPS

TANKS

OTHER MEMBERS(CONTACT TO SOIL/WATER)

OTHER MEMBERS

2 - REBAR:

DIAMETER GRADE

3 - PRESTRESSED TENDONS/CABLES: (IF ANY)

(SHOWN ON DETAILED DRAWINGS)

DWG.No.

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DATE :

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- NOT COVERED WITH FINISH LAYERS 35 55 25

TABLE OF COVER c (mm)

c s

s >= MAX (25mm, 1.5D)

E - GENERAL DETAILS

I - COVER + REBAR SPACING:

III - ANCHOR LENGTH + LAP LENGTH:

16

61

>

e

1 AT TENSIVE ZONE:

- FOR ROD BARS (AI, CI):

- FOR DEFORMED BARS (AII, CII ):

2 AT COMPRESSIVE ZONE:

- FOR ROD BARS (AI, CI):

- FOR DEFORMED BARS (AII, CII ):

D: REBAR DIAMETER (SMALLER REBAR)

II - BENDS & HOOKS OF REBAR:

D 4D: FOR LINKS, STIRRUPS, HOOPS

6D: FOR THE OTHERS

X = Lneo1: FOR BEAMS WITH SOIL/WATER PRESSURE

X = Lneo2: FOR THE OTHERS

VI - FRAME JOINT DETAILS:

SLAB THICKNESS ADDITIONAL REBARS

D16

Hs (mm)

DATE :

TAKAYUKI MATSUO

GENERAL DETAILS

S-G-02

2017.04.15

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TYPICAL DETAIL OF COLUMN

(Scale)(Member quantity)

+Bottom level+Top level

TYPICAL DETAIL OF RC WALLS + CORES

tw: wall thickness

Lneo1: anchor length for tensive rebars

c: covers (shown on "General notes" dwgs)

OPENING DETAIL OF RC WALLS + CORES

DWG.No.

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DATE :

X1 B1

Wo

OPENINGOPENING

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L1/6L3

at left support)

B1

(Bottom main bars)

(Top main bars)

B2~

T1

T2~

(C-Walls/Cols/Beams)(TOP LAYERS)

L2/4

(Links @100)

L B2~

B1

(Bottom main bars) B2~

at right support)(Additional Bars

B1

T1

B2~

L S

(Member name)

(Scale)

(Clearance length) (Member quantity)

(Width of first support) (Width of last support)

(Add T2~ (Rebar data, length) at middle of span -) (Add B2~ (Rebar data, length) at supports -)

L/2 L/2

L=B+2HD8@50

L=B+HD10@50

HB

H

H/2B

H/2

ADDITIONAL LINKS FOR BEAM

DETAIL OF ADDITIONAL LINKS (AT INTERSECTIONS)

L1, L2, L3: spans of beam (clearance between 02 supports)

Level: top level of beamsBd: width of beamsHd: height of beams

D: rebar diameter (for smaller rebar)

REBAR ANCHOR FOR DROP - OFF BEAMS

Note: link diameters are shown on cross section details of beams

REBAR ANCHOR FOR BENDED BEAMS

DWG.No.

PROJECTSCALE

DATE :

TAKAYUKI MATSUO

TYPICAL DETAILS OF GROUND BEAMS

S-G-04

2017.04.15

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at left support)

T1

(Top main Bars)

(Bottom main Bars)

S

(Side bars)(C-Walls/Cols/Beams)

at middle of span)(Additional Bars

B2~

TYPE 3 - (CANTILEVER)

L2

L2/6L2/6

at left support)

T1

(Top main Bars)

(Bottom main Bars)

S

(Side bars)

Lneo1

Lneo1Lneo2

L

Lneo1

Lneo1Lneo2

TYPE 2 - (1-SPAN BEAM)

T1

B1

T2~

L S

(Level)(Level)

(Member name)

(Scale)

(Clearance length) (Member quantity)

(Width of first support) (Width of last support)

SECTION 2-2 SECTION 1-1

L1

SUB BEAM

DIAGRAM + ADDITIONAL REBAR ARRANGMENT

(Add B2~ (Rebar data, length) at middle of span -) (Add T2~ (Rebar data, length) at supports -)

L/2 L/2

L=B+2HD8@50

L=B+HD10@50

HB

H

H/2B

H/2

ADDITIONAL LINKS FOR BEAM

DETAIL OF ADDITIONAL LINKS (AT INTERSECTIONS)

L/2H

2D16 (Bd<=500)4D16 (Bd>500)

2D12 (Bd<=500)4D12 (Bd>500)

L1, L2, L3: spans of beam (clearance between 02 supports)

Level: top level of beamsBd: width of beamsHd: height of beams

D: rebar diameter (for smaller rebar)

REBAR ANCHOR FOR DROP - OFF BEAMS

REBAR ANCHOR FOR BENDED BEAMS

DWG.No.

PROJECTSCALE

DATE :

TAKAYUKI MATSUO

TYPICAL DETAILS OF CONVENTIONAL BEAMS

S-G-05

2017.04.15

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Ln/4Ln/4

1 LAYOUT OF UNIFORM ARRANGMENT:

I - LAYOUTS - SECTIONS OF TYPICAL SLABS WITH BEAMS:

(ONLY REBAR POSITION & ARRANGMENT SHOWN, OTHER DATA SHOWN ON REBAR ARRANGMENT LAYOUTS FOR EACH STORY)

D: rebar diameter (for smaller rebar)Lneo2: anchor length for compressive rebars

@1000x1000With c: cover

Lneo1

Lneo1Hs

HsLneo1

Lneo2

AXB-1XB-1

DATE :

TAKAYUKI MATSUO

S-G-06

TYPICAL DETAILS OF CONVENTIONAL SLABS

2017.04.15

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II - LAYOUTS - SECTIONS OF TYPICAL FLAT SLABS:

(ONLY REBAR POSITION & ARRANGMENT SHOWN, OTHER DATA SHOWN ON REBAR ARRANGMENT LAYOUTS FOR EACH STORY)

TL:1/20

(Shear rebar)

DETAIL OF TYPICAL COLUMN CAPS

(SHEAR REBAR IS NOT NECESSARY IN BEAMS/COLUMNS/RC WALLS)

@1000x1000With c: cover

Lneo1

Lneo1Hs

HsLneo1

D: rebar diameter (for smaller rebar)Lneo2: anchor length for compressive rebars

X1 ALONG X-DIRECTION:

1 LAYOUT OF UNIFORM ARRANGMENT:

2 LAYOUT OF ADDITIONAL REBARS:

XB-1

YB-1AXB-1

AYB-1

YB-1

XB-1AYB-1

AXB-1

3 SECTIONS::

DWG.No.

PROJECTSCALE

DATE :

TAKAYUKI MATSUO

S-G-07

TYPICAL DETAILS OF FLAT SLABS

2017.04.15

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SIKA HYDROTITE(Level)

L50x5

Lneo1

HsXb

H1D10@200

D10@200

YT1

XT1D10@200

D10@200 YB1

XB1D10@200

V1D10@200

H1D10@200

XB1D10@200

DETAIL OF DRAINAGE:

100

G12D10

100x100x200SUPPORT AT CORNERS

Lneo1Lneo1

AT DIAPHRAGM WALL/BASEMENT WALL:

100x100x200SUPPORT AT CORNERS

XB1D8@200

D8@200YB1

XB1D8@200XT1 D8@200

DETAIL OF WATERPROOFING FOR CONSTRUCTION JOINT:

Bm

Lneo1Lneo1

(ACROSS BEAM)(Level)

- SUM PIT PARAMETERS:

Xb, Yb: length along each direction(shown on architect & MEP drawings)

Hs: slab thickness (at sum pit position)

Rebar info: (shown on slab rebars at drainage position) Hm: depth of drainage

- DRAINAGE PARAMETERS:

Bm: width of drainage(shown on architect & MEP drawings)

Hs: slab thickness (at drainage position)(Xb, Yb <= 1000mm) (Xb, Yb <= 1000mm)

H1D6@200

V1D10@200

(Hole dia.) (Hole depth) (Type of glue) Note

SCHEDULE OF REBAR DRILLED HOLES

100

50

(t=2mm)Steel bar

DWG.No.

PROJECTSCALE

DATE :

TAKAYUKI MATSUO

S-G-08

TYPICAL DETAILS OF OTHER MEMBERS (1)

2017.04.15

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LINTEL + WINDOW BOTTOM (ON ELEVATION)

Refer to lintel detail

+Top of window

DETAIL OF MEP GAINS

WIDTH OF DOOR/WINDOW PARAMETER OF LINTEL

D12

DETAIL OF ATTACHED COLUMN

L 1

D6@2004D12

200

1 L

100

D6@2002D12

(For 200mm thk wall)(For 100mm thk wall)

DETAIL OF WALL BRACING

L 1

D6@2004D12

200

1 L

100

D6@2002D12

DETAIL OF WINDOW BOTTOM

L 1

D6@2004D12

200

1 L

100

D6@2002D12

+Bot of window +Bot of window

WW

350350

DETAIL OF LINTEL

L 1

100

2D (For 200mm thk wall)(For 100mm thk wall)

+Top of window +Top of window

1

D6@150

L

Hlt (mm)

W (m)

<= 2.5m 200

D16 D6@150 2.5m <W<= 3.5m 200

2D16 (W<=3.0m)

D16 D6@150 3.5m <W<= 4.5m 300

D16 D6@120 4.5m <W<= 5.5m 400

D16 D8@150 5.5m <W<= 6.5m 500

Lov (m)

<= 0.5m 50

D6@300 0.5m <Lov<= 0.7m 60 D8@200

D20 D8@120 6.5m <W<= 8.0m 600

D6@300 0.7m <Lov<= 0.9m 70 D8@150

D6@300 0.9m <Lov<= 1.2m 80 D8@100

D6@300 1.2m <Lov<= 1.5m 90 D10@150

1D AT JOINT WITH BEAM/COLUMN/RC WALL

SLAB THICKNESS PARAMETER OF GAINS

D16

T1

Hg (mm)

Hs (mm)

D20 200<= Hs < 300 MIN(400,Hd) D20 D6@200 3D20@100

300<= Hs = Hs 2x3D25@100

200

T1

L B1

G-2 (200xHg)

(For 200mm thk wall)

+Top of slabWith Hd: depth of beam connected to gains

SLAB THICKNESS PARAMETER OF GAINS

D20

T1

Hg (mm)

Hs (mm)

D25 MIN(600,Hd) D16 D10@100 3D20@100

DATE :

TAKAYUKI MATSUO

S-G-09

2017.04.15

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DETAIL OF LIFT CASE

WITH RC WALLS

KD20

SLAB

H1D8@200

V1D10@200

D10@200

YT1

XT1D10@200

D10@200 YB1

XB1D10@200

KD10

@1000x1000

KD20

D10@200 YB1

XB1D10@200

200

T1

L B1

Hp: depth of lift pit

- LIFT PIT PARAMETERS:

X, Y: length along each direction(shown on architect & MEP drawings)

IV - OTHER DETAILS - (3):

D10@200

YT1

XT1D10@200200

X (< Y)

D10@200 YB1

XB1D10@200

200

H1D8@200

V1D10@200

K D10

@1000x1000

Hp: depth of escalator pit

- ESCALATOR PIT PARAMETERS:

X, Y: length along each direction(shown on architect & MEP drawings)

DATE :

TAKAYUKI MATSUO

S-G-10

2017.04.15

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Dp (mm)

420

Di (mm)

90

Tbt (mm)

STANDARD BENDING MOMENT

12

h (mm)

3

hw1 (mm) (mm) (nos)

6

L2 (mm)

1000 16

DATE :

TAKAYUKI MATSUO

1200

+Toe of pile +Toe of bored hole

+Existing ground

DETAIL OF BORED PRECAST PILE

(TEST PILE), Q.T: 01 PILES

DETAIL OF BORED PRECAST TEST PILE (D600)

+1.77 (NATIONAL LEVEL)

2016.12.28

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800

Do (mm)

680

Dp (mm)

580

Di (mm)

110

Tbt (mm)

16

h (mm)

3

hw1 (mm)

DATE :

DETAIL OF BORED PRECAST PILE

(TEST PILE), Q.T: 02 PILES

+Toe of pile +Toe of bored hole

+Existing ground

+1.77 (NATIONAL LEVEL)

DETAIL OF BORED PRECAST TEST PILE (D800)

2016.12.28

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