KINGDOM OF CAMBODIA

NATION RELIGION KING

6
STRUCTURAL DRAWING

6
PROJECT: LEARNING CENTER BUILDING FOR COMMUNITY

INCLUDING GROUND FLOOR AND ROOF FLOOR

LOCATION: PAILIN PROVINCE

YEAR 2019
 SC1, PC1 SC1, PC1 SC1, PC1 SC1, PC1 SC1, PC1
(1200×1200) (1200×1200) (1200×1200) (1200×1200) (1200×1200)

5000
SC1, PC1 SC2, PC2 SC1, PC1 SC2, PC2 SC1, PC1
(1200×1200) (1500×1500) (1200×1200) (1500×1500) (1200×1200)

D
12000

3000
SC1, PC1 SC1, PC1 SC1, PC1 SC1, PC1 SC1, PC1
(1200×1200) (1200×1200) (1200×1200) (1200×1200) (1200×1200)

C
2000

SC1, PC1 SC1, PC1

(1200×1200) (1200×1200)

B
2000

SC1, PC1 3SC1, PC3 3SC1, PC3 SC1, PC1

(1200×1200) (2800×600) (2800×600) (1200×1200)
A

4000 2000 4000 2000 4000

16000

1 2 3 4 5 6
PILE CAP & STUMP COLUMN LAYOUT
SCALE: 1:125

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.
PILE CAP & STUMP
Approved by Drawing Name: COLUMN LAYOUT 1:125 13 01
 ℄ 08DB14@150
OF PILE CAPS ℄
OF PILE CAPS

EXTENDED REBAR

40Ø
08DB14@150 (BINDER)

600
JOINT SECTION
GROUND LEVEL -1.000
A A

1100

1200

200
GROUND LEVEL 200×200
STUMP COLUMN LEVEL - 0.200

50
600
08DB14@150

1000
1100

750
600 600
1200

PILE CAP DETAIL (BOTTOM REBAR)

PILE CAP LEVEL - 1.000
SCALE: 1:15
℄ (B2)-08DB14@150 (T1)-08DB12@150
08DB12@150
OF PILE CAPS

300
(B1)-08DB14@150 (BD)-01DB12
(T2)-08DB12@150

50
150
08DB12@150 (BINDER)
600

PILE CAP
LEAN CONCRETE 0.05m
A A
1100

1200

COMPACTED GRAVEL 4×6 , t= 0.15m

COMPACTED SOIL
100 1200 100
1400
600

08DB12@150
1100
SECTION A-A
SCALE: 1:15

600 600
1200

PILE CAP DETAIL (TOP REBAR)

SCALE: 1:15

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: PILE CAP DETAIL (PC1) 1:15 13 02

 ℄ 10DB14@150 ℄ 10DB12@150
OF PILE CAPS OF PILE CAPS

10DB12@150 (BINDER) 10DB12@150 (BINDER)

750

750
A A A A

1400

1500

1400

1500
750

750
10DB14@150 10DB12@150
1400 1400

750 750 750 750

1500 1500

PILE CAP DETAIL (BOTTOM REBAR) PILE CAP DETAIL (TOP REBAR)
SCALE: 1:15 SCALE: 1:15

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: PILE CAP DETAIL (PC2) 1:15 13 03

 ℄
OF PILE CAPS

EXTENDED REBAR

40Ø
JOINT SECTION
GROUND LEVEL -1.000

200
GROUND LEVEL 200×200
STUMP COLUMN LEVEL - 0.200

50
1000

750

PILE CAP LEVEL - 1.000

(B2)-10DB14@150 (T1)-10DB12@150
300

(B1)-10DB14@150 (BD)-01DB12
(T2)-10DB12@150
50
150

PILE CAP
LEAN CONCRETE 0.05m
COMPACTED GRAVEL 4×6 , t= 0.15m
COMPACTED SOIL
100 1500 100
1700

SECTION A-A
SCALE: 1:15

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: SECTION A-A (PC2) 1:15 13 04

 ℄ 04DB14@150
OF PILE CAPS

DB12@150 (BINDER)

300
A A

500

600
19DB14@150
2700

300
1400 1400
2800

PILE CAP DETAIL (BOTTOM REBAR)

SCALE: 1:15
℄ 04DB12@150
OF PILE CAPS

300
DB12@150 (BINDER)

A A

600
500
19DB12@150
2700

300
1400 1400
2800

PILE CAP DETAIL (TOP REBAR)

SCALE: 1:15

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: PILE CAP DETAIL (PC3) 1:15 13 05

 ℄ ℄
OF PILE CAPS OF PILE CAPS

EXTENDED REBAR EXTENDED REBAR EXTENDED REBAR

40Ø

40Ø

40Ø
JOINT SECTION JOINT SECTION JOINT SECTION
GROUND LEVEL -1.000

200
GROUND LEVEL 200×200 GROUND LEVEL 200×200 GROUND LEVEL 200×200 GROUND LEVEL 200×200
STUMP COLUMN LEVEL - 0.200
50
1000

750

PILE CAP LEVEL - 1.000

(B2)-04DB14@150 (T1)-04DB12@150
300

(B1)-19DB14@150 (BD)-01DB12
(T2)-19DB12@150
50
150

PILE CAP
LEAN CONCRETE 0.05m
COMPACTED GRAVEL 4×6 , t= 0.15m
COMPACTED SOIL
100 2800 100
3100

SECTION A-A
SCALE: 1:15

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: SECTION A-A (PC3) 1:15 13 06

 C1 C1 C1 C1 C1 C1
(200×200) (200×200) (200×200) (200×200) (200×200) (200×200)
E E

2000
C1c C1 C1c C1 C1c
(200×200) (200×200) (200×200) (200×200) (200×200)
5000

3000
C1 C2 C2 C1 C1c C2 C1c C2 C1c
(200×200) (250×250) (250×250) (200×200) (200×200) (200×200) (200×200) (200×200) (200×200)
D D
12000

12000
3000

3000
C1 C1 C1 C1 C1 C1 C1c C1 C1 C1c C1 C1 C1c
(200×200) (200×200) (200×200) (200×200) (200×200) (200×200) (200×200) (200×200) (200×200) (200×200) (200×200) (200×200) (200×200)
C C
2000

2000
C1 C1 C1 C1
(200×200) (200×200) (200×200) (200×200)
B B
2000

2000
3C1 3C1 C1 C1c C1
(200×200) (200×200) (200×200) (200×200) (200×200)
A A

4000 2000 4000 2000 4000 4000 2000 4000 2000 4000

16000 16000

1 2 3 4 5 6 1 2 3 4 5 6

GROUND COLUMN LAYOUT ROOF COLUMN LAYOUT

SCALE: 1:125 SCALE: 1:125

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.
GROUND & ROOF
Approved by Drawing Name: COLUMN LAYOUT 1:125 13 07
 DETAIL OF STUMP COLUMN TO ROOF COLUMN
EXTENDED REBAR
CODE NO.
LEVEL

0.200m

0.200m

0.200m
ROOF COLUMN

Varies
ROOF COLUMN 0.200m 0.200m 0.200m
AREA (mm)
STIRRUP

40×DB
REBAR
LEVEL

0.250m
0.200m
ROOF COLUMN

4.000m
GROUND COLUMN 0.200m 0.250m
AREA (mm)
STIRRUP

40×DB
REBAR
LEVEL

0.250m
0.200m

GROUND COLUMN

1.000m
STUMP COLUMN
0.200m 0.250m
AREA (mm)
STIRRUP
REBAR
LEVEL

DETAIL OF STUMP COLUMN TO ROOF COLUMN

SCALE: 1:30

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.
DETAIL OF STUMP COLUMN TO
Approved by Drawing Name: ROOF COLUMN
1:30 13 08
 GB1 (200×200) GB1 (200×200) GB1 (200×200)
E

GB1 (200×200)

GB1 (200×200)
5000
D

GB1 (200×200) GB1 (200×200)

GB1 (200×200) GB1 (200×200)

12000

3000

C
2000

GB1 (200×200) GB1 (200×200)

B

GB1 (200×200)

GB1 (200×200)
2000

GB1 (200×200)
A

4000 2000 4000 2000 4000

16000

1 2 3 4 5 6
GROUND BEAM AT LEVEL = -1.000m
SCALE 1:125

No. Date kMEN

Revision Position Name Signature Date Owner:
Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: PILE CAP DETAIL 1:125 13 09

 DETAIL OF GROUND BEAM, LEVEL = -1.000M
TYPE OF BEAM

NOTE

AREA

TOP REBAR

BOTTOM REBAR

STIRRUP

DETAIL OF GROUND BEAM, LEVEL = -1.000m

SCALE: 1:30

TOP REBAR REBAR

REBAR TOP REBAR CONNECTION
CONNECTION

50 0.25×L-LINK 0.5×L 0.25×L-LINK 50 50 0.25×L-LINK 0.5×L 0.25×L-LINK 50

0.125×L 0.75×L 0.125×L 0.125×L 0.75×L 0.125×L
L L
BOTTOM REBAR BOTTOM REBAR BOTTOM REBAR BOTTOM REBAR
- - -
TYPICAL OF GROUND BEAM DETAIL, LEVEL = -1.000m
SCALE: 1:30

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: GROUND BEAM DETAIL 1:30 13 10

 GB2 (200×300) GB2 (200×300) GB2 (200×300) RB1 (200×300) RB1 (200×300) RB1 (200×300)
E E

2000
RB1 (200×300) RB1 (200×300) RB1 (200×300) RB1 (200×300)
GB2 (200×300)

GB2 (200×300)

GB2 (200×300)
GB2 (200×300)

GB2 (200×300)

RB3(200×400)

RB3(200×400)

RB3(200×400)
RB3(200×400)

RB3(200×400)
5000

3000
NO
NS
GB2 (200×300) US (200×300)
GB2 GB2 (200×300) RB1 (200×300) RB1 (200×300)
P RB2 (250×500) RB2 (250×500)
T=1 END
D 00m ED D

GB2 (200×300)
m T SL
HK AB
GB3 (200×200) GB2 (200×300)

GB2 (200×300)

GB3 (200×200) GB2 (200×300)

GB2 (200×300)

RB4 (200×200) RB1(200×300)

RB4 (200×200) RB1(200×300)

RB1(200×300)

RB1(200×300)

RB1(200×300)
12000

12000
3000

3000
GB2 (200×300) GB2 (200×300) GB2 (200×300) RB1 (200×300) RB1 (200×300) RB1 (200×300) RB1 (200×300)
C C
2000

2000
GB3 (200×200)

GB3 (200×200)

RB4 (200×200)

RB4 (200×200)
RB1(200×300)
GB3 (200×200) GB3 (200×200) GB3 (200×200) RB4 (200×200) RB4 (200×200)
B B
2000

2000
RB1 (200×300) RB1 (200×300)
A A

4000 2000 4000 2000 4000 4000 2000 4000 2000 4000

16000 16000

1 2 3 4 5 6 1 2 3 4 5 6
GROUND BEAM AT LEVEL = 0.000m ROOF BEAM
SCALE 1:125 SCALE 1:125

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: GROUND & ROOF BEAM 1:125 13 11

 RB6@100 -BOTH WAY
DETAIL OF GROUND BEAM, LEVEL = 0.000M
TYPE OF BEAM

NOTE

AREA

SLAB, T=100mm Thk

TOP REBAR LEAN CONCRETE, T=50mm Thk
BOTTOM REBAR COMPACTED GRAVEL 4×6, T=200mm Thk
COMPACTED SOIL
STIRRUP

TYPICAL OF GROUND SLAB DETAIL

DETAIL OF GROUND BEAM, LEVEL = -1.000m SCALE: 1:30

SCALE: 1:30

TOP REBAR REBAR

0.25×L REBAR TOP REBAR 0.33×L CONNECTION 0.33×L 0.33×L CON.
CONNECTION

50 0.25×L-LINK 0.5×L 0.25×L-LINK 50 50 0.25×L-LINK 0.5×L 0.25×L-LINK 50

0.125×L 0.75×L 0.125×L 0.125×L 0.75×L 0.125×L
L L
BOTTOM REBAR BOTTOM REBAR BOTTOM REBAR BOTTOM REBAR
- - -
TYPICAL OF GROUND BEAM DETAIL
SCALE: 1:30

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: GROUND BEAM DETAIL 1:30 13 12

 DETAIL OF ROOF BEAM
TYPE OF BEAM

NOTE

AREA

TOP REBAR

BOTTOM REBAR

STIRRUP

DETAIL OF ROOF BEAM

SCALE: 1:30

TOP REBAR REBAR

0.25×L REBAR TOP REBAR 0.33×L CONNECTION 0.33×L 0.33×L CON.
CONNECTION

50 0.25×L-LINK 0.5×L 0.25×L-LINK 50 50 0.25×L-LINK 0.5×L 0.25×L-LINK 50

0.125×L 0.75×L 0.125×L 0.125×L 0.75×L 0.125×L
L L
BOTTOM REBAR BOTTOM REBAR BOTTOM REBAR BOTTOM REBAR
- - -
TYPICAL OF ROOF BEAM DETAIL
SCALE: 1:30

No. Date Revision Position Name Signature Date Owner:

Drawn by Location: Pailin Province
Studied by
Designed by Project: Learning Center Building
of Community
Checked by Date Total Sheet Sheet No.

Approved by Drawing Name: ROOF BEAM DETAIL 1:30 13 13