NOTE:

CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FOR

ENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE
4.5m

03 LEGEND:
A. BRC MESH REF. A142
38,900 B. 150mm THK. GROUND FLOOR
C. CONCRETE SLAB 1000g POLYTHENE D.P.M. D.
0.200 8,250 0.200 8,250 0.200 4.700 0.200 8,250 0.200 8,250 0.200
50mm THK. QUARRY DUST BLINDING
E. MINIMUM 200mm THICK HARDCORE
F. SELECTED BACKFILL MATERIAL
G. 50mm THK. CONCRETE BLINDING. H.
20mm MASTIC ASPHALT TANKING
I. 100mm THK BLOCKWORK SKIN WALL C.J.
0.

CONTRACTION JOINT
E.J. EXPANSION JOINT
9

8 RWDP RAIN WATER DOWN PIPE I.J.

7

6
ISOLATION JOINT
5 D.O.S DETERMINE ON SITE.
Elevation

East
West

CLASSROOM RM 01 CLASSROOM RM 02 CLASSROOM RM 03 CLASSROOM RM 04

9,

1.800
0.

RAMP

GROUND FLOOR PLAN

03 PROJECT: PROPOSED STOREY BLD CLASSROOM BLOCKS

0.200 38,900 0.200

0.200 8,250 0.200 8,250 0.200 4.700 0.200 16,700 0.200

CLIENT: UNHCR RWANDAMIDIMAR
0.

CLIENTS SIGNATURE

ARCHITECT

CLASSROOM RM 01 CLASSROOM RM 02 CLASSROOM RM 03 CLASSROOM RM 04

7,

STRUCTURALCIVIL ENGINEERS

0
0

FLOOR PLANS
DRG TITLE

General Arrangement Layout & Sectional Details

1.800

JOB No DRG No

DESIGNED S.O REVISIONS

0.

DRAWN S.O A D

01
CHECKED B E
FIRST FLOOR PLAN

SCALE DATE: Oct 2017

1:80 C F
 NOTE:
CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FOR
ENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE
4.5m

LEGEND:
A. BRC MESH REF. A142
B. 150mm THK. GROUND FLOOR
C. CONCRETE SLAB 1000g POLYTHENE D.P.M. D.
50mm THK. QUARRY DUST BLINDING
E. MINIMUM 200mm THICK HARDCORE
F. SELECTED BACKFILL MATERIAL
G. 50mm THK. CONCRETE BLINDING. H.
20mm MASTIC ASPHALT TANKING
I. 100mm THK BLOCKWORK SKIN WALL C.J.
CONTRACTION JOINT
E.J. EXPANSION JOINT
RWDP RAIN WATER DOWN PIPE I.J.
ELEVATION 01 ISOLATION JOINT
D.O.S DETERMINE ON SITE.

ELEVATION 02 ELEVATION 03

2.
0.
PROJECT: PROPOSED STOREY BLD CLASSROOM BLOCKS

3.
0.
CLIENT: UNHCR RWANDAMIDIMAR

2.
0.
ELEVATION 03 CLIENTS SIGNATURE

ARCHITECT

STRUCTURALCIVIL ENGINEERS

GROUND FLOOR
DRG TITLE

ELEVATIONSROOF PLAN

0
0

JOB No DRG No

DESIGNED S.O REVISIONS

DRAWN S.O A D

CHECKED B E

ROOF PLAN
SCALE DATE: Oct 2017
1:100 C F
01
 NOTE:
CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FOR
ENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE
4.5m
A B C D E F G H I J
LEGEND:
A. BRC MESH REF. A142
B. 150mm THK. GROUND FLOOR
C. CONCRETE SLAB 1000g POLYTHENE D.P.M.
D. 50mm THK. QUARRY DUST BLINDING
E. MINIMUM 200mm THICK HARDCORE
4,225 4,225 4,225 4,225 4900 4,225 4,225 4,225 4,225
F. SELECTED BACKFILL MATERIAL
G. 50mm THK. CONCRETE BLINDING.
H. 20mm MASTIC ASPHALT TANKING
I. 100mm THK BLOCKWORK SKIN WALL
C.J. CONTRACTION JOINT
E.J. EXPANSION JOINT
RWDP RAIN WATER DOWN PIPE
I.J. ISOLATION JOINT
D.O.S DETERMINE ON SITE.
3
7
5
3
7
5
2
0
0
1
6
6

PROJECT: PROPOSED STOREY BLD CLASSROOM BLOCKS

CLIENT: UNHCR RWANDAMIDIMAR

CLIENTS SIGNATURE
ARCHITECT

A C C C C C

4Y32-02 4Y32-02 200

STRUCTURALCIVIL ENGINEERS
2 4(02)
200
4(02)
1
1
3
0

70Y8-01-150
6
0
0

01 01

6
0
0
6
0
0
70(01) 33(01) 70(01) 70(01)

4(02)

4(02)
1 4Y32-02 4Y32-02 2 SEC 1-1 SEC 2-2
Beam 02

DRG TITLE
GROUND FLOOR
General Arrangement Layout & Sectional Details
A B C C C C C C C C

4225 4225 4225 4225 4900 4225 4225 4225 4225

3Y16-03
1
3Y16-03 200
2 3(03)
200
1
3
0

3(03)
6
0
0

35Y8-01-150

6
0
0

6
0
0
01 01
35(01) 35(01) 35(01) 33(01) 35(01) 35(01) 35(01) 35(01)

1 3Y16-03 3Y16-03
2 SEC 1-1 SEC 2- JOB No DRG No
2
Beam 01 , Beam 3 and other beam have
similar reinforcement x-section

DESIGNED S.O REVISIONS

DRAWN S.O A D
A B C D
3750 3750 2000

2Y12-04 5
200
2(02)
200
2(02)
CHECKED B E
4
6
0
0

32Y8-05-150
14Y8-05-150 05
3
0
0

32(05)
6
0
0

4 2Y12-04 2(02) 2(02)

5 2Y12-04 SEC 4-4 SEC 5-5

Lintal reinforcementRing beam reinforcement SCALE DATE: Oct 2017

similar for ground beam and all lintal
1:80 C F
 NOTE:
CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FOR
ENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE
4.5m

LEGEND:
A. BRC MESH REF. A142
B. 150mm THK. GROUND FLOOR
C. CONCRETE SLAB 1000g POLYTHENE D.P.M. D.
50mm THK. QUARRY DUST BLINDING
E. MINIMUM 200mm THICK HARDCORE
F. SELECTED BACKFILL MATERIAL
G. 50mm THK. CONCRETE BLINDING. H.
20mm MASTIC ASPHALT TANKING
I. 100mm THK BLOCKWORK SKIN WALL C.J.
CONTRACTION JOINT
E.J. EXPANSION JOINT
RWDP RAIN WATER DOWN PIPE I.J.
A B C D E F G H I J ISOLATION JOINT
D.O.S DETERMINE ON SITE.

4225 4225 4225 4225 4900 4225 4225 4225 4225

3Y8-07-

109Y10-02-200B2 103Y10-02-200B2
3
7
5

3Y8-06-200T2
58Y12-01-

58Y12-01-
3Y8-06-200T2
109Y08-02-200T1
103Y08-02-200T1
4

4
58Y10-08-
4

4
58Y10-08-

58Y10-08-

58Y10-08-

34Y10-09-

58Y10-08-

58Y10-08-

58Y10-08-
58Y12-03-
58Y12-03-
3
7
5

4(06) 4(06) 4(06) 4(06) 4(06) 4(06) 4(06) 4(06) 4(10) 4(06) 4(06) 4(06) 4(06) 4(06) 4(06) 4(06) PROJECT: PROPOSED STOREY BLD FOR CLASSROOM BLK

34Y12-
24Y10-04-200B2

4
4

103Y08-02-200T1
109Y08-02-200T1

4
4

CLIENT: UNCHR RWANDAMIDIMAR

2
0
0

3Y8-07-
1
6
6

CLIENTS SIGNATURE

ARCHITECT

STRUCTURALCIVIL ENGINEERS

FLOOR SLAB REINFORCEMENT

DRG TITLE

General Arrangement Layout & Sectional Details

JOB No DRG No

DESIGNED S.O REVISIONS

DRAWN S.O A D

CHECKED N.N B E

SCALE DATE: Oct 2017

1:80 C F
 A B C D E F G H I J NOTE:
CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FOR
ENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE
4.5m

LEGEND:
A. BRC MESH REF. A142
B. 150mm THK. GROUND FLOOR
4225 4225 4225 4225 4900 4225 4225 4225 4225 C. CONCRETE SLAB 1000g POLYTHENE D.P.M. D.
50mm THK. QUARRY DUST BLINDING
E. MINIMUM 200mm THICK HARDCORE
F. SELECTED BACKFILL MATERIAL
G. 50mm THK. CONCRETE BLINDING. H.
20mm MASTIC ASPHALT TANKING
I. 100mm THK BLOCKWORK SKIN WALL C.J.
CONTRACTION JOINT
E.J. EXPANSION JOINT
RWDP RAIN WATER DOWN PIPE I.J.
ISOLATION JOINT
D.O.S DETERMINE ON SITE.
3
7
5
3
7
5
2
0
0
1
6
6

PROJECT: PROPOSED STOREY BLD FOR CLASSROOM BLK

FOUNDATION: GENERAL ARRANGEMENT LAYOUT

SCALE 1:80

CLIENT: UNHCR RWANDAMIDIMAR

CLIENTS SIGNATURE

ARCHITECT

STRUCTURALCIVIL ENGINEERS
≥
≥

FOUNDATION DETAILS
DRG TITLE

General Arrangement Layout & Sectional Details

JOB No DRG No

DESIGNED S.O REVISIONS

DRAWN S.O A D

CHECKED B E

SCALE DATE: Oct 2017

1:80, 1:15 C F
 NOTE:

3
CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FOR
ENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE
4.5m

LEGEND:

6
A. BRC MESH REF. A142

75mm
B. 150mm THK. GROUND FLOOR

6
02 02 01 01 C. CONCRETE SLAB 1000g POLYTHENE

75mm
kicker
D. 50mm THK. QUARRY DUST BLINDING

2
03 D.P.M.

11Y8-03-150
03
01 01 E. MINIMUM 200mm THICK HARDCORE
02 02 1 1

11Y8-03-150

1500mm
DOS ≤
200
1 1 G. 50mm THK. CONCRETE BLINDING.

1500mm
SEC 1-1

DOS ≤
4Y16-02 H. 20mm MASTIC ASPHALT
C.J. CONTRACTION JOINTTANKING

3
I.E.J. 100mm THK BLOCKWORK
JOINT SKIN WALL

33
01 0 01 EXPANSION

2
8 1 800 RWDP RAIN WATER DOWN PIPE
01 01 0 200
I.J. ISOLATION JOINT

18Y8-05-150
01 1800

2
500 200 500 D.O.S DETERMINE ON SITE.
12
SEC A-A
SCALE 1:25
200 SEC A-A
SCALE 1:25

BASE TYPE A(1200 x 1200): col 2

800
BASE TYPE B(1800 x 1800): col 1

500
(9 NO)
KICKER 75

SCALE 1:25

7Y16-01-

1200
200

1800
200
7Y16-01-
A A A A

500
7(01)
7(01)

800
500 200 500
1200
1

1800
6

PROJECT: PROPOSED STOREY BLD FOR CLASSROOM BLK

36

21Y8-04-150

CLIENT: UNHCR RWANDAMIDIMAR

2

CLIENTS SIGNATURE

ARCHITECT
200
8

13 EQUAL RISERS EACH

3
6
7

8 EQUAL RISERS EACH

STRUCTURALCIVIL ENGINEERS

BASES
DRG
, STAIR CASE, COLUMN, RC LAYOUT
General Arrangement Layout & Sectional Details
JOB No DRG No

DESIGNED S.O REVISIONS

DRAWN
S.O A D

CHECKED B E

SCALE DATE: Oct 2017

1:15, 1:40, 1:25 C F