10

11

12

13

14

15

16

17

18

1

2

3

4

5

6

7

8

9

0.200

8,250

0.200

8,250

0.200 4.700 0.200

8,250

0.200

8,250

0.200

38,900

0.200

1.800

0.200

7,250

0.200

9,650

W

est E

le

va

tio

n

E

ast E

le

va

tio

n

03

GROUND FLOOR PLAN

CLASSROOM R/M 01 CLASSROOM R/M 02 CLASSROOM R/M 03 CLASSROOM R/M 04

RAMP

0.200

8,250

0.200

8,250

0.200 4.700 0.200

16,700

0.200

0.1

75

1.8

00

0.2

00

7,2

50

0.2

00

0.200

38,900

0.200

03

02

01

04

CLASSROOM R/M 01 CLASSROOM R/M 02 CLASSROOM R/M 03 CLASSROOM R/M 04

FIRST FLOOR PLAN

General Arrangement Layout & Sectional DetailsFLOOR PLANS

PROJECT: PROPOSED STOREY BLD CLASSROOM BLOCKS

CLIENT: UNHCR RWANDA/MIDIMAR

STRUCTURAL/CIVIL ENGINEERS

ARCHITECT

CLIENTS SIGNATURE

DRG TITLE

CHECKED

SCALE

DRAWN

DESIGNED

JOB No

1:80

R E V I S I O N S

B

C

A

E

F

D

DRG No

NOTE:CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FORENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE4.5m

LEGEND:A. BRC MESH REF. A142B. 150mm THK. GROUND FLOORC. CONCRETE SLAB 1000g POLYTHENE D.P.M.D. 50mm THK. QUARRY DUST BLINDINGE. MINIMUM 200mm THICK HARDCOREF. SELECTED BACKFILL MATERIALG. 50mm THK. CONCRETE BLINDING.H. 20mm MASTIC ASPHALT TANKINGI. 100mm THK BLOCKWORK SKIN WALLC.J. CONTRACTION JOINTE.J. EXPANSION JOINTRWDP RAIN WATER DOWN PIPEI.J. ISOLATION JOINTD.O.S DETERMINE ON SITE.

DATE: Oct 2017

S.O

S.O

2.295

2.938

0.200

2.950

0.500

3.000

0.300

2.620

ELEVATION 01

ELEVATION 02

ELEVATION 03

ELEVATION 03

02

04

01

ROOF PLAN

ELEVATIONS/ROOF PLANGROUND FLOOR

PROJECT: PROPOSED STOREY BLD CLASSROOM BLOCKS

CLIENT: UNHCR RWANDA/MIDIMAR

STRUCTURAL/CIVIL ENGINEERS

ARCHITECT

CLIENTS SIGNATURE

DRG TITLE

CHECKED

SCALE

DRAWN

DESIGNED

JOB No

1:100

R E V I S I O N S

B

C

A

E

F

D

DRG No

NOTE:CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FORENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE4.5m

LEGEND:A. BRC MESH REF. A142B. 150mm THK. GROUND FLOORC. CONCRETE SLAB 1000g POLYTHENE D.P.M.D. 50mm THK. QUARRY DUST BLINDINGE. MINIMUM 200mm THICK HARDCOREF. SELECTED BACKFILL MATERIALG. 50mm THK. CONCRETE BLINDING.H. 20mm MASTIC ASPHALT TANKINGI. 100mm THK BLOCKWORK SKIN WALLC.J. CONTRACTION JOINTE.J. EXPANSION JOINTRWDP RAIN WATER DOWN PIPEI.J. ISOLATION JOINTD.O.S DETERMINE ON SITE.

DATE: Oct 2017

S.O

S.O

AA B C D E F G H I J

4,225 4,225 4,225 4,225 4900 4,225 4,225 4,225 4,225

3750

3750

2000

1668

A

600130

3Y16-03

3Y16-031

1

Beam 01 , Beam 3 and other beam have similarreinforcement x-section

35(01)

B

2

23Y16-03

3Y16-03

3(03)

3(03)

01

200

SEC 1-1 SEC 2-2

600

3(03)

3(03)

01

200

60035Y8-01-150 35(01)

A

300

2Y12-04

2Y12-044

4

Lintal reinforcement/Ring beam reinforcement similarfor ground beam and all lintal

32(05)

B C D

2(02)

2(02)

05

200

SEC 4-4

600

32Y8-05-150 14Y8-05-150

2(02)

2(02)

200

SEC 5-5

600

C C C C C C C C

35(01) 33(01) 35(01) 35(01) 35(01) 35(01)

4225 4225 4225 4225 4900 4225 4225 4225 4225

A

600130

4Y32-02

4Y32-021

1

Beam 02

2

24Y32-02

4Y32-02

4(02)

4(02)

01

200

SEC 1-1 SEC 2-2

600

4(02)

4(02)

01

200

60070(01)

C C C C C

33(01) 70(01) 70(01)70Y8-01-150

2Y12-04

5

5

3750 3750 2000

General Arrangement Layout & Sectional DetailsGROUND FLOOR

PROJECT: PROPOSED STOREY BLD CLASSROOM BLOCKS

CLIENT: UNHCR RWANDA/MIDIMAR

STRUCTURAL/CIVIL ENGINEERS

ARCHITECT

CLIENTS SIGNATURE

DRG TITLE

CHECKED

SCALE

DRAWN

DESIGNED

JOB No

1:80

R E V I S I O N S

B

C

A

E

F

D

DRG No

NOTE:CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FORENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE4.5m

LEGEND:A. BRC MESH REF. A142B. 150mm THK. GROUND FLOORC. CONCRETE SLAB 1000g POLYTHENE D.P.M.D. 50mm THK. QUARRY DUST BLINDINGE. MINIMUM 200mm THICK HARDCOREF. SELECTED BACKFILL MATERIALG. 50mm THK. CONCRETE BLINDING.H. 20mm MASTIC ASPHALT TANKINGI. 100mm THK BLOCKWORK SKIN WALLC.J. CONTRACTION JOINTE.J. EXPANSION JOINTRWDP RAIN WATER DOWN PIPEI.J. ISOLATION JOINTD.O.S DETERMINE ON SITE.

DATE: Oct 2017

S.O

S.O

AA B C D E F G H I J

4225 4225 4225 4225 4900 4225 4225 4225 4225

3750

3750

2000

1668

58Y12-

01-200

B1

109Y10-02-200B2 103Y10-02-200B2

58Y12-

01-200

B1

58Y12-

03-200

B1

58Y12-

03-200

B13Y8-06-200T2

3Y8-07-200T2

3Y8-07-200T2

3Y8-06-200T2

24Y10-04-200B2

34Y12-

05200B

1

58Y10-

08-200

T1

4(06) 4(06)

58Y10-

08-200

T1

4(06) 4(06)

58Y10-

08-200

T1

4(06) 4(06)

58Y10-

08-200

T1

4(06) 4(06)

58Y10-

08-200

T1

4(06) 4(06)

58Y10-

08-200

T1

4(06) 4(06)

58Y10-

08-200

T1

4(06) 4(06)4(06)4(10)

34Y10-

09-200

T1

4(11)4(11)

4(11)4(11

4(12)4(12)

4(12)4(12)109Y08-02-200T1

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

103Y08-02-200T1

General Arrangement Layout & Sectional DetailsFLOOR SLAB REINFORCEMENT

PROJECT: PROPOSED STOREY BLD FOR CLASSROOM BLK

CLIENT: UNCHR RWANDA/MIDIMAR

STRUCTURAL/CIVIL ENGINEERS

ARCHITECT

CLIENTS SIGNATURE

DRG TITLE

CHECKED

SCALE

DRAWN

DESIGNED

JOB No

1:80

R E V I S I O N S

B

C

A

E

F

D

DRG No

NOTE:CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FORENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE4.5m

LEGEND:A. BRC MESH REF. A142B. 150mm THK. GROUND FLOORC. CONCRETE SLAB 1000g POLYTHENE D.P.M.D. 50mm THK. QUARRY DUST BLINDINGE. MINIMUM 200mm THICK HARDCOREF. SELECTED BACKFILL MATERIALG. 50mm THK. CONCRETE BLINDING.H. 20mm MASTIC ASPHALT TANKINGI. 100mm THK BLOCKWORK SKIN WALLC.J. CONTRACTION JOINTE.J. EXPANSION JOINTRWDP RAIN WATER DOWN PIPEI.J. ISOLATION JOINTD.O.S DETERMINE ON SITE.

N.N

DATE: Oct 2017

S.O

S.O

AA B C D E F G H I J

FOUNDATION: GENERAL ARRANGEMENT LAYOUTSCALE 1:80

4225 4225 4225 4225 4900 4225 4225 4225 4225

3750

3750

2000

1668

≥

≥

General Arrangement Layout & Sectional DetailsFOUNDATION DETAILS

PROJECT: PROPOSED STOREY BLD FOR CLASSROOM BLK

CLIENT: UNHCR RWANDA/MIDIMAR

STRUCTURAL/CIVIL ENGINEERS

ARCHITECT

CLIENTS SIGNATURE

DRG TITLE

CHECKED

SCALE DATE: Oct 2017

DRAWN

DESIGNED

S.O

JOB No

S.O

1:80, 1:15

R E V I S I O N S

B

C

A

E

F

D

DRG No

NOTE:CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FORENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE4.5m

LEGEND:A. BRC MESH REF. A142B. 150mm THK. GROUND FLOORC. CONCRETE SLAB 1000g POLYTHENE D.P.M.D. 50mm THK. QUARRY DUST BLINDINGE. MINIMUM 200mm THICK HARDCOREF. SELECTED BACKFILL MATERIALG. 50mm THK. CONCRETE BLINDING.H. 20mm MASTIC ASPHALT TANKINGI. 100mm THK BLOCKWORK SKIN WALLC.J. CONTRACTION JOINTE.J. EXPANSION JOINTRWDP RAIN WATER DOWN PIPEI.J. ISOLATION JOINTD.O.S DETERMINE ON SITE.

800800

3600

600KIC

KER 7

575

130

21Y8-0

4-150

c/c

200

200

200

200

18Y8-0

5-150

c/c

3300

300

01

600

75mm k

icker

DOS ≤

1500m

m50m

m blind

ing lay

er

SEC A-A

250

1200

0101

4Y16-02

AA 7Y16

-01-20

0B1

7(01)

1200

1200

500 200 500

500200

500

SCALE 1:25

11Y8-0

3-150

Links

500 200 500

11

200

200

SEC 1-1

02 02

02 0203

BASE TYPE A(1200 x 1200): col 2SCALE 1:25

(9 NO)

01

600

75mm k

icker

DOS ≤

1500m

m50m

m blind

ing lay

er

SEC A-A

300

1800

0101

4Y25-01

AA 7Y16

-01-20

0B1

7(01)

1800

1800

800200

800

SCALE 1:25

11Y8-0

3-150

Links

800 200 800

11

200

200

SEC 1-1

01 01

01 01

03

BASE TYPE B(1800 x 1800): col 1

8 EQU

AL RI

SERS

EACH

@150

mm= 1

35013

EQUA

L RISE

RS EA

CH @

150mm

=1500

3600

General Arrangement Layout & Sectional DetailsBASES , STAIR CASE, COLUMN, RC LAYOUT

PROJECT: PROPOSED STOREY BLD FOR CLASSROOM BLK

CLIENT: UNHCR RWANDA/MIDIMAR

STRUCTURAL/CIVIL ENGINEERS

ARCHITECT

CLIENTS SIGNATURE

DRG TITLE

CHECKED

SCALE DATE: Oct 2017

DRAWN

DESIGNED

S.O

JOB No

S.O

1:15, 1:40, 1:25

R E V I S I O N S

B

C

A

E

F

D

DRG No

NOTE:CONTRACTOR TO PROPOSE CONSTRUCTION JOINT LAYOUT FORENGINEERS APPROVAL, MAXIMUM SPACING IN EACH DIRECTION TO BE4.5m

LEGEND:A. BRC MESH REF. A142B. 150mm THK. GROUND FLOORC. CONCRETE SLAB 1000g POLYTHENE D.P.M.D. 50mm THK. QUARRY DUST BLINDINGE. MINIMUM 200mm THICK HARDCOREF. SELECTED BACKFILL MATERIALG. 50mm THK. CONCRETE BLINDING.H. 20mm MASTIC ASPHALT TANKINGI. 100mm THK BLOCKWORK SKIN WALLC.J. CONTRACTION JOINTE.J. EXPANSION JOINTRWDP RAIN WATER DOWN PIPEI.J. ISOLATION JOINTD.O.S DETERMINE ON SITE.