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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.