FOUNDATION LAYOUT PLAN 450 700 230 - tamisemi.go.tz · 2020. 5. 7. · FOUNDATION LAYOUT PLAN...
Transcript of FOUNDATION LAYOUT PLAN 450 700 230 - tamisemi.go.tz · 2020. 5. 7. · FOUNDATION LAYOUT PLAN...
AA
BB
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2 C
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C2
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C2
C2
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C2
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C2
C2
C2
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F4
F5
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F3
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C5
C5
C1
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4
C1
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230
450
230
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Ø300
Ø30
0
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44
11
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1 11 1
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77
66
AR
C L
EN
GT
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2.8
m
3880
C2
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C2
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C2
3040
40110
C2
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
FO
UN
DA
TIO
N L
AY
OU
T P
LA
N
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S101
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
To
fit
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
1920230
DP
M
BR
C. w
ire m
esh
.
100
150
scale
1:2
5sca
le 1
:25 50
230
2Y
12
-3
2Y
16
-3
Y8
04
-20
0c/c
Y8
-2-2
00
c/c
15
0m
m. H
ard
core
on
we
ll
10
0m
m. C
on
c. S
lab.
com
pa
cte
d so
il.co
mp
acte
d so
il.
10
0m
m. C
on
c. S
lab.
15
0m
m. H
ard
core
on
we
ll
100
150
235
230
235
235
230
235
700
Se
ctio
n 2
-2
700
50
2Y
16
-1
+0
.60
0
0.02
35
230
230
235
Se
ctio
n 1
-1
-1.8
700
235
235
700
scale
1:2
5sca
le 1
:25
2Y
12
-3
-0.6
235
235
700
scale
1:2
5sca
le 1
:25
700
CL
EA
N C
ON
C.1
:4:8
SA
ND
FIL
L.
DP
M
BR
C. w
ire m
esh
.
2Y
12
-3
2Y
16
-1
235
230
230
235
Se
ctio
n 3
-3
Y8
-2-2
00
c/c
1920230
300x3
=900
150x4=600
300
150
150
2Y
12
-3
2Y
16
03
Y8
04
-20
0c/c 100
150
230
700
scale
1:2
5S
ec
tion
4-4
235
230
235
50
+0
.60
0+
0.6
00
BR
C. w
ire m
esh
.
230
DP
CD
PC
1800 600
CL
EA
N C
ON
C.1
:4:8
SA
ND
FIL
L.
CL
EA
N C
ON
C.1
:4:8
SA
ND
FIL
L.
DP
C
1920230
+0
.60
0
2Y
12
-3
2Y
16
03
Y8
-04
-20
0c/c
100150
230
700
sca
le 1
:25
Se
ctio
n 5
-5
235
230
235
50
BR
C. w
ire m
esh
.
CL
EA
N C
ON
C.1
:4:8
SA
ND
FIL
L.
1920230 100150
50
1920230
700
sca
le 1
:25
Se
ctio
n 6
-6
235
230
235
50
CL
EA
N C
ON
C.1
:4:8
SA
ND
FIL
L.
192023050
Fo
un
da
tion
Deta
ils
230 531 239
235
230
235
700
CL
EA
N C
ON
C.1
:4:8
SA
ND
FIL
L.
sca
le 1
:25
Se
ctio
n 7
-7
+0
.41
0
±0
.00
0
±0
.00
0
Slo
pe
4.7
%
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
FO
UN
DA
TIO
N D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S102
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
To
fit
4Y16-4
+0.60
-1.80
8Y8-3-175
1800
±0.00
15
00
SE
CT
ION
A-A
50mm
blinding
400
600
7Y16-1-2507Y16-2-250
15
00
1500
F1: (1500 x 1500x400) - 28N
os:
F1
23
0
4Y16-4
+0.60
-1.80
8Y8-3-175
1800
±0.00
15
00
SE
CT
ION
A-A
50mm
blinding
400
600
C1 (450x230)
4
230
450
C2 (230x230)
2
7Y16-1-250
7Y16-2-250
F1: (1500 x 1500x400)- 23Nos:
15
00
1500
100
150
C1
F2
23
0
450
1800
18
00
4Y16-4
+0.60
-1.80
8Y8-3-175
1800
±0.00
15
00
SE
CT
ION
B-B
50mm
blinding
400
600
8Y16-1-250
8Y16-2-250
C1
C1 2
30
450
23
0
2000
20
00
F3
9Y16-1-250
9Y16-2-250
+0.60
-1.80
8Y8-3-175
1800
±0.00
20
00
SE
CT
ION
B-B
50mm
blinding
400
600
6Y16-4
8Y8-3-175
F5
C2
C2
C2
230 230
23
02
30
23
00
10Y16-1-250
L=22502220
10Y16-2-250
+0.60
-1.80
10Y8-3-17521
00
SE
CTIO
N C
-C
400
4Y16-4
10Y8-3-175
F1
2300
F2: (2000 x 2000x400) - 30N
os: F
3: (2000 x 2000x400) - 4Nos:
F5: (2300 x 2300x400) - 4N
os:
23
0
230
23
0
230
75
07
50
750 750
75
07
50
90
09
00
900900
115
335
750 750
115
335
115
335
10001000
1020 260 1020
12
80
10
20
4
44
8Y8-3-175
8Y8-5-175
8Y8-3-175
2
22
C1 (450x230)
4
230
450
4
44
8Y8-3-175
8Y8-5-175
4
230
4
44
8Y8-3-175
8Y8-5-175
TY
PIC
AL C
1 (450x230)
4
230
450
4
44
6Y16-4 1
11
11
11
1
11
SE
CT
ION
1-1
SE
CT
ION
1-1
SE
CT
ION
1-1S
EC
TIO
N 1-1
SE
CT
ION
1-1T
YP
ICA
L C2 (230x230)
BB
AA
BB
AA
DD
F6
C2
C2
230230
1800
B B
8Y16-2-250
9Y16-1-250
+0.60
-1.80
8Y8-3-175
1800
±0.00
18
00
SE
CT
ION
B-B
50mm
blinding
400
600
6Y16-4
8Y8-3-175
6Y16-4 1
1
4
23
0
230
8Y8-5-175
4
44
TY
PIC
AL C
2 (230x230)
4
23
0
8Y8-5-175
4
44S
EC
TIO
N 1-1
50mm
blinding
44
44
44
44
230 230
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
8Y8-5-175
8Y8-5-175
8Y8-5-175
F5: (2300 x 2300x400) - 2N
os:
770260
770
87
02
60
87
0
230
20
00
C1
C2
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
FO
UN
DA
TIO
N D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S103
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
To
fit
23
0
450
4Y16-4
+0.60
-1.80
8Y8-3-175
1800
±0.00
20
00
50mm
blinding
400
600
9Y16-2-250
C1
F3
9Y16-1-250
20
00
2000
F4
23
0
450
23
0
C1
C1
2100
21
00
9Y16-1-250
9Y16-2-250
+0.60
-1.80
8Y8-3-175
1200
21
00
400
600
C1 (450x230)
4Y16-4
8Y8-3-175
450 230
2308Y8-5-175
F3
C2
C2
23
0
230
2000
20
00
+0.60
-1.80
8Y8-3-175
1800
±0.00
20
00
50mm
blinding
400
600
4Y16-4
8Y8-3-175
F5
C2
230
23
0
230
23
0
230 230
45
0
23
00
25
00
1800
2420
8Y16-2-250
11Y16-1-250
+0.60
-1.80
8Y8-3-175
1800±
0.00
25
00
SE
CT
ION
D-D
50mm
blinding
400
600
4Y16-4
8Y8-3-175
10Y16-1-250
L=2250
10Y16-2-250
+0.60
-1.80
10Y8-3-175
1800
±0.00
21
00
400
600
4Y16-4
10Y8-3-175
9Y16-1-250
2300
F8
SE
CT
ION
B-B
F3: (2000 x 2000x400) - 13N
os:
F3: (2000 x 2000x400) - 4N
os: S
EC
TIO
N B
-B
F4: (2100 x 2100x400) - 2N
os:
SE
CT
ION
B-B
F5: (2300 x 2300x400) - 4N
os:
SE
CT
ION
C-C
F8: (2500 x 1800x400) - 2N
os:
45
0
230
120
330
87
025
587
0
1000 1000
10
00
10
00
1000 1000
92
026
092
0
1050 1050
115
335
1020 260 1020
12
60
10
40
900 900
50
015
00
50
0
C1 (450x230)
4
230
450
4
44
8Y8-3-175
8Y8-5-175
4
23
0
2308Y
8-3-175
4
44
TY
PIC
AL C
2 (230x230)
4
23
0
8Y8-3-175
4
44
4Y16-2
SE
CT
ION
2-22
2
11
11
11
11
SE
CT
ION
1-1S
EC
TIO
N 1-1
SE
CT
ION
1-1
SE
CT
ION
1-1
TY
PIC
AL C
2 (230x230)
C1
BB
BB
DD
C C
BB
230230
F7
C4
Ø300
10
00
1000
5Y16-1-250
5Y16-2-250
CO
LUM
N C
4 DIA
.300mm
1800 600
3050
±0.00
100
150
-1.80
F7: (1000 x 1000x400) - 2N
os:
33
SE
CT
ION
3-3 Ø300
50
050
0
DD
SE
CT
ION
F-F
10
00 6Y
16-4
2
2
2
2
2
2
4Y16-4
50mm
blinding
50mm
blinding
50mm
blinding
22
22 2
44
44
8Y8-6-175
8Y8-6-175
9Y16-2-250
8Y8-3-175
400
2
23
0
230
8Y8-3-175
2
22
2
23
0
230
8Y8-3-175
2
22
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
FO
UN
DA
TIO
N D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S104
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
To
fit
L=6450
6420
13Y16-2-250
33Y16-1-200
3000
62
06
20
26
30
26
30
1500 1500
23
06
00
23
0
230
4Y16-4
+0.60
8Y8-3-175
1800
±0.00
SE
CT
ION
E-E
50mm
blinding
400
600
4Y16-4
+0.60
8Y8-3-175
±0.00
400
6Y16-4
±0.00
8Y8-3-175
230
230
TY
PIC
AL 1C
78 (230x230)4Y
16-4
+0.60
8Y8-3-175
1800
±0.00
SE
CT
ION
A-A
50mm
blinding
400
600
4Y16-4
+0.60
8Y8-3-175 ±0.00
400
8Y8-3-175
65
00
1800
4Y16-4
23
0
230
23
0
230
23
0
230
23
0
230
23
0
230
F9
F11
C2
10
00
1000
5Y16-1-250
5Y16-2-250F
9:(6500 x 3000x400)- 4Nos
23
0
230
23
0
230
11
SE
CT
ION
1-1
SE
CT
ION
1-1T
YP
ICA
L C2 (230x230)
65
00
C2
F10
23
0
230
23
0
230
23
0
230
C2
C2
6Y16-1-250
6Y16-2-250
6Y16-1-250
6Y16-1-250
1500 900 1500
3900
26
90
13
45
23
0
23
0
230
230
F10:(3900 x 2690x400)- 2N
os
75012001200750
75
01
11
58
25
6Y16-2-2504Y16-2-250
50
05
00
500 500
44
44
44
44
4Y16-4
+0.60
-1.80
8Y8-3-175
1800
±0.00
10
00
SE
CT
ION
C-C
50mm
blinding
400
600
C2 (230x230) 4
100
150
23
0
230
8Y8-3-175
4
44
11
SE
CT
ION
1-1
CC
100mm
oversite concrete C20 over
150mm
bilinded hardcore w
ell compacted subsoil
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoil
well com
pacted subsoil
8Y8-3-175
8Y8-3-175
44
44
44
44
44
44
44
44
44
44
8Y8-3-175
8Y8-3-175
8Y8-3-175
8Y8-3-175
8Y8-3-175
F10:(1000x1000x400)- 11N
os
100mm
oversite concrete C20 over
150mm
bilinded hardcore on well com
pacted subsoilw
ell compacted subsoil
39
00A A
EE
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
FO
UN
DA
TIO
N D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S105
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
To
fit
AA
BB
CC
DD
EE
FF
GG
HH
II
JJ
KK
LL
MM
NN
OO
PP
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 1516 16
17 17
18 18
19 19
D1
D1
E1
E1
7a 7a
13a
13a
H1
H1
K1
K1
2170
NO
TE
:N
OT
E:
13
. All d
ime
nsio
ns a
re in
mm
unle
ss o
therw
ise s
pecifie
d
PR
OJE
CT
:
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
PLIN
TH
BE
AM
S L
AY
OU
T
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S106
Sheet:
Eng. A
.M.A
Eng. A
.M.A
Eng. R
.A.M
1:1
00
DR
AW
ING
S F
OR
DIS
TR
ICT
PR
OP
OS
ED
ST
AN
DA
RD
sp
ecific
atio
n o
r eq
ua
l an
d a
pp
rove
d m
anufa
cture
r1
2. A
ll roo
f sla
bs to
be
wa
ter p
roofe
d u
sing krys
tol
size
11
. Use
cru
sh
ed
gra
nite
ag
gre
gate
s of 2
0m
m m
axim
um
the
en
gin
ee
r be
fore
an
y a
ctio
n is ta
ken.
10
. An
y d
iscre
pa
ncy in
the
dra
win
gs sh
all b
e re
ffere
d in
9. U
se
gra
nite
ag
gre
ga
tes w
ith m
axim
um
siz
e o
f 20m
m.
co
nfirm
ed
be
fore
constru
ctio
n.
, to b
e²
8. A
ssu
me
d s
oil b
ea
ring c
apacity
is 150kN
/mfo
r roo
f trusse
s7
. Use
we
ll se
aso
ne
d p
ressu
re im
pre
gnate
d s
oft w
ood
Min
imu
m 4
.5M
pa
6. F
or s
up
ers
tructu
re w
alls
, use
cem
ent/s
and b
locks
min
imu
m 4
.5M
pa
5. F
or fo
un
da
tion
wa
lls, u
se c
em
ent /sa
nd b
lock
s.²
Mild
ste
el w
ith fyv
= 2
50N
/mm
· .²
Hig
h te
nsile
ste
el w
ith fy =
460N
/mm
· cha
racte
rics:4
. Re
info
rce
me
nt s
ha
ll co
mp
ly to B
S w
ith th
e fo
llow
ing
Sla
bs =
25m
m· C
olu
mn
s, S
tairs
, Beam
s =25m
m.
· Pa
d fo
otin
gs =
50m
m.
· fo
llow
s:3
. All c
on
cre
te c
ove
r to th
e re
info
rcem
ents sh
all b
e a
sP
lain
Co
ncre
te g
rade C
15
· Re
info
rce
d C
on
cre
te g
rade C
25.
· 2
. All c
on
cre
te m
ate
rials
shall co
mply to
the fo
llow
ing:
with
rele
va
nt a
rch
itectu
ral d
raw
ings.
1. A
ll stru
ctu
ral d
raw
ing
s s
hall b
e re
ad in
conju
nctio
n
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Go
vern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185
Do
dom
a.
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
PL
INT
H B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S107
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-03-200
Y8-03-200
Y8-2-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
2Y16-02
2Y16-02
2Y16-02
24002400
24004800
BC
DE
FG
24004800
2400
PB
1(300X230)-4N
os
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
2Y16-02
2Y16-02
48002400
24004800
PB
2(300X230)-6N
os
CD
EF
G
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
2Y16-02
2Y16-02
48002400
24004800
LM
NO
P
PB
3(300X230)-9N
os
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
2Y16-02
72002400
4800L
NO
P
PB
4(300X300)-1N
o
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
48002400
GF
E
PB
5(300X230)-2N
os
Y8-2-200
Y8-2-200
2Y20-27(T
1)2Y
16-93(T1)
46902400
CD
E
PB
6(300X230)-4 N
os
Y8-03-200
2Y16-02
33001
2
PB
16(300x230)-2Nos
Y8-03-200
Y8-03-200
2Y16-02
49102400
AB
C
PB
7(300X230)-2N
os
Y8-03-200
2Y16-02
3000
D1
D
PB
8(300X230)-2N
os
Y8-03-200
2Y16-02
3415
J
PB
14(300X230)-2 N
os
K
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
24004800
NO
P
PB
9(300X230)-5N
os
Y8-03-200
2Y16-02
4700
68
PB
15(300X230)-2N
os
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-02
7Y8-03-200
B B2Y
16-02
2Y16-01
12
00
PB
38 (300x230mm
)-4Nos
Y8-03-200
2Y16-02
3880
PB
40 (300X230)-4N
os
BB
Y8-03-200
2Y16-02
4110
PB
39 (300X230)-2N
os
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1923,
41185 D
odom
a.
B B
A A
450
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm².
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m² , to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S108
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-01
2Y16-02
33003300
66003300
33005
78
1213
15
PB
17(300X230)-1N
os
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
24404415
46
8
PB
24(300X230)-2N
osY8-03-200
Y8-03-200
2Y16-02
49154915
HI
K
PB
12(300X230)-4N
os
H1
K1
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
44152440
330012
1416
17
PB
27(300X300)-1N
os
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
33002440
44153
46
8
PB
26(300X230)-1N
os
Y8-03-200
2Y16-02
44156
8
PB
28(300X230)-2N
os
Y8-03-200
2Y16-02
3300
34
PB
30a (300X230)-1N
os
PB
34(300X230)-3N
os
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-01
2Y16-02
33003300
33003300
33003300
57
810
1213
15
PB
33 (300x230)-2Nos
Y8-03-200
2Y16-02
2185
56
PB
32 (300x230)-2Nos
Y8-03-200
2Y16-02 2185
1416
PB
31(300X230)-1N
os
Y8-03-200
2Y16-02
6600
812Y
8-03-200
2Y16-02
3300
PB
35(450X230)-1N
os
b=Y16-02
a=Y16-01
c=Y8-03-200
c
100
300
230
TY
PIC
AL S
EC
TION
A-A
a-a
b-b
b=Y16-02
a=Y16-01
c=Y8-03-200
c
100
100
300
230
TY
PIC
AL S
EC
TION
B-B
a-a b-b
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
Y8-03-200
PL
INT
H B
EA
MS
DE
TA
ILS
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1923,
41185 D
odom
a.
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S109
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
PB
11(300X230)-1N
os
Y8-03-200
2Y16-02
6600
812
Y8-03-200
Y8-200
2Y16-02
2Y20-16(T
1)
48002400
LM
N
PB
10(300X230)-2N
os
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
33003300
33003300
33003300
57
810
1213
15
PB
18(300X230)-1N
os
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
33003300
20302540
20303300
33005
78
911
1213
15
PB
19(300X230)-2N
os
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
33003300
33001
23
4
(G) 3 - 3
PB
21(300X230)-9N
osY8-03-200
Y8-03-200
2Y16-02
2Y16-02
44152440
1214
16
PB
25(300X230)-2N
os
Y8-03-200
2Y16-02
2540
911
PB
20(300X230)-1N
os
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
49151500
3415H
IJ
K
PB
13(300X230)-2N
os
Y8-03-200
Y8-03-200
Y8-03-200
2Y16-02
33003300
330016
1718
19
PB
22(300X230)-10N
os
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
44152440
1214
16
PB
25(300X230)-2N
os
Y8-03-200
Y8-03-200
2Y16-02
2Y16-02
2Y16-01
300
66003300
13
4
PB
23(300X230)-2N
os
Y8-03-200
2Y16-02
441512
14
PB
29(300X230)-2N
os
Y8-03-200
2Y16-02
3300
1617
PB
30b (300X230)-1N
os
Y8-03-200
2Y16-02
2540
911
PB
20(300X230)-1N
os
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
2Y16-01
12Y8-03-200
A
A2Y
16-02
2Y16-01
PB
37 (300x230mm
)-3Nos
24
00
PL
INT
H B
EA
MS
DE
TA
ILS
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1923,
41185 D
odom
a.
B B
A A
+3.75 First F
loor Level
-1.80
400 1400 300 2700450
2700 600
330031506001800
300
±0.00
Ground Level
16Y8-175-0216Y8-175-0210Y8-175-02
6Y16-03
Colum
n C1: 450 x 230, 27N
os
6Y16-01
22
+3.75 First F
loor Level
-1.80
400 1400 300 2700 450 2700 600
330031506001800
300
±0.00
Ground Level
16Y8-175-0216Y8-175-0210Y8-175-02
6Y16-03
Colum
n C1: 450 x 230, 47N
os
Section 1-1
6Y16-01
22
0101
0101
0101
Y8-175-02
TY
PIC
AL C
2 (230x230)
23
0
230
0101
0101
Y8-175-04
Wet area
+3.75 First F
loor Level
-1.80
400 1400 300 2700 450 2700 600
31506001800
300±
0.00
Ground Level
16Y8-175-0416Y8-175-0410Y8-175-04
4Y16-05
Colum
n C2: 230 x 230, 12N
os
4Y16-01
44
+6.3 Roof S
lab
+3.75 First F
loor Level
-1.80
400 1400 300 2700 450 2700 600
330031506001800
300
±0.00
Ground Level
16Y8-175-0216Y8-175-0210Y8-175-02
6Y16-05
Colum
n C1: 450 x 230, 8N
os
6Y16-01
55
TY
PIC
AL C
1 (450x230)
450
23
0
+600 Ground F
loor level+600 G
round Floor level
+600 Ground F
loor level+600 G
round Floor level
+7.05 Ring beam
level+7.05 R
ing beam level
2700
Section 3-3
Y8-175-014
11
11
33
11
Section 2-2
0303
0303
0303
Y8-175-02
TY
PIC
AL C
1 (450x230)
450
23
0
Y8-175-014
Section 5-5
0505
0505
0505
Y8-175-02
TY
PIC
AL C
1 (450x230)
450
23
0
Y8-175-014
TY
PIC
AL C
2 (230x230)
23
0
230
0505
0505
Y8-175-04
Section 4-4
+6.3 Roof S
labW
et area
+6.6 Gutter
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
CO
LU
MN
S D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1010
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
-1.80
±0.00G
round Level
*600 Floor level
400 1700 300 3250 750
40003003001800
Colum
n C1: 450 x 230, 2 N
os
10Y8-175-02 23Y8-175-02
6Y16-06
66
-1.80
±0.00G
round Level
*600 Floor level
400 1700 300 3250 450
3003001800
Colum
n C1: 450 x 230, 2 N
os
10Y8-175-02 23Y8-175-02
6Y16-07
77
+600 Ground F
loor level+600 G
round Floor level
+4.3 Main E
ntrance
+4.3 Main E
ntrance Verandah S
lab Level
-1.80
±0.00G
round Level
*600 Floor level
400 1700 300 2700 450
31503003001800
Colum
n C1: 230 x 230, 2 N
os10Y8-175-04 23Y8-175-04
4Y16-13
88
+600 Ground F
loor level
+3.75 First F
loor Level
3700
Section 6-6
0606
0606
0606
Y8-175-02
TY
PIC
AL C
1 (450x230)
450
23
0
Y8-175-014
Section 7-7
0707
0707
0707
Y8-175-02
TY
PIC
AL C
1 (450x230)
450
23
0
Y8-175-014
TY
PIC
AL C
2 (230x230)
23
0
230
1313
1313
Y8-175-04
Section 8-8
Verandah S
lab Level
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1011
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
CO
LU
MN
S D
ET
AIL
S
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
+7.05 Ring beam
level
+3.75 First F
loor Level
-1.80
400
1400 300 2700 450 2700 600
330031506001800
300
±0.00
Ground Level
16Y8-175-0416Y8-175-0410Y8-175-04
4Y16-03
Colum
n C2: 230 x 230, 31N
os
4Y16-01
99
+3.75 First F
loor Level
-1.80
400
1400 300 2700 450 2700 600
330031506001800
300
±0.00
Ground Level
16Y8-175-0416Y8-175-0410Y8-175-044Y
16-03
Colum
n C2: 230 x 230, 38N
os
4Y16-01
99
+6.60 Gutter
+4.05
+3.75 Side V
erandah Slab Level
-1.80
400 1400 300 2700 750
31506001800
300
±0.00
Ground Level
16Y8-175-0410Y8-175-04
4Y16-09
Colum
n C2: 230X
230, 2 Nos 1
11
1
+6.3 Roof S
lab
+3.75 First F
loor Level
-1.80
400 1400 300 2700 450 2700450
330031506001800
300
±0.00
Ground Level
16Y8-175-0416Y8-175-0410Y8-175-04
4Y16-08
Colum
n C2: 230 x 230, 4N
os
4Y16-01
10
10
+600 Ground F
loor level+600 G
round Floor level
+600 Ground F
loor level+600 G
round Floor level
+7.05 Ring beam
level
33
33
33
TY
PIC
AL C
2 (230x230)
23
0
230
0303
0303
Y8-175-04
Section 9-9
TY
PIC
AL C
2 (230x230)
23
0
230
0808
0808
Y8-175-04
Section 10-10
TY
PIC
AL C
2 (230x230)
23
0
230
0909
0909
Y8-175-04
Section 11-11
TY
PIC
AL C
2 (230x230)
23
0230
0101
0101
Y8-175-04
Section 3-3
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1012
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
CO
LU
MN
S D
ET
AIL
S
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
-1.80
Section 16-16
±0.00
Ground Level
+600 Ground F
loor level
400 1700 300 3250 750
40003003001800
400
400
Colum
n C5: 400 x 400, 2 N
os
10Y8-175-12 23Y8-175-12
0606
06
0606
06
Y8-175-15
Y8-175-12
+4.05
C3-300m
m D
IAM
ETE
R
+3.75 First F
loor Level
-1.80
400 1400 300 2700 750
31506001800
300
±0.00
Ground Level
16Y8-175-1010Y8-175-10
6Y16-09
6Y16-01
Colum
n C3: 300 m
m diam
eter, 2 Nos
Y8-175-10
09
090909
0909
09
6Y16-01
8Y16-01
8Y16-06
Section 12-12
16
16
12
12
+6.3 Roof S
lab
-1.80
400 1400 300 2700 450 2700 600
270031506001800
300
±0.00
Ground Level
16Y8-175-1116Y8-175-1110Y8-175-11
8Y16-05
8Y16-01
Colum
n C4: 600x 230, 2N
os
8Y16-01
14
14
+6.3 Roof S
lab
-1.80
400 1400 300 2700 450 2700 450
255031506001800
300
±0.00
Ground Level
16Y8-175-1116Y8-175-1110Y8-175-11
8Y16-08
8Y16-01
Colum
n C4: 600 x 230, 2N
os
8Y16-01
15
15
+600 Ground F
loor level+600 G
round Floor level
600 Ground F
loor level
+4.3 Entarance V
erandah
+3.75 First F
loor Level+3.75 F
irst Floor Level
13
13
13
13
600
230
TY
PIC
AL C
4(600x230)
Section 14-14
0505
0505
05 05
05 05
Y8-175-11
Y8-175-11
600
230
TY
PIC
AL C
4(600x230)
Section 15-15 08
08
0808
08 08
08 08
Y8-175-11
Y8-175-11
600
230
TY
PIC
AL C
4(600x230)
Section 13-13 01
01
0101
01 01
01 01
Y8-175-11
Y8-175-11
C4(400x400)
roof Slab Level
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1013
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
CO
LU
MN
S D
ET
AIL
S
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
16T12-80-11
16T12-80-12
16T12-80-13
2T12-210-8
1480
27
0
FLIG
HT
1: 1No
A - A
1980
100
11T12-150-9
11T12-150-9
11T12-150-10
11T12-150-11
11T12-150-12
2T12-210-14
2T12-210-8
18
00
30
0x1
0 T
rea
ds =
3000
11T12-150-1
11T12-150-1
11T12-150-2
11T12-150-3
11T12-150-4
11T12-150-5
2T12-210-7
2T12-210-8
23
0
60
33
00
x9
Tre
ad
s =
2700
15
00
23
0
150x11 Risers = 1650
150x10 Risers = 1500
11T12-150-5
11T12-150-4
11T12-150-8
11T12-150-8
11T12-150-9
24T12-150-6
24T12-150-6
24T12-150-6
24T12-150-6
11T12-150-2
11T12-150-32T12-210-7
11T12-150-1
11T12-150-10
30
40
230220
450 4250 450
4700
3302
200 mm
Waist
200 mm
Waist
A - A
FLIG
HT
2: 1No
Y8-2-300
(B) 1
(B) 1
(B) 2
(B) 2
(B) 3
(B) 3
2Y16-1(T1)
b=Y16-1(T
1)b=Y
16-1(T1)
b=Y16-1(T
1)
2Y16-1(B
1)
a=Y16-1(B
1)a=Y
16-1(B1)
a=Y16-1(B
1)
c=Y8-2-300
c
c=Y8-2-300
c
c=Y8-2-300
c
3040
150
450
230230
230
Landing Beam
(230x450)(B
) 1 - 1
a-a
b-b
(B) 2 - 2
a-a
b-b
(B) 3 - 3
a-a
b-b
24T12-150-6
24T12-150-6
11T12-150-8
11T12-150-8
24T12-150-6
24T12-150-6
11T12-150-8
11T12-150-1311T12-150-8
15
00
15
00
11T12-150-1
11T12-150-1
ST
AIR
CA
SE
TY
PE
1
Landing Beam
(230x450)
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1014
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m² .
·M
ild steel with fyv = 250N
/mm².
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m² , to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
ST
AIR
CA
SE
DE
TA
ILS
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185
Dod
oma.
To
fit
16T12-80-11
16T12-80-12
16T12-80-13
2T12-210-8
1500
4805
14
00
27
01
40
0
TY
PIC
AL F
LIGH
T 1: 2N
os
A - A
1980
100
11T12-150-9
11T12-150-9
11T12-150-10
11T12-150-11
11T12-150-12
2T12-210-14
2T12-210-8
18
00
16
15
30
0x1
0 T
rea
ds =
3000
11T12-150-1 11T
12-150-111T
12-150-2
11T12-150-3
11T12-150-4
11T12-150-5
2T12-210-7
2T12-210-8
23
0
60
33
00
x9
Tre
ad
s =
2700
15
00
23
0
150x11 Risers = 1650
150x10 Risers = 1500
11T12-150-5
11T12-150-4
11T12-150-8
11T12-150-8
11T12-150-10
11T12-150-9
24T12-150-6
24T12-150-6
24T12-150-6
24T12-150-6
11T12-150-2
11T12-150-32T12-210-7
11T12-150-1
11T12-150-10
16
15
CD
GE
33
00
230220
450 4350 450
4800
23
02
30
3302
200 mm
Waist
200 mm
Waist
A - A
TY
PIC
AL F
LIGH
T 2: 2N
os
Y8-2-300
(B) 1
(B) 1
(B) 2
(B) 2
(B) 3
(B) 3
2Y16-1(T1)
b=Y16-1(T
1)b=Y
16-1(T1)
b=Y16-1(T
1)
2Y16-1(B
1)
a=Y16-1(B
1)a=Y
16-1(B1)
a=Y16-1(B
1)
c=Y8-2-300
c
c=Y8-2-300
c
c=Y8-2-300
c
3300
150
450
230230
230
Landing Beam
(230x450)
75
(B) 1 - 1
a-a
b-b
(B) 2 - 2
a-a
b-b
(B) 3 - 3
a-a
b-b
24T12-150-6
24T12-150-6
11T12-150-8
11T12-150-8
24T12-150-6
24T12-150-6
11T12-150-8
11T12-150-13
11T12-150-8
ST
AIR
CA
SE
TY
PE
2- 2
NO
S
Landing Beam
(230x450)
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
ST
AIR
CA
SE
DE
TA
ILS
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1015
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
To
fit
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
AA
BB
CC
DD
EE
FF
GG
HH
II
JJ
KK
LL
MM
NN
OO
PP
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 1516 16
17 17
18 18
19 19
D1
D1
E1
E1
7a 7a
13a
13a
H1
H1
K1
K1
FB1 (230x450)
FB1 (230x450)
FB1 (230x450)
FB1 (230x450)
FB2 (230x450)
FB2 (230x450)
FB2 (230x450)
FB2 (230x450)
FB2 (230x450)
FB2 (230x450)
FB3 (230x450)
FB3 (230x450)
FB3 (230x450)
FB3 (230x450)
FB4 (230x450)
FB3 (230x450)
FB3 (230x450)
FB3 (230x450)
FB3 (230x450)
FB3 (230x450)
FB5 (230x450)
FB5 (230x450)
FB6 (230x450)
FB6 (230x450)
FB6 (230x450)
FB6 (230x450)
FB7 (230x750)
FB7 (230x750)
FB8 (230x450)
FB8 (230x450)
FB9 (230x450)
FB9 (230x450)
FB9 (230x450)
FB9 (230x450)
FB9 (230x450)
FB10 (230x450)
FB10 (230x450)
FB12 (230x450)
FB12 (230x450)
FB12 (230x450)
FB12 (230x450)
FB13 (230x450)
FB13 (230x450)
FB14 (230x450)
FB15 (230x450)
FB15 (230x450)
FB
16 (230x450) F
B16 (230x450)
FB
17 (230x450)
FB
18 (230x450)
FB
19 (230x450)
FB
20 (230x450)
FB
21 (230x450) F
B 22 (230x450)
FB
22 (230x450)
FB
22 (230x450)
FB
22 (230x450)
FB
22 (230x450)
FB
22 (230x450)
FB
22 (230x450)
FB
22 (230x450)
FB
22 (230x450)
FB
22 (230x450)
FB
21 (230x450)
FB
21 (230x450)
FB
21 (230x450)
FB
21 (230x450)
FB
21 (230x450)
FB
23 (230x450)
FB
21 (230x450)
FB
21 (230x450)
FB
21 (230x450)
FB
24 (230x450)
FB
26 (230x450)
FB
25 (230x450)
FB
27 (230x450)
FB
24 (230x450) F
B 25 (230x450)
FB
28 (230x450)
FB
28 (230x450) F
B 29 (230x450)
FB
29 (230x450)
FB
30a (230x450)
FB
33 (230x450)
FB
35 (230x450)
FB
34 (230x450)
FB
34 (230x450)
FB
34 (230x450)
FB
30b (230x450)
FB
33 (230x450) F
B 33 (230x450)
FB
11(750X230)
FB
31(750X230)
FB3 (230x450)
FB3 (230x450)
FB
33b (230x450)
FIR
ST
FLO
OR
BE
AM
LAY
OU
T PLA
N
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:P
RE
SID
EN
T'S
OF
FIC
ER
EG
ION
AL
AD
MIN
IST
RA
TIO
NL
OC
AL
GO
VE
RN
ME
NT
,G
overn
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
LA
YO
UT
PL
AN
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1016
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:P
RE
SID
EN
T'S
OF
FIC
ER
EG
ION
AL
AD
MIN
IST
RA
TIO
NL
OC
AL
GO
VE
RN
ME
NT
,G
overn
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1017
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
(2) 1
(2) 1
(2) 2
(2) 2
(2) 3
(2) 3
2Y16-4(T
1)
2Y16-4(B
1)
2Y20-5(T
1)2Y
16-6(T1)
2Y20-7(B
1)
2Y25-8(T
1)
2Y16-9(B
1)
2Y16-10(T
1)2Y
20-11(T1)
2Y25-12(T
1)2Y
16-13(T1)
2Y20-14(B
1)
750
850
2200
1000
1050
2400
850
850
1400
1400
850 850
1050
1150
2200
2400
750
850 900
950
2400
850850
13501450
375
4800B
CD
EF
G450
230
(1) 1 - 1
a-a
24004800
2400
FB
1(450X230)-4N
osb=Y16-4(T
1)b=Y
16-4(T1)
b=Y16-4(T
1)a=Y
16-4(B1)
a=Y16-4(B
1)a=Y
16-4(B1)
c=Y8-2-150
c
c=Y8-2-150
c
d=Y8-2-150
d
c=Y20-5(T
1)
150
450
230230
230(2) 1 - 1
a-a
b-b
(2) 2 - 2
a-a
b-b
(2) 3 - 3
a-a b-bc-c
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
(1) 1
(1) 1
(1) 2
(1) 2
(1) 3
(1) 3
2Y16-47(T
1)
b=Y16-47(T
1)b=Y
16-47(T1)
2Y25-48(B
1)
a=Y25-48(B
1)a=Y
25-48(B1)
a=Y25-48(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
2Y25-49(T
1)
b=Y25-49(T
1)
2Y16-9(B
1)
2Y16-50(T
1)2Y
25-23(T1)
2Y20-24(T
1)2Y
16-25(T1)
2Y20-26(B
1)
8501350
4800
150
230
230
850
850950
1050
2300
2400
850
850
1150
1050
2400
850850
14501450
4800
b-b
(1) 2 - 2
a-a
b-b
(1) 3 - 3
a-a b-b
FB
2(450X230)-6N
os
CD
EF
G
230
(1) 1- 1
a-a
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
(1) 1
(1) 1
(1) 2
(1) 2
(1) 3
(1) 3
2Y16-47(T
1)
b=Y16-47(T
1)b=Y
16-47(T1)
2Y25-48(B
1)
a=Y25-48(B
1)a=Y
25-48(B1)
a=Y25-48(B
1)
c=Y8-2-150
c=Y8-2-150
c
c=Y8-2-150
c
2Y25-49(T
1)
b=Y25-49(T
1)
2Y16-9(B
1)
2Y16-50(T
1)2Y
25-23(T1)
2Y20-24(T
1)2Y
16-25(T1)
2Y20-26(B
1)
8501350
4800
150
230230
850 850
950
1050
2300
2400
850850
1150
1050
2400
850850
14501450
4800L
MN
OP
b-b
(1) 2 - 2
a-a b-b
(1) 3 - 3
a-a b-bF
B3(450X
230)-9Nos
(1) 1-1
a-ac
230
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1018
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-2-150
Y8-2-150
Y8-2-150
(2) 1
(2) 1
(2) 2
(2) 2
(2) 3
(2) 3
2Y25-15(T
1)
c=Y25-15(T
1)
2Y25-16(T
2)
b=Y25-16(T
2)
2Y16-17(T
1)
b=Y16-17(T
1)
3Y25-18(B
1)
a=Y25-18(B
1)a=Y
25-18(B1)
a=Y25-18(B
1)
d=Y8-2-150
d
c=Y8-2-150
c
d=Y8-2-150
d
2Y25-19(T
1)
c=Y25-19(T
1)
2Y16-20(T
2)
b=Y16-20(T
2)
2Y20-21(T
1)
2Y16-22(B
1)
2Y25-23(T
1)2Y
20-24(T1)
2Y16-25(T
1)
2Y20-26(B
1)
850850
20501350
19501200
375
7200
150
150
450
230230
230
950
950
850
850
950
1050750
1150
1050
2400
850850
14501450
4800L
NO
P
(2) 1 - 1
a-a-a
b-bc-c
(2) 2 - 2
a-a-a
b-b
(2) 3 - 3
a-a-a
b-bc-c
FB
4(450X230)-1N
o
Y8-2-150
Y8-2-150
(14) 1
(14) 1
(14) 2
(14) 2
(14) 3
(14) 3
2Y16-34(T
1)
b=Y16-34(T
1)b=Y
16-34(T1)
2Y16-84(B
1)
a=Y16-84(B
1)a=Y
16-84(B1)
a=Y16-84(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
2Y20-11(T
1)
b=Y20-11(T
1)
2Y16-85(T
1)850
1350
4800
450
150
230230
230
750 900
2400G
FE
(14) 1 - 1
a-a b-b
(14) 2 - 2
a-a b-b
(14) 3 - 3
a-a b-b
FB
5(450X230)-2N
os
Y8-2-150
Y8-2-150
(13) 1(13) 2
(13) 3
2Y20-27(T
1)
b=Y20-27(T
1)
2Y16-6(T
1)
b=Y16-6(T
1)2Y
20-14(B1)
a=Y20-14(B
1)a=Y
20-14(B1)
a=Y20-14(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
2Y25-8(T
1)
b=Y25-8(T
1)
2Y16-93(T
1)
2Y16-94(B
1)
850
850
1400
1400
4690
150
150
450
230
230230
850
8501050
1150
2200
2400C
DE
(13) 1 - 1
a-a
b-b
(13) 2 - 2
a-a
b-b
(13) 3 - 3
a-a
b-b
FB
6(450X230)-4 N
os
(13) 1(13) 2
(13) 3
Y16-2-300
(B) 1
(B) 1
(B) 2
(B) 2
(B) 3
(B) 3
2Y16-1(T
1)b=Y
16-1(T1)
b=Y16-1(T
1)b=Y
16-1(T1)
2Y16-1(B
1)
a=Y16-1(B
1)a=Y
16-1(B1)
a=Y16-1(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
360
360
360
3300
150
450
230230
230
12
(B) 1 - 1
a-a b-b
(B) 2 - 2
a-a b-b
(B) 3 - 3
a-a
b-b
FB
16(450X230)-2N
os
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1923,
41185 D
odom
a.
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1019
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-78-150
Y8-78-150
(12) 1
(12) 1
(12) 2
(12) 2
(12) 3
(12) 3
2Y16-77(B
1)
a=Y16-77(B
1)a=Y
16-77(B1)
a=Y16-77(B
1)
c=Y8-78-150
c
c=Y8-78-150
c
c=Y8-78-150
c
2Y16-77(T1)
b=Y16-77(T1)
b=Y16-77(T1)
b=Y16-77(T1)
4910
150
750
230230
230
2400A
BC
(12) 1 - 1
a-a
b-b
(12) 2 - 2
a-a
b-b
(12) 3 - 3
a-a
b-b
FB
7(750X230)-2N
os
Y8-2-150
(11) 1
(11) 1
(11) 2
(11) 2
(11) 3
(11) 3
2Y16-98(T1)
b=Y16-98(T1)
b=Y16-98(T1)
b=Y16-98(T1)
2Y16-98(B
1)
a=Y16-98(B
1)a=Y
16-98(B1)
a=Y16-98(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
3000
150
450
230230
230
D1
D
(11) 1 - 1
a-a
b-b
(11) 2 - 2
a-a
b-b
(11) 3 - 3
a-a
b-b
FB
8(450X230)-2N
os
Y8-2-150
(3) 1
(3) 1
(3) 2
(3) 2
(3) 3
(3) 3
2Y16-65(T1)
b=Y16-65(T1)
b=Y16-65(T1)
b=Y16-65(T1)
2Y16-65(B
1)
a=Y16-65(B
1)a=Y
16-65(B1)
a=Y16-65(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
360
3415
450
150
230230
230
J
(3) 1 - 1
a-a
b-b
(3) 2 - 2
a-a
b-b
(3) 3 - 3
a-a
b-b
FB
14(450X230)-2 N
os
K
Y8-2-150
Y8-2-150
(7) 1
(7) 1
(7) 2
(7) 2
(7) 3
(7) 3
2Y16-93(T1)
b=Y16-93(T1)
b=Y16-93(T1)
b=Y16-93(T1)
2Y16-94(B
1)
a=Y16-94(B
1)a=Y
16-94(B1)
a=Y16-94(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
d=Y8-2-150
d
2Y25-23(T1)
c=Y25-23(T1)
2Y20-24(T1)
2Y16-25(T1)
2Y20-26(B
1)
850850
2200
1150
1050
2400
150
150
450
230230
230
850850
14501450
4800N
OP
(7) 1 - 1
a-a
b-b
(7) 2 - 2
a-a
b-b
(7) 3 - 3
a-a
b-bc-c
FB
9(450X230)-5N
os
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1020
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-150
(K1) 1
(K1) 1
(K1) 2
(K1) 2
(K1) 3
(K1) 3
2Y16-19(T
1)b=Y
16-19(T1)
c=Y16-19(T
1)
b=Y16-19(T
1)
3Y25-20(B
1)
a=Y25-20(B
1)a=Y
25-20(B1)
a=Y25-20(B
1)
2Y16-21(B
2)
b=Y16-21(B
2)c=Y
8-3-150
c
d=Y8-3-150
d
c=Y8-3-150
770775
4700
150
150
450
230230
230
2B304 (230x450)
68
(K1) 1 - 1
a-a-a
b-b
(K1) 2 - 2
b-b
a-a-a
c-c
(K1) 3 - 3
a-a-a
b-b
FB
15(450X230)-2N
osc
FB
11(750X230)-1N
os
(K1) 1 - 1
(K1) 3 - 3
Y8-150
(A) 1
(A) 1
(A) 2
(A) 2
(A) 3
(A) 3
2Y16-7(T
1)
b=Y16-7(T
1)b=Y
16-7(T1)
b=Y16-7(T
1)
2Y20-8(B
1)
a=Y20-8(B
1)a=Y
20-8(B1)
a=Y20-8(B
1)
c=Y8-9-150
c
c=Y8-9-150
c
c=Y8-9-150
c
6600
150
750
230230
230
812
(A) 1 - 1 a-a b-b
(A) 2 - 2
a-a b-b
(A) 3 - 3
a-a
b-b
Y8-150
Y8-150
(14) 1
(14) 1
(14) 2
(14) 2
(14) 3
(14) 3
2Y16-14(T
1)b=Y
16-14(T1)
b=Y16-14(T
1)
2Y16-15(B
1)
a=Y16-15(B
1)a=Y
16-15(B1)
a=Y16-15(B
1)
c=Y8-8-150
c
c=Y8-8-150
c
c=Y8-8-150
c
2Y20-16(T
1)
b=Y20-16(T
1)
2Y16-17(T
1)850
1350
4800
450
150
230
230
230
750900
2400L
MN
(14) 1 - 1
a-a
b-b
(14) 2 - 2
a-a
b-b
(14) 3 - 3
a-a
b-b
FB
10(450X230)-2N
os230
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
(C) 1
(C) 1
(C) 2
(C) 2
(C) 3
(C) 3
(C) 4
(C) 4
(C) 6
(C) 6
2Y16-3(B
1)
a=Y16-3(B
1)a=Y
16-3(B1)
a=Y16-3(B
1)
c=Y8-2-150
c
c=Y16-2-300
c
c=Y16-2-300
c
2Y16-52(T
1)
b=Y16-52(T
1)b=Y
16-52(T1)
b=Y16-52(T
1)
b=Y16-52(T
1)
d=Y16-53(T
1)
c=Y16-53(T
1)
d=Y16-53(T
1)
a=Y20-54(B
1)a=Y
20-54(B1)
a=Y20-54(B
1)
2x3Y16-55
c=Y16-55
b=Y16-55
c=Y16-55
e=Y8-56-150
ed=Y
8-56-150d
e=Y8-56-150
e
2Y16-3(B
1)
2Y16-52(T
1)
b=Y16-52(T
1)
3300
150
450
230230
230
750
355
3300
400600
410
410
6600
150
150
1230
230
230
230
550
355
33003300
57
812
1315
(C) 1 - 1
a-a
b-b
(C) 2 - 2
a-a
b-b
(C) 3 - 3
a-a
b-b
(C) 4 - 4
b-ba-a
cc
cc
cc
d-d
(C) 5 - 5
a-a
bb
bb
bb
c-c
(C) 6 - 6
b-b
a-a
cc
cc
cc
d-d
FB
17(450X230)-1N
os1230
1230
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1923,
41
185 D
odom
a.
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1021
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
(P) 1
(P) 1
(P) 2
(P) 2
(P) 3
(P) 3
2Y16-62(B
1)
2Y16-63(T
1)
2Y16-64(B
1)
2Y16-62(T
1)
33003300
850850
3300
8501100
33003300
33005
78
1012
1315
FB
18(450X230)-1N
os
a=Y16-62(B
1)a=Y
16-62(B1)
a=Y16-62(B
1)
c=Y8-2-150
cc=Y
8-2-150
c
c=Y8-2-150
c
b=Y16-63(T
1)b=Y
16-63(T1)
b=Y16-63(T
1)
450
150
230230
230
(P) 1 - 1
a-a
b-b
(P) 2 - 2
a-a
b-b
(P) 3 - 3
a-a b-b
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
Y8-2-150
(D) 1
(D) 1
(D) 2
(D) 2
(D) 3
(D) 3
2Y16-95(B
1)
2Y16-95(T
1)
2Y16-96(B
1)
2Y16-97(T
1)
33003300
2030
650
2350
1050 900
2540
360
20303300
360
33005
78
911
1213
15
FB
19(450X230)-1N
osa=Y16-95(B
1)a=Y
16-95(B1)
a=Y16-95(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
b=Y16-95(T
1)b=Y
16-95(T1)
b=Y16-95(T
1)
150
150450
230230
230
(D) 1 - 1
a-a b-b
(D) 2 - 2
a-a
b-b
(D) 3 - 3
a-a
b-b
Y8-2-150
Y8-2-150
Y8-2-150
(G) 1
(G) 1
(G) 2
(G) 2
(G) 3
(G) 3
2Y16-44(B
1)
a=Y16-44(B
1)a=Y
16-44(B1)
a=Y16-44(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
2Y16-44(T
1)
b=Y16-44(T
1)b=Y
16-44(T1)
b=Y16-44(T
1)
3300
450
150
230230
230
33003300
12
34
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a b-b
(G) 3 - 3
a-a
b-b
FB
21(450X230)-9N
os
Y8-2-150
Y8-2-150
(H) 1
(H) 1
(H) 2
(H) 2
(H) 3
(H) 3
2Y25-67(T
1)
c=Y25-67(T
1)
2Y16-68(T
2)
b=Y16-68(T
2)2Y
16-69(T1)
b=Y16-69(T
1)
3Y25-70(B
1)
a=Y25-70(B
1)a=Y
25-70(B1)
a=Y25-70(B
1)
d=Y8-2-150
dc=Y
8-2-150c
d=Y8-2-150
d
2Y25-71(T
1)
c=Y25-71(T
1)
2Y20-72(T
2)
b=Y20-72(T
2)
2Y16-73(T
1)
2Y16-74(B
1)
850
850
1350900
1350 1000
375
4415
150
450
230230
230
850
8501050
11501000
2250
244012
1416
(H) 1 - 1
a-a-a
b-bc-c
(H) 2 - 2
a-a-a
b-b
(H) 3 - 3
a-a-a
b-bc-c
FB
25(450X230)-2N
os
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Go
vernm
ent C
ity - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
om
a.
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m² .
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn b
y:
Checked b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Scale
:
Dra
win
g N
o.
S102
2
Shee
t:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-2-150
(D1) 1
(D1) 1
(D1) 2
(D1) 2
(D1) 3
(D1) 3
2Y16-101(T
1)b=Y
16-101(T1)
b=Y16-101(T
1)b=Y
16-101(T1)
2Y16-101(B
1)
a=Y16-101(B
1)a=Y
16-101(B1)
a=Y16-101(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
2540
150
450
230230
230
911
(D1) 1 - 1
a-a
b-b
(D1) 2 - 2
a-a
b-b
(D1) 3 - 3
a-a
b-b
FB
20(450X230)-1N
os
Y8-42-150
Y8-42-150
Y8-42-150
(4) 1
(4) 1
(4) 2
(4) 2
(4) 3
(4) 3
3Y16-40(T
1)b=Y
16-40(T1)
2Y16-41(B
1)
a=Y16-41(B
1)a=Y
16-41(B1)
a=Y16-41(B
1)
c=Y8-42-150
c
c=Y8-42-150
c
c=Y8-42-150
c
2Y16-43(T
1)b=Y
16-43(T1)
b=Y16-43(T
1)850
1350
4915
450
150
230230
230
15003415
HI
JK
(4) 1 - 1
a-a
b-b-b
(4) 2 - 2
a-a
b-b
(4) 3 - 3
a-a
b-b
FB
13(450X230)-2N
os
Y8-42-150
Y8-42-150
Y8-42-150
(G) 1
(G) 1
(G) 2
(G) 2
(G) 3
(G) 3
2Y16-45(B
1)
a=Y16-45(B
1)a=Y
16-45(B1)
a=Y16-45(B
1)
c=Y8-42-150
c
c=Y8-42-150
c
c=Y8-42-150
2Y16-45(T
1)
b=Y16-45(T
1)b=Y
16-45(T1)
b=Y16-45(T
1)
3300
450
150
230230
230
33003300
1617
1819
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
FB
22(450X230)-10N
osc
Y8-2-150
Y8-2-150
(H) 1
(H) 1
(H) 2
(H) 2
(H) 3
(H) 3
2Y25-67(T
1)
c=Y25-67(T
1)
2Y16-68(T
2)
b=Y16-68(T
2)2Y
16-69(T1)
b=Y16-69(T
1)
3Y25-70(B
1)
a=Y25-70(B
1)a=Y
25-70(B1)
a=Y25-70(B
1)
d=Y8-2-150
dc=Y
8-2-150c
d=Y8-2-150
d
2Y25-71(T
1)
c=Y25-71(T
1)
2Y20-72(T
2)
b=Y20-72(T
2)
2Y16-73(T
1)
2Y16-74(B
1)
850
850
1350900
1350 1000
375
4415
150
450
230230
230
850
8501050
11501000
2250
244012
1416
(H) 1 - 1
a-a-a
b-bc-c
(H) 2 - 2
a-a-a
b-b
(H) 3 - 3
a-a-a
b-bc-c
FB
25(450X230)-2N
os
Y8-2-150
Y8-2-150
(M) 1
(M) 2
(M) 3
2Y20-86(T
1)
b=Y20-86(T
1)
2Y16-87(T
1)
b=Y16-87(T
1)2Y
25-88(B1)
a=Y25-88(B
1)a=Y
25-88(B1)
a=Y25-88(B
1)
c=Y8-2-150
c
c=Y8-2-150
cd=Y
8-2-150d
2Y25-89(T
1)
c=Y25-89(T
1)
2Y16-90(T
2)
b=Y16-90(T
2)
2Y16-91(T
1)
2Y16-92(B
1)
850850
18001800
1150
300
6600
150
150450
230230
230
850
850
1050750
33001
34
a-a
b-b
a-a
b-b
a-a b-b
c-c
FB
23(450X230)-2N
os(M
) 1-1(M
) 2-2(M
) 3-3
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m² .
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn b
y:
Checked b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Scale
:
Dra
win
g N
o.
S102
3
Shee
t:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
Y8-2-150
Y8-2-150
(H) 1
(H) 1
(H) 2
(H) 2
(H) 3
(H) 3
2Y16-73(T
1)b=Y
16-73(T1)
b=Y16-73(T
1)c=Y
16-73(T1)
2Y16-74(B
1)
a=Y16-74(B
1)
a=Y16-74(B
1)a=Y
16-74(B1)
c=Y8-2-150
c
c=Y8-2-150
c
e=Y8-2-150
e
2Y25-71(T
1)
d=Y25-71(T
1)2Y
25-67(T1)
2Y25-75(T
2)
b=Y25-75(T
2)
2Y25-76(T
2)2Y
16-69(T1)
2Y25-70(B
1)
850850
2250
1150
1050
2440
150
450
230230
230
850850
13501350
11501150
375
44154
68
(H) 1 - 1
a-a
b-b
(H) 2 - 2
a-a
b-b
(H) 3 - 3
a-a
b-bc-c
d-d
(M) 1
(M) 2
(M) 3
FB
24(450X230)-2N
osY8-2-150
Y8-2-150
(12) 1
(12) 1
(12) 2
(12) 2
(12) 3
(12) 3
2Y16-59(B
1)
a=Y16-59(B
1)a=Y
16-59(B1)
a=Y16-59(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
2Y16-59(T
1)
b=Y16-59(T
1)b=Y
16-59(T1)
b=Y16-59(T
1)
4915
450
150
230230
230
4915H
IK
(12) 1 - 1
a-a
b-b
(12) 2 - 2
a-a
b-b
(12) 3 - 3
a-a
b-b
FB
12(450X230)-4N
os
H1
K1
Y8-2-150
Y8-2-150
Y8-2-150
(K) 1
(K) 1
(K) 2
(K) 2
(K) 3
(K) 3
2Y16-66(B
1)
a=Y16-66(B
1)a=Y
16-66(B1)
a=Y16-66(B
1)c=Y
8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
2Y16-66(T
1)b=Y
16-66(T1)
b=Y16-66(T
1)b=Y
16-66(T1)
4415
450
150
230230
230
24403300
1214
1617
(K) 1 - 1
a-a
b-b
(K) 2 - 2
a-a
b-b
(K) 3 - 3
a-a
b-b
FB
27(450X230)-1N
os
Y8-2-150
Y8-2-150
Y8-2-150
(K) 1
(K) 1
(K) 2
(K) 2
(K) 3
(K) 3
2Y16-66(B
1)
a=Y16-66(B
1)a=Y
16-66(B1)
a=Y16-66(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
2Y16-66(T
1)b=Y
16-66(T1)
b=Y16-66(T
1)
b=Y16-66(T
1)
3300
450
150
230230
230
24404415
34
68
(K) 1 - 1
a-a
b-b
(K) 2 - 2
a-a
b-b
(K) 3 - 3
a-a
b-b
FB
26(450X230)-1N
os
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
LA
DM
INIS
TR
AT
ION
LO
CA
LG
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923, 41185
Do
do
ma
.
Y8-2-150
(H1) 1
(H1) 1
(H1) 2
(H1) 2
(H1) 3
(H1) 3
2Y20-102(T
1)
b=Y20-102(T
1)
2Y20-102(T
1)
b=Y20-102(T
1)
2Y16-25(T
1)
b=Y16-25(T
1)
2Y25-103(B
1)
a=Y25-103(B
1)a=Y
25-103(B1)
a=Y25-103(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
850850
12501250
300300
4415
150
150
450
230230
230
68
(H1) 1 - 1
a-a
b-b
(H1) 2 - 2
a-a b-b
(H1) 3 - 3
a-a
b-b
FB
28(450X230)-2N
os
Y8-2-150
(K1) 1
(K1) 1
(K1) 2
(K1) 2
(K1) 3
(K1) 3
2Y20-102(T
1)
b=Y20-102(T
1)
2Y20-102(T
1)
b=Y20-102(T
1)
2Y16-25(T
1)b=Y
16-25(T1)
2Y25-103(B
1)
a=Y25-103(B
1)a=Y
25-103(B1)
a=Y25-103(B
1)
c=Y8-2-150
c
c=Y8-2-150
cc=Y
8-2-150c
850850
12501250
300300
4415
150
150
450
230230
230
1214
(K1) 1 - 1
a-a b-b
(K1) 2 - 2
a-a
b-b
(K1) 3 - 3
a-a
b-b
FB
29(450X230)-2N
os
Y8-150
a=Y16-15(B
1)a=Y
16-15(B1)
a=Y16-15(B
1)
c=Y8-14-150
c
c=Y8-14-150
c
c=Y8-14-150
c
2Y16-15(T
1)b=Y
16-15(T1)
b=Y16-15(T
1)
b=Y16-15(T
1)
600
230230
230
3300
1617
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
FB
30b (450X230)-1N
os
225
Y8-150
a=Y16-15(B
1)a=Y
16-15(B1)
a=Y16-15(B
1)
c=Y8-14-150
c
c=Y8-14-150
c
c=Y8-14-150
c
2Y16-15(T
1)
b=Y16-15(T
1)b=Y
16-15(T1)
b=Y16-15(T
1)
600
230230
230
3300
34
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
FB
30a (450X230)-1N
os
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m² .
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CL
IEN
T:
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
De
sig
ne
d b
y:
Dra
wn
by:
Ch
ecke
d b
y:
Ap
pro
ved
by:
Da
te:
MA
RC
H 2
020
Sca
le:
Dra
win
g N
o.
S1
02
4
Sh
ee
t:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
LA
DM
INIS
TR
AT
ION
LO
CA
LG
OV
ER
NM
EN
T,
Govern
men
t City
- Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1923, 41185
Dod
oma.
NO
TE
:N
OT
E:
1.A
ll structural drawings shall be read in conjunction
with relevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocksm
inimum
4.5Mpa
6.F
or superstructure walls, use cem
ent/sand blocksM
inimum
4.5Mpa
7.U
se well seasoned pressure im
pregnated soft wood
for roof trusses8.
Assum
ed soil bearing capacity is 150kN/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered inthe engineer before any action is taken.11.
Use crushed granite aggregates of 20m
m m
aximum
size12.
All roof slabs to be w
ater proofed using krystolspecification or equal and approved m
anufacturer13.
All dim
ensions are in mm
unless otherwise specified
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FL
OO
R B
EA
MS
DE
TA
ILS
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1025
Sheet:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
FB
34(450X230)-3N
os
Y8-150
Y8-150
Y8-150
Y8-150
Y8-150
Y8-150
(P) 1
(P) 1
(P) 2
(P) 2
(P) 3
(P) 3
2Y16(B
1)
2Y16(T1)
2Y16-4(B
1)
2Y16-5(T1)
33003300
850850
3300
8501100
33003300
33005
78
1012
1315
a=Y16(B
1)a=Y
16(B1)
c=Y8-150
c
c=Y8-150
c
b=Y16(T1)
b=Y16(T1)
600
230230
(P) 1 - 1
a-a
b-b
(P) 2 - 2
a-a
b-b
a=Y16-1(B
1)a=Y
16-1(B1)
a=Y16-1(B
1)
c=Y8-2-150
c
c=Y8-2-150
c
c=Y8-2-150
c
b=Y16-3(T1)
b=Y16-3(T1)
b=Y16-3(T1)
(P) 1 - 1
a-a
b-b
(P) 2 - 2
a-a
b-b
(P) 3 - 3
a-a
b-b
230230
230
FB
33 (230x450)-2Nos
Y8-150
(G) 1
(G) 1
(G) 2
(G) 2
(G) 3
(G) 3
2Y16-21(T1)
b=Y16-21(T1)
b=Y16-21(T1)
b=Y16-21(T1)
2Y16-21(B
1)
a=Y16-21(B
1)a=Y
16-21(B1)
a=Y16-21(B
1)
c=Y8-6-150
c
c=Y8-6-150
c
c=Y8-6-150
c
2185
600
230230
230
56
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
FB
32 (230x450)-2Nos
Y8-150
(G) 1
(G) 1
(G) 2
(G) 2
(G) 3
(G) 3
2Y16-21(T1)
b=Y16-21(T1)
b=Y16-21(T1)
b=Y16-21(T1)
2Y16-21(B
1)
a=Y16-21(B
1)a=Y
16-21(B1)
a=Y16-21(B
1)
c=Y8-6-150
c
c=Y8-6-150
c
c=Y8-6-150
c
410
410
410
2185
600
230230
230
1416
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
FB
31(450X230)-1N
os
Y8-150
(A) 1
(A) 1
(A) 2
(A) 2
(A) 3
(A) 3
2Y16-7(T1)
b=Y16-7(T1)
b=Y16-7(T1)
b=Y16-7(T1)
2Y20-8(B
1)
a=Y20-8(B
1)
a=Y20-8(B
1)a=Y
20-8(B1)
c=Y8-9-150
c
c=Y8-9-150
c
c=Y8-9-150
c
6600
150
450
230
230230
812
(A) 1 - 1
a-a
b-b
(A) 2 - 2
a-a
b-b
(A) 3 - 3
a-a
b-b
Y8-150
(B) 1
(B) 1
(B) 2
(B) 2
(B) 3
(B) 3
2Y16(T1)
b=Y16(T1)
2Y16(B
1)
a=Y16(B
1)
c
3300
450
(B) 1 - 1
a-a
b-b
b=Y16-13(T1)
b=Y16-13(T1)
a=Y16-14(B
1)a=Y
16-14(B1)
c=Y8-12-150
c=Y8-12-150
c
c=Y8-12-150
c
(B) 2 - 2
a-a
b-b
(B) 3 - 3
a-a
b-b
ST
AIR
CA
SE
BE
AM
FB
35(450X230)-1N
os
230230
230
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
LA
DM
INIS
TR
AT
ION
LO
CA
LG
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1923, 41185
Dod
oma.
NO
TE
:N
OT
E:
13
. All d
imen
sion
s are
in m
m u
nle
ss o
therw
ise s
pe
cifie
d
PR
OJE
CT
:
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FLO
OR
BE
AM
S D
ET
AIL
S
Desig
ned b
y:
Dra
wn
by:
Checked b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1026
Sheet:
Eng. A
.M.A
Eng. A
.M.A
Eng. R
.A.M
1:1
00
DR
AW
ING
S F
OR
DIS
TR
ICT
PR
OP
OS
ED
ST
AN
DA
RD
sp
ecific
atio
n o
r eq
ua
l and a
ppro
ved m
anufa
cture
r1
2. A
ll roo
f sla
bs to
be
wate
r pro
ofe
d u
sing krysto
lsize1
1. U
se
cru
sh
ed
gra
nite
aggre
gate
s of 2
0m
m m
axim
um
the
en
gin
ee
r be
fore
an
y actio
n is ta
ken.
10
. An
y d
iscre
pa
ncy in
the
dra
win
gs sh
all b
e re
ffere
d in
9. U
se
gra
nite
ag
gre
ga
tes w
ith m
axim
um
size o
f 20m
m.
con
firmed
befo
re co
nstru
ctio
n.
, to b
e²
8. A
ssu
me
d so
il be
arin
g c
ap
acity
is 1
50
kN/m
for ro
of tru
sse
s7
. Use
we
ll se
aso
ne
d p
ressu
re im
pre
gnate
d s
oft w
ood
Min
imum
4.5
Mpa
6. F
or su
pe
rstru
ctu
re w
alls
, use ce
me
nt/s
an
d b
locks
min
imum
4.5
Mpa
5. F
or fo
un
da
tion
wa
lls, use
cem
ent /s
and b
locks
.²M
ild ste
el w
ith fyv
= 2
50
N/m
m·
.²H
igh
ten
sile
stee
l with
fy = 4
60
N/m
m· chara
cterics:
4. R
ein
forc
em
en
t sh
all c
om
ply to
BS
with
the fo
llow
ing
Sla
bs =
25
mm
· Colu
mns, S
tairs
, Be
am
s =25
mm
.· P
ad
foo
ting
s =
50m
m.
· fo
llow
s:3
. All c
on
cre
te c
ove
r to th
e re
info
rcem
ents sh
all b
e a
sP
lain
Co
ncre
te g
rade C
15
· Re
info
rce
d C
on
cre
te g
rade C
25.
· 2
. All c
on
cre
te m
ate
rials
shall co
mply to
the fo
llow
ing:
with
rele
van
t arc
hite
ctura
l dra
win
gs.
1. A
ll stru
ctu
ral d
raw
ing
s shall b
e re
ad in
conju
nctio
n
32
02
99
03
30
03
30
02
98
0
32
01
100
FG
HI
JK
LM
NG
'M
'
FG
HI
JK
LM
NG
'M
'
11
15
12
13
14
12
13
14
BE
AM
01
BE
AM
02
BE
AM
01
BEAM 03
BEAM 04
BEAM 05
BEAM 04
BEAM 03
BEAM 05
BEAM 05
BE
AM
LA
YO
UT
32
02
99
03
30
03
30
02
98
0
32
01
100
6Y
10 -2
00
- B1
12Y10 - 200 - B2 6Y
10 -2
00
- T1
13Y10 - 200-T2
12Y10 - 200 -B2
30Y
10
- 200 -T
1
6Y
10 -3
00
- T1
13Y10 - 200-T2
13Y10 - 200-B2
14Y
10 - 2
00
- B1
13Y10 - 200-T2
13Y10 - 200-T2
14Y
10 - 2
00
- T1
14Y
10 - 2
00
- T1
14Y
10 - 2
00
- T1
30Y
10
- 200 -T
1
30Y
10
- 200 -B
1
12Y10 - 200 -T2
30Y
10
- 200 -T
1
12Y10 - 200 -T2
13Y10 - 200-B2
14Y
10 - 2
00
- B1
13Y10 - 200-T2
13Y10 - 200-T2
14Y
10 - 2
00
- T1
14Y
10 - 2
00
- T1
14Y
10 - 2
00
- T1
6Y
10 -2
00
- B1
12Y10 - 200 - B2 6Y
10 -2
00
- T1
13Y10 - 200-T2
6Y
10 -3
00
- T1
13Y10 - 200-T2
FG
HI
JK
LM
NG
'M
'
FG
HI
JK
LM
NG
'M
'
11
15
12
13
14
12
13
14
FIR
ST
AN
D S
EC
ON
D F
LIG
HT
2400
X
X
14Y
10 - 2
00
- T1
30Y
10
- 200 -T
1
14Y
10 - 2
00
- B1
14Y
10 - 2
00
- B1
14Y
10 - 2
00
- T1
30Y
10
- 200 -B
1
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
LA
DM
INIS
TR
AT
ION
LO
CA
LG
OV
ER
NM
EN
T,
Gov
ernm
ent C
ity - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923, 41185
Do
do
ma
.
NO
TE
:N
OT
E:
13
. All d
imen
sion
s are
in m
m u
nle
ss o
therw
ise s
pe
cified
PR
OJE
CT
:
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FLO
OR
BE
AM
S D
ET
AIL
S
Desig
ned b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ve
d b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1027
Sheet:
Eng. A
.M.A
Eng. A
.M.A
Eng. R
.A.M
1:1
00
DR
AW
ING
S F
OR
DIS
TR
ICT
PR
OP
OS
ED
ST
AN
DA
RD
sp
ecific
atio
n o
r eq
ua
l and a
ppro
ved m
anufa
cture
r1
2. A
ll roo
f sla
bs to
be
wate
r pro
ofe
d u
sing k
rysto
lsize1
1. U
se
cru
sh
ed
gra
nite
aggre
gate
s of 2
0m
m m
axim
um
the
en
gin
ee
r be
fore
an
y actio
n is ta
ken.
10
. An
y d
iscre
pa
ncy in
the
dra
win
gs sh
all b
e re
ffere
d in
9. U
se
gra
nite
ag
gre
ga
tes w
ith m
axim
um
size o
f 20m
m.
con
firmed
befo
re co
nstru
ctio
n.
, to b
e²
8. A
ssu
me
d so
il be
arin
g c
ap
acity is
15
0kN
/mfo
r roo
f trusse
s7
. Use
we
ll se
aso
ne
d p
ressu
re im
pre
gnate
d so
ft wood
Min
imum
4.5
Mpa
6. F
or su
pe
rstru
ctu
re w
alls
, use ce
me
nt/s
an
d b
locks
min
imum
4.5
Mpa
5. F
or fo
un
da
tion
wa
lls, use
cem
ent /sa
nd b
lock
s.²
Mild
stee
l with
fyv =
25
0N
/mm
· .²
Hig
h te
nsile
stee
l with
fy = 4
60
N/m
m· chara
cterics:
4. R
ein
forc
em
en
t sh
all c
om
ply to
BS
with
the fo
llow
ing
Sla
bs =
25
mm
· Colu
mns, S
tairs
, Be
am
s =25
mm
.· P
ad
foo
ting
s =
50m
m.
· fo
llow
s:3
. All c
on
cre
te c
ove
r to th
e re
info
rcem
ents sh
all b
e a
sP
lain
Co
ncre
te g
rade C
15
· Re
info
rce
d C
on
cre
te g
rade C
25.
· 2
. All c
on
cre
te m
ate
rials
shall co
mply to
the fo
llow
ing:
with
rele
van
t arc
hite
ctura
l dra
win
gs.
1. A
ll stru
ctu
ral d
raw
ing
s shall b
e re
ad in
conju
nctio
n
450 1410
TH
IRD
FLIG
HT
SE
CO
ND
FLIG
HT
FIR
ST
FLIGH
T
1115
3295
3300
1878
1427
2985
1420
1115
3295
3300
3305
2985
1420
1115
3295
3300
3300
2990
1420
450
230
450
230
450
230
715
1025
230
450
230
230
230
230
6°
4°
4°
SE
CT
ION
A-A
2Y
20
2302
Y20
22R
8-2
00
A
A
BE
AM
01 2
30x450m
m 16R
8-2
00
16R
8-2
00
22R
8-2
00
2Y
20
2Y
20
2Y
20
2Y
20
11
15
32
02
990
33
00
33
00
29
80
32
01
100
2Y
20
2Y
20
2Y
20
2Y
20
Y8-[200]
450
200
15R
8-2
00
A A
BE
AM
02 230x450mm
16R
8-2
00
16R
8-2
00
15R
8-2
00
29
80
33
00
33
00
29
80
2Y
20
2Y
20
2Y
20
2Y
20
2Y
20
2Y
20
2Y
20
2Y
20
SE
CT
ION
A-A
2Y
20
2302
Y20
Y8-[200]
450
200
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
LA
DM
INIS
TR
AT
ION
LO
CA
LG
OV
ER
NM
EN
T,
Go
vern
men
t City
- Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1
923, 41185D
odo
ma.
6X
2Y
10-2
00T
&B
Y1
0-3
00
4Y
10-3
00S
EC
TIO
N X
-X
12
R8
-20
0
A
A2Y
20
2Y
20
BE
AM
03 (230x450mm
)-8Nos
SE
CT
ION
A-A
2Y
20
230
2Y
20
Y8-[200]
SE
CT
ION
B-B
2Y
20
230
2Y
20
7R
8-2
00
B
B2Y
20
2Y
20
BE
AM
05 ( 230x450mm
) - 10Nos
SE
CT
ION
A-A
2Y
20
230
2Y
20
15
R8
-20
0
B
B2Y
20
2Y
20
BE
AM
04 (230x450mm
)
Y8-[200]
Y8-[200]
450
200
450
200
450
200
12
00
24
00
24
00
900200
10
0
12
00
NO
TE
:N
OT
E:
13. A
ll dim
ensio
ns a
re in
mm
unle
ss o
therw
ise sp
ecifie
d
PR
OJE
CT
:
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
FIR
ST
FLO
OR
BE
AM
S D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn
by:
Checke
d b
y:
Appro
ved b
y:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1028
Sheet:
Eng. A
.M.A
Eng. A
.M.A
Eng. R
.A.M
1:1
00
DR
AW
ING
S F
OR
DIS
TR
ICT
PR
OP
OS
ED
ST
AN
DA
RD
specific
atio
n o
r equal a
nd a
ppro
ved m
anufa
cture
r12. A
ll roof s
labs to
be w
ate
r pro
ofe
d u
sing krysto
lsize11. U
se c
rushed g
ranite
aggre
gate
s o
f 20m
m m
axim
um
the e
ng
ineer b
efo
re a
ny a
ctio
n is
take
n.
10. A
ny d
iscre
pancy in
the d
raw
ings s
hall b
e re
ffere
d in
9. U
se g
ranite
aggre
gate
s w
ith m
axim
um
size
of 2
0m
m.
confirm
ed b
efo
re c
onstru
ction.
, to b
e²
8. A
ssum
ed s
oil b
earin
g c
apacity is 1
50kN
/mfo
r roof tru
sse
s7. U
se w
ell se
asoned p
ressu
re im
pre
gnate
d so
ft wood
Min
imum
4.5
Mpa
6. F
or s
upers
tructu
re w
alls
, use c
em
ent/sa
nd b
locks
min
imum
4.5
Mpa
5. F
or fo
unda
tion w
alls
, use c
em
ent /s
and b
locks
.²M
ild s
teel w
ith fy
v =
250N
/mm
· .²
Hig
h te
nsile
ste
el w
ith fy
= 4
60N
/mm
· ch
ara
cte
rics:
4. R
ein
forc
em
ent s
hall c
om
ply
to B
S w
ith th
e fo
llow
ing
Sla
bs =
25m
m· C
olu
mns, S
tairs
, Bea
ms =
25m
m.
· Pad fo
otin
gs =
50m
m.
· fo
llow
s:3. A
ll concre
te c
over to
the re
info
rcem
ents sh
all b
e a
sP
lain
Concre
te g
rade C
15
· Rein
forc
ed C
oncre
te g
rade C
25.
· 2. A
ll concre
te m
ate
rials
shall c
om
ply
to th
e fo
llow
ing:
with
rele
vant a
rchite
ctu
ral d
raw
ings.
1. A
ll stru
ctu
ral d
raw
ings s
hall b
e re
ad in
conju
nctio
n
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
LA
DM
INIS
TR
AT
ION
LO
CA
LG
OV
ER
NM
EN
T,
Go
vern
men
t City
- Mtu
mb
aT
AM
ISE
MI S
treet, P.O
.Box 1
923, 41185
Do
do
ma
.
AA
BB
CC
DD
EE
FF
GG
HH
II
JJ
KK
LL
MM
NN
OO
PP
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 1516 16
17 17
18 18
19 19
D1
D1
E1
E1
7a 7a
13a
13a
H1
H1
K1
K1
1B1 230x450
1B2 230x450
1B3 230x450
1B4 230x450
1B5 230x450 1B6 230x450 1B7 230x450 1B8 230x450
1B9 230x450
1B10 230x450
1B11 230x450
1B12 230x450 1B13 230x450 1B14 230x450 1B15 230x450 1B16 230x450
1B17 230x450
1B18 230x450
1B19 230x450
1B20 230x450
1B21 230x450 1B22 230x450 1B23 230x450 1B24 230x450
1B25 230x450
1B26 230x450
1B27 230x450
1B28 230x450 1B29 230x450 1B30 230x450 1B31 230x450 1B32 230x450
1B33 230x450
1B34 230x450
1B35 230x450
1B36 230x450 1B37 230x450 1B38 230x450
1B39 230x450
1B40 230x450
1B41 230x450
1B42 230x450 1B43 230x450 1B44 230x450 1B45 230x450
1B46 230x450
1B47 230x450
1B56 230x450
1B57 230x450
1B58 230x450
1B59 230x450 1B60 230x450 1B61 230x450
1B62 230x450
1B63 230x450
1B64 230x450 1B65 230x450
1B66 230x450
1B67 230x450
1B68 230x450
1B70 230x450
1B71 230x450
1B74 230x450
1B75 230x450
1B76 230x450
1B77 230x450
1B80 230x450
1B81 230x450 1B82 230x450 1B83 230x450
1B84 230x450
1B85 230x450
1B86 230x750 1B87 230x750
1B91 230x750 1B92 230x750
1B93 230x450
1B96 230x450 1B97 230x450 1B98 230x450 1B99 230x450
1B100 230x450
1B101 230x450
1B102 230x450
1B103 230x450
1B104 230x450
1B105 230x450
1B106 230x450 1B107 230x450 1B108 230x450
1B109 230x450
1B110 230x450
1B111 230x450
1B112 230x450
1B113 230x450
1B114 230x450
1B116 230x450 1B117 230x450
1B118 230x450
1B119 230x450
1B120 230x450
1B121 230x450
1B122 230x450
1B123 230x450
1B124 230x450
1B125 230x450
1B126 230x450
1B127 230x450
1B128 230x450
1B129 230x450
1B130 230x450
1B131 230x450 1B132 230x450 1B133 230x450 1B134 230x450
1B135 230x450
1B136 230x450
1B137 230x450
1B138 230x450 1B139 230x450 1B156 230x450
1B157 230x450
1B158 230x450
1B159 230x450
1B160 230x450
1B161 230x450 1B162 230x450 1B163 230x450
1B164 230x450
1B165 230x450
1B166 230x450
1B167 230x450
1B168 230x450
1B169 230x450
1B170 230x450
1B171 230x450
1B172 230x450
1B173 230x450
1B174 230x450
1B175 230x450
1B176 230x450
1B177 230x450
1B178 230x450
1B181 230x450 1B182 230x450
1B183 230x450
1B184 230x450
1B185 230x450 1B186 230x450
1B187 230x450
1B188 230x450
1B189 230x450
1B190 230x450
1B191 230x450
1B192 230x450
1B193 230x450
1B194 230x450
1B195 230x450
1B196 230x450
1B197 230x450
1B198 230x450
1B199 230x450
1B200 230x450
1B201 230x450
1B202 230x450
1B203 230x450
1B204 230x450
1B205 230x450
1B206 230x450
1B207 230x450
1B208 230x450
1B209 230x450
1B210 230x450
1B211 230x450 1B212 230x450 1B213 230x450
1B214 230x450
1B215 230x450
1B216 230x450
1B217 230x450
1B218 230x450
1B219 230x450
1B220 230x450
1B221 230x450
1B222 230x450
1B223 230x450
1B224 230x450
1B225 230x450
1B226 230x450
1B227 230x450
1B228 230x450
1B229 230x450
1B230 230x450
1B231 230x450
1B232 230x450
1B233 230x450
1B234 230x450
1B235 230x450
1B237 230x450
1B238 230x450
1B239 230x450
1B240 230x450
1B241 230x450
1B243 230x450
1B244 230x450
1B245 230x450
1B246 230x450
1B247 230x450
1B248 230x450
1B249 230x450
1B250 230x450
1B251 230x450
1B252 230x450
1B253 230x450
1B254 230x450
1B255 230x450
1B257 230x450
1B258 230x450
1B259 230x450
1B260 230x450
1B261 230x450
1B268 230x450
1B269 230x750
1B270 230x1040
1B271 230x450
1B281 230x450
1B275 230x450
1B273 230x450
1B274 230x450
1B282 230x450
1B283 230x450
1B278 230x450
1B277 230x450
1B276 230x450
1B279 230x450 1B280 230x450
1B284 230x450
1B285 230x450
1B286 230x450
1B287 230x450
1B288 230x450
1B289 230x450
1B290 230x450
1B291 230x450
1B292 230x450
1B293 230x450 1B294 230x450 1B295 230x450 1B296 230x450
1B297 230x450 1B298 230x450 1B299 230x450 1B300 230x450
1B301 230x450
1B302 230x450
1B303 230x450
1B304 230x450
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C2
C2
C2
1C86 (230x230)
C2
C2
C2
C2
C2
C2
C2
C2
C2
C3
C1
C2C
1C
1
C2C2
C1
C2
C2
C2
1C144 (230x230)
C2
C2
C2
1C157 (230x230)
C5
C1
C2
C2
C4
C1
C5
C2
C2
1C191 (230x230)
C2
1C193 (230x230)
1C194 (230x230)
1C195 (230x230)
1C196 (230x230)
C2
C2
C2
H:150
Y12-1-250(B1)
L=1350
300
1030
Y12-2-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
L=1350
1030
300
Y12-2-250(T1)
Y12-1-250(B1)
L=1350
300
1030
Y12-2-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
L=1350
1030
300
Y12-2-250(T1)
Y12-1-250(B1)
L=1350
300
1030
Y12-2-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
L=1350
1030
300
Y12-2-250(T1)
Y12-1-250(B1)
L=1350
300
1030
Y12-2-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-4-250(B1)
L=2050
L=1100
760
300
Y12-6-250(T
1)
Y12-1-250(B2)
L=1350
300
1030
Y12-2-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-4-250(B1)
L=2050
L=1100
760
300
Y12-6-250(T1)
Y12-1-250(B2)
L=1050
Y12-7-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1600
1300
300
Y12-8-250(T1)
Y12-1-250(B2)
L=1050
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B
2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1600
1300
300
Y12-8-250(T1)
Y12-1-250(B2)
L=1050
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1600
1300
300
Y12-8-250(T1)
Y12-4-250(B1)
L=1100
300
760Y12-6-250(T1)
Y12-1-250(B1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
L=1350
1030
300
Y12-2-250(T1)
Y12-1-250(B1)
L=1050
Y12-7-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B
1)
L=2450
Y12-3-250(T1)
L=1600
1300
300
Y12-8-250(T
1)
Y12-9-225(B2)
L=1850
Y12-10-250(T1)
L=2400
Y12-4-250(T1)
L=6800
Y12-9-250(B2)
L=1850
Y12-10-250(T1)
L=2400
Y12-4-250(T1)
Y12-4-250(B1)
L=750
Y12-11-250(T1)
L=950
Y12-12-250(T1)
Y12-4-250(B
1)
L=750
Y12-11-250(T1)
L=950
Y12-12-250(T1)
Y12-1-250(B2)
L=1050
Y12-7-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1300Y12-13-250(T1)
Y12-1-250(B1)
L=1050
Y12-7-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
L=1300Y12-13-250(T1)
Y12-1-250(B2)
L=1050
Y12-7-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1300Y12-13-250(T1)
Y12-1-250(B2)
L=1050
Y12-7-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1300Y12-13-250(T1)
Y12-1-250(B1)
L=1050
Y12-7-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
L=1300Y12-13-250(T1)
Y12-1-250(B2)
L=1050
Y12-7-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-9-250(B2)
L=3500Y12-14-250(T1)
Y12-1-250(B2)
L=3500
Y12-14-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1300Y12-13-250(T1)
Y12-1-250(B2)
L=1050
Y12-7-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1600
1300
300
Y12-8-250(T1)
Y12-1-250(B1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
L=1600
1300
300
Y12-8-250(T1)
Y12-1-250(B2)
L=1050
Y12-7-250(T1)
L=1600
1300
300
Y12-8-250(T1)
Y12-1-250(B2)
L=1350
300
1030Y12-2-250(T1)
L=1050
Y12-7-250(T1)
L=3500
Y12-1-250(B1)
L=2450
Y12-3-250(T1)
Y12-15-250(B
1)
L=2200
Y12-16-250(T1)
L=2250
Y12-17-250(B1)
L=1750
Y12-18-250(T1)
Y12-1-250(B1)
L=2000Y12-19-250(T1)
Y12-1-250(B1)
L=2450
300
Y12-8-250(T1)
Y12-4-250(B1)
L=750
Y12-11-250(T1)
L=1250
930
300
Y12-20-250(T1)
Y12-1-250(B2)
L=1050
Y12-7-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
Y12-1-250(B2)
L=2450
Y12-3-250(T1)
L=1600
1300
300
Y12-8-250(T1)
Y12-21-250(B
2)
L =1400
Y12-22-250(T1)
Y12-23-250(B
1)
L =2650
Y12-24-250(T1)
Y12-23-250(B
1)
L =1850
Y12-25-250(T1)
Y12-21-250(B
2)
L =2650 Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L =1400
Y12-22-250(T1)
Y12-23-250(B
1)
L =2650 Y12-24-250(T1)
Y12-23-250(B
1)
L =1850
Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
300
Y12-26-250(T1)
Y12-21-250(B
2)
L =1400Y12-22-250(T1)
Y12-23-250(B
1)
L =2650 Y12-24-250(T1)
Y12-23-250(B
1)
L =1850 Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-23-250(B
1)
Y12-27-250(T1)
Y12-28-250(B
2)
L =2600 Y12-29-250(T1)
Y12-23-250(B
1)
L =2600
Y12-29-250(T1)
Y12-23-250(B
1)
L =1850 Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-28-250(B
2)
L =1400Y12-30-250(T1)
Y12-23-250(B
1)
L =2600
Y12-29-250(T1)
Y12-23-250(B
1)
L =1850 Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =2100
300Y12-26-250(T1)
Y12-28-250(B
2)
L =1400
Y12-30-250(T1)
Y12-23-250(B
1)
L =2600 Y12-29-250(T1)
Y12-23-250(B
1)
L =1850 Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =21001 790
300
Y12-26-250(T1)
Y12-23-250(B
1)
Y12-29-250(T1)
L =2600
Y12-23-250(B
2)
L =1850
Y12-25-250(T1)
L =5000
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =21001 790
300
Y12-26-250(T1)
L =4900
Y12-28-250(B
2)
L =1400Y12-30-250(T1)
Y12-23-250(B
1)
L =2600
Y12-29-250(T1)
L =1300
1 000
300
Y12-31-250(T1)
Y12-32-200(B
1)
L =1450
Y12-33-125(T1)
L =2600
Y12-23-250(B
1)
L =2650
Y12-34-150(T1)
L =1900
Y12-35-250(B
1)
L =1600
Y12-36-250(T1)
L =1100
770
300
Y12-37-250(T1)
Y12-38-250(B
2)
L =950Y12-39-250(T1)L =1500
1 200
300
Y12-40-250(T1)
L =2600
Y12-23-250(B
1)
L =1150
300
810
Y12-41-250(T1)
L =1150
810
300
Y12-41-250(T1)
Y12-28-250(B
2)
L =1700
300
1 380
Y12-42-250(T1)
Y12-23-250(B
1)
L =2600Y12-29-250(T1) L =1150
810
300
Y12-41-250(T1)
Y12-28-250(B
2) 300
Y12-42-250(T1)
Y12-23-250(B
1)
Y12-29-250(T1)
Y12-23-250(B
2)
L =5000Y12-21-250(B2)
L =2650Y12-24-250(T1)
Y12-28-250(B
2)
L =1700
300
1 380Y12-42-250(T1)
Y12-23-250(B
1)
L =2600 Y12-29-250(T1)
Y12-23-250(B
1)
L =1850
Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =1750
1 410
300
Y12-44-250(T1)
Y12-28-250(B
2)
L =1700
300
1 380Y12-42-250(T1)
Y12-23-250(B
1)
L =2600
Y12-29-250(T1)
Y12-23-250(B
1)
L =1850
Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =1750
1 410
300
Y12-44-250(T1)
Y12-23-250(B
1)
L =1150
300
810 Y12-41-250(T1)
Y12-28-250(B
2)
L =2600 Y12-29-250(T1)
Y12-23-250(B
1)
L =2600
Y12-29-250(T1)
Y12-23-250(B
1)
L =1850
Y12-25-250(T1)
Y12-21-250(B2)
L =2650 Y12-24-250(T1)
L =1750
1 410
300
Y12-44-250(T1)
Y12-21-250(B
2)
L =1400Y12-22-250(T1)
Y12-23-250(B
1)
L =2650 Y12-24-250(T1)
Y12-23-250(B
1)
L =1850 Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L =1400
Y12-22-250(T1)
Y12-23-250(B
1)
L =2650 Y12-24-250(T1)
Y12-23-250(B
1)
L =1850 Y12-25-250(T1)
Y12-21-250(B
2)
L =2650 Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L =1400
Y12-22-250(T1)
Y12-23-250(B
1)
L =2650 Y12-24-250(T1)
Y12-23-250(B
1)
L =1850
Y12-25-250(T1)
Y12-21-250(B
2)
L =2650 Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L =1400
Y12-22-200(T1)
Y12-23-250(B
2)
L =2650
Y12-24-250(T1) L =2600
Y12-23-250(B
1)
L =1850
Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-23-250(B
1)
L =800Y12-27-250(T1)
Y12-21-250(B
2)
L =2650 Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-23-250(B
1)
L =800
Y12-27-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-23-250(B
1)
L =800
Y12-27-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
300Y12-26-250(T1)
Y12-23-250(B
1)
L =800
Y12-27-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L =1400
Y12-22-200(T1)
Y12-23-250(B
2)
Y12-24-250(T1)
Y12-23-250(B
1)
L =1850
Y12-25-250(T1)
Y12-21-250(B
2)
L =2650
Y12-24-250(T1)
L =21001 790
300
Y12-26-250(T1)
Y12-1-250(B1)
L=1350
300
1030
Y12-2-250(T1)
L=2650
Y12-45-250(B1)
L=2150
Y12-46-250(T1)
L=4600
Y12-47-250(B2)
L=2500Y12-48-250(T1)
L=1650
1310
300
Y12-49-250(T1)
Y12-45-250(B1)
L=800
Y12-50-250(T1)
L=1350
1020
300
Y12-51-250(T1)
Y12-47-200(B2)
L=1300
Y12-52-125(T1)
L=1650Y12-53-125(T1)
Y12-23-250(B
1)
L =1150
300
810 Y12-41-250(T1)
Y12-54-250(B
1)
L =1900
Y12-55-250(T1)
Y12-54-250(B
1)
L =1900 Y12-56-250(T1)
Y12-23-250(B
1)
L =1900
Y12-55-250(T1)
L =1150
810
300
Y12-32-250(B
2)
L =1750
300
1 440
Y12-57-250(T1)
Y12-32-250(B
2)
L =3500
Y12-1-250(T
1)
L =1750
1 440
300
Y12-57-250(T1)
Y12-58-250(B
2)
L =1400
300
1 060
Y12-59-250(T1)
L =1400
1 060
300
Y12-59-250(T1)
Y12-47-250(B2)
L=1650
300
1310
Y12-49-250(T1)
L=2650
Y12-45-250(B1)
L=2500
Y12-48-250(T1)
Y12-1-250(B1)
L=2150
Y12-46-250(T1)
Y12-2-250(T1)
Y12-47-250(B2)
L=1650
300
1310
Y12-49-250(T1)
L=1650
1310
300
Y12-49-250(T1)
Y12-47-250(B2)
L=1650
300
1310
Y12-49-250(T1)
L=2650
Y12-45-250(B1)
L=2500
Y12-48-250(T1)
L=1150
820
300
Y12-60-250(T1)
Y12-47-250(B2)
L=1650
300
1310
Y12-49-250(T1)
L=1300
Y12-52-250(T1)
Y12-23-250(B1)
L =1150
300
810
Y12-41-250(T1)
Y12-54-250(B
1)
L =1900
Y12-55-250(T1)
Y12-54-250(B1)
L =1900 Y12-56-250(T1)
Y12-23-250(B
1)
L =1900
Y12-55-250(T1)
L =800
L =5100
Y12-32-250(B
2)
L =1750
300
1 440
Y12-57-250(T1)
Y12-32-250(B
2)
L =3500
Y12-1-200(T
1)
L =1450
Y12-58-250(B
2)
L =1400
300
1 060 Y12-59-250(T1)
L =1050
+3.90 +3.90+3.90
+3.90 +3.90
+3.60
+3.60
+3.60
+3.60
+3.60
+3.60
+3.89
+3.89
4565
4565
810
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C2
C2
C2
C2
C2
C2
C2
C3
C3
C3
C4
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C1
C1
C2
C1
C1
C1
C1
C1
C1
C2
C2
C2
300
C2
C2
C2
C1
C2
C1
Y12-28-250(B
2)
L=1600
1300Y12-8-250(T1)
Y12-1-250(B1)
Y12-28-250(B
2)Y12-42-250(T1)
Y12-28-250(B
2)
Y12-2-250(T1)
L=1600
1300Y12-8-250(T1)
Y12-2-250(T1)
L=1350
1030
Y12-2-250(T1)
L=1350
1030
Y12-2-250(T1)
Y12-41-250(T1)
L=1350
1030
Y12-2-250(T1)
L=1350
1030
Y12-2-250(T1)
Y12-57-250(T1)
Y12-59-250(T1)
Y12-8-250(T1)
C2
C2
C2
C2
C2C
2C
2
4800 2400 1800 3000 2400 1200 1200 4800 0 2400 2515 1500 1015 2400 255 4800 2400 2400 4800
3300
3300
3300
255
1115
3300
1270
3300
3300
3300
255
3300
3300
3300
4800 2400 1800 3000 2400 1200 4800
255
2400 2515 1500 1015 2400
255
4800 2400 2400 4800
3300
3300
3300
3300
320
2980
2030
2540
2030
2980
320
3300
255
3300
3300
3300
ST
AIR
CA
SE
TY
PE
2
ST
AIR
CA
SE
TY
PE
1S
TA
IRC
AS
E T
YP
E 1
R A
M P
21852030
1200
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
1S
T F
LO
OR
SL
AB
RE
INF
OR
CE
ME
NT
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1029
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
AA
BB
CC
DD
EE
FF
GG
HH
12
34
56
78
910
1112
1314
151617
1819
D1
D1
E1
E1
7a13a
1B1 230x450
1B2 230x450
1B3 230x450
1B4 230x450
1B5 230x450 1B6 230x450 1B7 230x450 1B8 230x450
1B9 230x450
1B10 230x450
1B11 230x450
1B12 230x450 1B13 230x450 1B14 230x450 1B15 230x450 1B16 230x450
1B17 230x450
1B18 230x450
1B19 230x450
1B20 230x450
1B21 230x450 1B22 230x450 1B23 230x450 1B24 230x450
1B25 230x450
1B26 230x450
1B27 230x450
1B28 230x450 1B29 230x450 1B30 230x450 1B31 230x450 1B32 230x450
1B70 230x450
1B71 230x450
1B74 230x450
1B75 230x450
1B76 230x450
1B77 230x450
1B80 230x450
1B81 230x450 1B82 230x450 1B83 230x450
1B84 230x450
1B85 230x450
1B86 230x750 1B87 230x750
1B91 230x750 1B92 230x750
1B93 230x450
1B96 230x450 1B97 230x450 1B98 230x450 1B99 230x450
1B187 230x450
1B188 230x450
1B189 230x450
1B190 230x450
1B191 230x450
1B192 230x450
1B193 230x450
1B194 230x450
1B195 230x450
1B196 230x450
1B197 230x450
1B198 230x450
1B199 230x450
1B200 230x450
1B201 230x450
1B202 230x450
1B203 230x450
1B204 230x450
1B205 230x450
1B206 230x450
1B207 230x450
1B208 230x450
1B209 230x450
1B210 230x450
1B211 230x450 1B212 230x450 1B213 230x450
1B214 230x450
1B215 230x450
1B216 230x450
1B217 230x450
1B218 230x450
1B219 230x450
1B220 230x450
1B221 230x450
1B222 230x450
1B223 230x450
1B224 230x450
1B226 230x450
1B227 230x450
1B228 230x450
1B229 230x450
1B230 230x450
1B231 230x450
1B232 230x450
1B233 230x450
1B234 230x450
1B235 230x450
1B237 230x450
1B238 230x450
1B239 230x450
1B245 230x450
1B246 230x450
1B247 230x450
1B248 230x450
1B249 230x450
1B250 230x450
1B251 230x450
1B252 230x450
1B253 230x450
1B258 230x450
1B259 230x450
1B260 230x450
1B268 230x450
1B269 230x750
1B270 230x1040
1B271 230x450
C1
C1
C1
C1
C1
C1
C1
C2
C2
1C144 (230x230)
C2
C2
C2
C5
C1
C2
C2
C5
C2
H:150
Y12-1-250(B1)
L=10
50
Y12-7-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
L=16
00
1300
300
Y12-8-250(T1)
Y12-9-225(B2)
L=18
50
Y12-10-250(T1)
L=24
00
Y12-4-250(T1)
L=68
00
Y12-9-250(B2)
L=18
50
Y12-10-250(T1)
L=24
00
Y12-4-250(T1)
Y12-4-250(B1)
L=750
Y12-11-250(T1)
L=950
Y12-12-250(T1)
Y12-4-250(B1)
L=750
Y12-11-250(T1)
L=950
Y12-12-250(T1)
Y12-1-250(B2)
L=10
50
Y12-7-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=13
00
Y12-13-250(T1)
Y12-1-250(B1)
L=10
50
Y12-7-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)L=
1300
Y12-13-250(T1)
Y12-1-250(B2)
L=10
50
Y12-7-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=13
00
Y12-13-250(T1)
Y12-1-250(B2)
L=10
50
Y12-7-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=13
00
Y12-13-250(T1)
Y12-1-250(B1)
L=10
50
Y12-7-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
L=13
00
Y12-13-250(T1)
Y12-1-250(B2)
L=10
50
Y12-7-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-9-250(B2)
L=35
00Y12-14-250(T1)
Y12-1-250(B2)
L=35
00
Y12-14-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=13
00
Y12-13-250(T1)
Y12-1-250(B2)
L=10
50
Y12-7-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=16
00
1300
300
Y12-8-250(T1)
Y12-1-250(B1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
L=16
00
1300
300
Y12-8-250(T1)
Y12-1-250(B2)
L=10
50
Y12-7-250(T1)
L=16
00
1300
300
Y12-8-250(T1)
Y12-1-250(B2)
L=13
50
300
1030Y12-2-250(T1)
L=10
50
Y12-7-250(T1)
L=35
00
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-15-250(B
1)
L=22
00
Y12-16-250(T1)
L=22
50
Y12-17-250(B1)
L=17
50
Y12-18-250(T1)
Y12-1-250(B1)
L=20
00Y12-19-250(T1)
Y12-1-250(B1)
L=24
50
300
Y12-8-250(T1)
Y12-23-250(B
1)
Y12-27-250(T
1)
Y12-28-250(B
2)
L=2600 Y12-29-250(T
1)
Y12-23-250(B
1)
L=2600
Y12-29-250(T
1)
Y12-23-250(B
1)
L=1850 Y12-25-250(T
1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T
1)
L=2100
300
Y12-26-250(T
1)
Y12-28-250(B
2)
L=1400Y12-30-250(T
1)
Y12-23-250(B
1)
L=2600
Y12-29-250(T
1)
Y12-23-250(B
1)
L=1850 Y12-25-250(T
1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T
1)
L=2100
300Y12-26-250(T
1)
Y12-28-250(B
2)
L=1400
Y12-30-250(T
1)
Y12-23-250(B
1)
L=2600
Y12-29-250(T
1)
Y12-23-250(B
1)
L=1850 Y12-25-250(T
1)
Y12-21-250(B
2)L=2650
Y12-24-250(T
1)
L=21001790
300
Y12-26-250(T
1)
Y12-23-250(B
1)
Y12-29-250(T
1)
L=2600
Y12-23-250(B
2)
L=1850Y
12-25-250(T1)
L=5000
Y12-21-250(B
2)
L=2650
Y12-24-250(T
1)
L=21001790
300
Y12-26-250(T
1)
L=4900
Y12-28-250(B
2)
L=1400Y12-30-250(T
1)
Y12-23-250(B
1)
L=2600
Y12-29-250(T
1)
L=1300
1000
300
Y12-31-250(T
1)
Y1 2-32- 200(B
1)
L=1450
Y12-33-125(T
1)
L=2600
Y12-23-250(B
1)
L=2650
Y12-34-150(T
1)
L=1900
Y12-35-250(B
1)
L=1600
Y12-36-250(T
1)
L=1100
770
300
Y12-37-250(T
1)
Y12-38-250(B
2)
L=950Y12-39-250(T1)L=1500
1200
300
Y12-40-250(T
1)
L=2600
Y12-23-250(B
1)
L=1150
300
810
Y12-41-250(T
1)
L=1150
810
300
Y12-41-250(T
1)
Y12-28-250(B
2)
L=1700
300
1380
Y12-42-250(T
1)
Y12-23-250(B
1)
L=2600Y12-29-250(T1) L=1150
810
300
Y12-41-250(T
1)
300
Y12-42-250(T
1)
Y12-23-250(B
1)
Y12-29-250(T
1)
Y12-23-250(B
2)
L=5000
Y12-21-250(B
2)
L=2650 Y12-24-250(T1)
Y12-28-250(B
2)
L=1700
300
1380Y12-42-250(T
1)
Y12-23-250(B
1)
L=2600 Y12-29-250(T
1)
Y12-23-250(B
1)
L=1850
Y12-25-250(T
1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T
1)
L=1750
1410
300
Y12-44-250(T
1)
Y12-28-250(B
2)
L=1700
300
1380Y12-42-250(T
1)
Y12-23-250(B
1)
L=2600
Y12-29-250(T
1)
Y12-23-250(B
1)
L=1850
Y12-25-250(T
1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T
1)
L=1750
1410
300
Y12-44-250(T
1)
Y12-23-250(B
1)
L=1150
300
810 Y12-41-250(T1)
Y12-28-250(B
2)
L=2600 Y12-29-250(T
1)
Y12-23-250(B
1)
L=2600
Y12-29-250(T
1)
Y12-23-250(B
1)
L=1850
Y12-25-250(T
1)
Y12-21-250(B
2)
L=2650 Y12-24-250(T
1)
L=1750
1410
300
Y12-44-250(T1)
300
+3.90
+3.90 +3.90
+3.60
+3.60
+3.89
4565
4565
810
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C1
C1
C1
C1
C1
C1
C2
C2
C2
C1
Y12-28-250(B
2)
L=16
00
1300Y12-8-250(T1)
Y12-1-250(B1)
Y12-42-250(T
1)
Y12-28-250(B
2)
C2
C2
12
34
56
78
910
1112
1314
151617
1819
7a13a
4800 2400 4800 2400 2400 4800 255
4800 2400 1800 3000 2400 2400 4800
255
3300
3300
3300
255
3300
3300
2030
2540
2030
3300
3300
255
3300
3300
3300
3300
3300
3300
255
1115
3300
3300
3300
3300
3300
255
3300
3300
3300
2185
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1030
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
1S
T F
LO
OR
SL
AB
RE
INF
OR
CE
ME
NT
SD
ET
AIL
S (F
ron
t Win
g)
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
LL
MM
NN
OO
PP
12
34
56
78
910
1112
1314
151617
1819
7a13a
1B33 230x450
1B34 230x450
1B35 230x450
1B36 230x450 1B37 230x450 1B38 230x450
1B39 230x450
1B40 230x450
1B41 230x450
1B42 230x450 1B43 230x450 1B44 230x450 1B45 230x450
1B100 230x450
1B101 230x450
1B102 230x450
1B103 230x450
1B104 230x450
1B105 230x450
1B106 230x450 1B107 230x450 1B108 230x450
1B109 230x450
1B110 230x450
1B111 230x450
1B112 230x450
1B113 230x450
1B114 230x450
1B116 230x450 1B117 230x450
1B118 230x450
1B119 230x450
1B120 230x450
1B121 230x450
1B122 230x450
1B123 230x450
1B124 230x450
1B125 230x450
1B126 230x450
1B127 230x450
1B128 230x450
1B129 230x450
1B130 230x450
1B131 230x450 1B132 230x450 1B133 230x450 1B134 230x450
1B135 230x450
1B136 230x450
1B137 230x450
1B138 230x450 1B139 230x450 1B156 230x450
1B157 230x450
1B158 230x450
1B159 230x450
1B160 230x450
1B161 230x450 1B162 230x450 1B163 230x450
1B164 230x450
1B165 230x450
1B166 230x450
1B167 230x450
1B168 230x450
1B169 230x450
1B170 230x450
1B171 230x450
1B172 230x450
1B173 230x450
1B174 230x450
1B175 230x450
1B176 230x450
1B177 230x450
1B178 230x450
1B240 230x450
1B241 230x450
1B243 230x450
1B244 230x450
1B254 230x450
1B255 230x450
1B257 230x450
1B261 230x450
1B284 230x450
1B285 230x450
1B286 230x450
1B287 230x450
1B288 230x450
1B289 230x450
1B290 230x450
1B291 230x450
1B292 230x450
1B293 230x450 1B294 230x450 1B295 230x450 1B296 230x450
1B297 230x450 1B298 230x450 1B299 230x450 1B300 230x450
C1
C1
C1
C1
C1
C2
C2
C2
C2
C2
C2
C2
C2
C2
C1
C2
C2
C2
Y12-1-250(B1)
L=13
50
300
1030
Y12-2-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
L=13
50
1030
300
Y12-2-250(T1)
Y12-1-250(B1)
L=13
50
300
1030
Y12-2-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
L=13
50
1030
300
Y12-2-250(T1)
Y12-1-250(B1)
L=13
50
300
1030
Y12-2-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
L=13
50
1030
300
Y12-2-250(T1)
Y12-1-250(B1)
L=13
50
300
1030
Y12-2-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-4-250(B1)
L=20
50
L=11
00
760
300
Y12-6-250(T1)
Y12-1-250(B2)
L=13
50
300
1030
Y12-2-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-4-250(B1)
L=20
50
L=11
00
760
300
Y12-6-250(T1)
Y12-1-250(B2)
L=10
50
Y12-7-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=16
00
1300
300
Y12-8-250(T1)
Y12-1-250(B2)
L=10
50
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=16
00
1300
300
Y12-8-250(T1)
Y12-1-250(B2)
L=10
50
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=16
00
1300
300
Y12-8-250(T1)
Y12-4-250(B1)
L=11
00
300
760Y12-6-250(T1)
Y12-1-250(B1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
Y12-1-250(B1)
L=24
50
Y12-3-250(T1)
L=13
50
1030
300
Y12-2-250(T1)
Y12-4-250(B1)
L=750
Y12-11-250(T1)
L=12
50
930
300
Y12-20-250(T1)
Y12-1-250(B2)
L=10
50
Y12-7-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
Y12-1-250(B2)
L=24
50
Y12-3-250(T1)
L=16
00
1300
300
Y12-8-250(T1)
Y12-21-250(B
2)
L=1400
Y12-22-250(T1)
Y12-23-250(B
1)
L=2650
Y12-24-250(T1)
Y12-23-250(B
1)
L=1850
Y12-25-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L=1400
Y12-22-250(T1)
Y12-23-250(B
1)
L=2650 Y12-24-250(T1)
Y12-23-250(B
1)
L=1850
Y12-25-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
300
Y12-26-250(T1)
Y12-21-250(B
2)
L=1400Y12-22-250(T1)
Y12-23-250(B
1)
L=2650 Y12-24-250(T1)
Y12-23-250(B
1)
L=1850 Y12-25-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L=1400Y12-22-250(T1)
Y12-23-250(B
1)
L=2650
Y12-24-250(T1)
Y12-23-250(B
1)
L=1850 Y12-25-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L=1400
Y12-22-250(T1)
Y12-23-250(B
1)
L=2650
Y12-24-250(T1)
Y12-23-250(B
1)
L=1850 Y12-25-250(T1)
Y12-21-250(B
2)
L=2650 Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L=1400
Y12-22-250(T1)
Y12-23-250(B
1)
L=2650 Y12-24-250(T1)
Y12-23-250(B
1)
L=1850
Y12-25-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L=1400
Y12-22-200(T1)
Y12-23-250(B
2)
L=2650
Y12-24-250(T1) L=2600
Y12-23-250(B
1)
L=1850
Y12-25-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-23-250(B
1)
L=800Y12-27-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-23-250(B
1)
L=800
Y12-27-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-23-250(B
1)
L=800
Y12-27-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
300Y12-26-250(T1)
Y12-23-250(B
1)
L=800
Y12-27-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=2100
300
Y12-26-250(T1)
Y12-21-250(B
2)
L=1400
Y12-22-200(T1)
Y12-23-250(B
2)
Y12-24-250(T1)
Y12-23-250(B
1)
L=1850
Y12-25-250(T1)
Y12-21-250(B
2)
L=2650
Y12-24-250(T1)
L=21001790
300
Y12-26-250(T1)
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
300
C2
C2
Y12-2-250(T1)
L=16
00
1300Y12-8-250(T1)
Y12-2-250(T1)
L=13
50
1030
Y12-2-250(T1)
L=13
50
1030
Y12-2-250(T1)
L=13
50
1030
Y12-2-250(T1)
L=13
50
1030
Y12-2-250(T1) Y12-8-250(T1)
C2
C2
C2C
2C
2
II
JJ
KK
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 1516 16
17 17
7a 7a
13a
13a
H1
H1
K1
K1
1B46 230x450
1B47 230x450
1B56 230x450
1B57 230x450
1B58 230x450
1B59 230x450 1B60 230x450 1B61 230x450
1B62 230x450
1B63 230x450
1B64 230x450 1B65 230x450
1B66 230x450
1B67 230x450
1B68 230x450
1B181 230x450 1B182 230x450
1B183 230x450
1B184 230x450
1B185 230x450 1B186 230x450
1B281 230x450
1B275 230x450
1B273 230x450
1B274 230x450
1B282 230x450
1B283 230x450
1B278 230x450
1B277 230x450
1B276 230x450
1B279 230x450 1B280 230x450
1B301 230x450
1B302 230x450
1B303 230x450
1B304 230x450
C2
C2
C2
C2
C3
C1
C1
C1
C2C2
C1
C4
C1
C2
C2
C2
C2
C2
Y12-1-250(B1)
L=13
50
300
1030
Y12-2-250(T1)
L=26
50
Y12-45-250(B1)
L=21
50
Y12-46-250(T1)
L=46
00
Y12-47-250(B2)
L=25
00Y12-48-250(T1)
L=16
50
1310
300
Y12-49-250(T1)
Y12-45-250(B1)
L=800
Y12-50-250(T1)
L=13
50
1020
300
Y12-51-250(T1)
Y12-47-200(B2)
L=13
00
Y12-52-125(T1)
L=16
50Y12-53-125(T1)
Y12-23-250(B
1)
L=1150
300
810
Y12-41-250(T1)
Y12-54-250(B
1)
L=1900
Y12-55-250(T1)
Y12-54-250(B
1)
L=1900 Y12-56-250(T1)
Y12-23-250(B
1)
L=1900
Y12-55-250(T1)
L=1150
810
300
Y12-32-250(B
2)
L=1750
300
1440
Y12-57-250(T1)
Y12-32-250(B
2)
L=3500
Y12-1-250(T1)
L=1750
1440
300
Y12-57-250(T1)
Y12-58-250(B
2)
L=1400
300
1060
Y12-59-250(T1)
L=1400
1060
300
Y12-59-250(T1)
Y12-47-250(B2)
L=16
50
1310
Y12-49-250(T1)
L=26
50
Y12-45-250(B1)
L=25
00
Y12-48-250(T1)
Y12-1-250(B1)
L=21
50Y12-46-250(T1)
Y12-2-250(T1)
Y12-47-250(B2)
L=16
50
300
1310
Y12-49-250(T1)
L=16
50
1310
300
Y12-49-250(T1)
Y12-47-250(B2)
L=16
50
300
1310
Y12-49-250(T1)
L=26
50
Y12-45-250(B1)
L=25
00
Y12-48-250(T1)
Y12-60-250(T1)
Y12-47-250(B2)
L=16
50
300
1310
Y12-49-250(T1)L=
1300
Y12-52-250(T1)
Y12-23-250(B1)
L=1150
300
810
Y12-41-250(T1)
Y12-54-250(B
1)L=1900
Y12-55-250(T1)
Y12-54-250(B1)
L=1900 Y12-56-250(T1)
Y12-23-250(B
1)
L=1900
Y12-55-250(T1)
L=800
L=5100
Y12-32-250(B
2)
L=1750
300
1440
Y12-57-250(T1)
Y12-32-250(B
2)
L=3500
Y12-1-200(T1)
L=1450
Y12-58-250(B
2)
L=1400
300
1060Y12-59-250(T1)
L=1050
C2
C2
C3
C3
C3
C4
C2
C2
C2C1
C2
C1
Y12-41-250(T1)
Y12-57-250(T1)
Y12-59-250(T1)
HH
C1
33
00
33
00
33
00
25
533
00
33
00
33
00
33
00
33
00
33
00
25
533
00
33
00
33
00
12
1819
33
00
33
00
33
00
21
85
44
15
33
00
33
00
44
15
21
85
25
5
33
00
33
00
33
00
25
5
480024002400480025524001015150025152400
4800240024004800
255
24001015150025152400
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1031
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
1S
T F
LO
OR
SL
AB
RE
INF
OR
CE
ME
NT
SD
ET
AIL
S (R
ear W
ing
)
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
F
4800
6X
2Y
10
-200T
&B
4Y
10
-300Y8
-300
150 450
23
06
50
10
09
80
600
500150 350
RC
C G
UT
TE
R
RC
C G
UT
TE
R
RC
C G
UT
TE
R
RC
C G
UT
TE
R
2400 1800 3000 2400 1200 1200 4800 2400 2520 1500 1020 2400 4800 2400 2400 4800 750260
260
2400 1800 3000 2400 1200 1200 4800 2400 2520 1500 1020 2400 4800 2400 2400 4800 750
260260
3300
3300
3300
260
3300
3300
3300
3300
3300
3300
260
3300
3300
3300
3300
3300
3300
260
3300
3300
3300
3300
3300
3300
260
3300
3300
3300
4700
3040
12
AA
BB
CC
DD
EE
FF
GG
HH
II
JJ
KK
LL
MM
NN
OO
PP
12
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
14 14
15 1516 16
17 17
18 18
19 19
D1
D1
E1
E1
7a 7a
13a
13a
H1
H1
K1
K1
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1032
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
RIN
G B
EA
MS
LA
YO
UT
PL
AN
31Y8-18-150
8Y8-18-150
21Y8-18-150
(4) 1
(4) 1
(4) 2
(4) 2
(4) 3
(4) 32Y
20-15(T1)
b=Y20-15(T1)
2Y16-16(T1)
b=Y16-16(T1)
2Y16-17(B
1)
a=Y16-17(B
1)a=Y
16-17(B1)
a=Y16-17(B
1)
c=Y8-18-150
cc
c
2Y20-19(T1)
b=Y20-19(T1)
2Y16-20(T1)
SFB
1 (450x230)- 6Nos
HI
JK
(4) 1 - 1
a-a
b-b
(4) 2 - 2
a-a
b-b
(4) 3 - 3
a-a
b-b
2Y16-17(B
1)2Y
16-17(B1)
c=Y8-18-150
c=Y8-18-150
27Y8-18-150
13Y8-18-150
(K) 1
(K) 1
(K) 2
(K) 2
(K) 3
(K) 3
2Y16-37(T1)
b=Y16-37(T1)
b=Y16-37(T1)
2Y16-38(B
1)
a=Y16-38(B
1)a=Y
16-38(B1)
a=Y16-38(B
1)
c=Y8-18-150
cc
c
2Y20-39(T1)
b=Y20-39(T1)
2Y16-40(T1)
SFB
2 (450x230) - 6 Nos
1214
16
(K) 1 - 1
a-a
b-b
(K) 2 - 2
a-a
b-b
(K) 3 - 3
a-a
b-b
c=Y8-18-150
c=Y8-18-150
27Y8-18-150
(K) 1
(K) 1
(K) 2
(K) 2
(K) 3
(K) 3
2Y16-37(T1)
b=Y16-37(T1)
b=Y16-37(T1)
2Y16-38(B
1)
a=Y16-38(B
1)a=Y
16-38(B1)
a=Y16-38(B
1)
c=Y8-18-150
cc
c b=Y20-39(T1)
SFB
3 (450x230) - 4 Nos
121416
(K) 1 - 1
a-a
b-b
(K) 2 - 2
a-a
b-b
(K) 3 - 3
a-a
b-b
c=Y8-18-150
c=Y8-18-150
450
23
0
150
450
23
0
150
450
23
0
150
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1033
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
BE
AM
S D
ET
AIL
2N
D F
LO
OR
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
H I J K
12 12
13 13
14 14
15 15
16 16
13a
13a
H1
K1
SF
B6 450x230
SF
B6 450x230
SF
B7 450x230
SF
B7 450x230
Y12-1-250(B2)
Y12-2-250(T1)
Y12-3-250(B1)
Y12-4-250(T1)
Y12-5-250(T1)
Y12-1-250(B2)
Y12-2-250(T1)
L=1300
Y12-6-250(T1)
Y12-1-250(B2)
Y12-2-250(T1)
Y12-3-250(B1)
Y12-4-250(T1)
L=2500
Y12-5-250(T1)
Y12-1-250(B2)
Y12-2-250(T1)
Y12-6-250(T1)
Y12-7-250(B
1)
Y12-8-250(T1)
Y12-9-250(B
1)
Y12-10-250(T1)
Y12-9-250(B
1)
Y12-11-200(T1)
Y12-7-250(B
1)
Y12-8-250(T1)
Y12-10-250(T1)
Y12-12-250(B
2)
L =1750
Y12-13-250(T1)
Y12-12-250(B
2)
L =3500
Y12-14-200(T1)
300
Y12-13-250(T1)
SF
B 6 450x230
SFB10 450x230
SFB10 450x230
SFB10 450x230 H I J KH1
K1
SF
B6 450x230
SF
B6 450x230
SF
B7 450x230
SF
B7 450x230
Y12-1-250(B2)
Y12-2-250(T1)
Y12-3-250(B1)
Y12-4-250(T1)
Y12-5-250(T1)
Y12-1-250(B2)
Y12-2-250(T1)
Y12-6-250(T1)
Y12-1-250(B2)
Y12-2-250(T1)
Y12-3-250(B1)
Y12-4-250(T1)
Y12-5-250(T1)
Y12-1-250(B2)
Y12-2-250(T1)
Y12-6-250(T1)
Y12-7-250(B
1)
Y12-8-250(T1)
Y12-9-250(B
1)
Y12-10-250(T1)
Y12-9-250(B
1)
Y12-11-200(T1)
Y12-7-250(B
1)
Y12-8-250(T1)
Y12-10-250(T1)
Y12-12-250(B
2)
Y12-13-250(T1)
Y12-12-250(B
2)
Y12-14-200(T1)
Y12-13-250(T1)
SF
B 6 450x230
SFB10 450x230
SFB10 450x230
SFB10 450x230
4 4
5 5
6 6
7 7
8 8
7a 7a
2400 2515 1500 1015 2400
2400 2515 2515 2400
2400 2515 1500 1015 2400
2440
4415
6600
3300
1115
2440
2440
4415
6600
4415
2440
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1034
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
2N
D F
LO
OR
SL
AB
RE
INF
OR
CE
ME
NT
SD
ET
AIL
S
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
20Y8-23-150
20Y8-23-150
20Y8-23-150
(G) 1
(G) 1
(G) 2
(G) 2
(G) 3
(G) 3
2Y16-22(B
1)
a=Y16-22(B
1)a=Y
16-22(B1)
a=Y16-22(B
1)
c=Y8-23-150
cc
c
2Y16-22(T
1)
b=Y16-22(T1)
b=Y16-22(T1)
b=Y16-22(T1)
RB
3 (600x230)
6 Nos
1617
1819
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
Y8-2-150
(G) 1
(G) 1
(G) 2
(G) 2
(G) 3
(G) 3
2Y16-24(T
1)
b=Y16-24(T1)
b=Y16-24(T1)
b=Y16-24(T1)
2Y16-24(B
1)
a=Y16-24(B
1)a=Y
16-24(B1)
a=Y16-24(B
1)
c=Y8-2-150
cc
cR
B5 (600x230)
8 Nos
56
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
20Y8-23-150
20Y8-23-150
20Y8-23-150
20Y8-23-150
20Y8-23-150
(C) 1
(C) 1
(C) 2
(C) 2
(C) 3
(C) 3
2Y16-26(B
1)
a=Y16-26(B
1)a=Y
16-26(B1)
a=Y16-26(B
1)
c=Y8-23-150
cc
c
2Y16-27(T
1)
b=Y16-27(T1)
b=Y16-27(T1)
b=Y16-27(T1)
2Y16-28(B
1)
2Y16-29(T
1)2Y
16-30(T1)
2Y16-31(B
1)
RB
4 (600x230)6N
os
57
812
1315
(C) 1 - 1
a-a
b-b
(C) 2 - 2
a-a
b-b
(C) 3 - 3
a-a
b-b
c=Y8-2-150
c=Y8-2-150
c=Y8-23-150
c=Y8-23-150
c=Y8-23-150
c=Y8-23-150
600
23
0
33
00
33
00
33
00
24
00
33
0033
00
66
00
33
0033
00
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1036
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
RIN
G B
EA
MS
DE
TA
IL
20Y8-23-150
20Y8-23-150
20Y8-23-150
(G) 1
(G) 1
(G) 2
(G) 2
(G) 3
(G) 3
2Y16-22(B
1)
a=Y16-22(B
1)a=Y
16-22(B1)
a=Y16-22(B
1)
c=Y8-23-150
cc
c
2Y16-22(T
1)
b=Y16-22(T1)
b=Y16-22(T1)
b=Y16-22(T1)
RB
3 (600x230)
6 Nos
1617
1819
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
Y8-2-150
(G) 1
(G) 1
(G) 2
(G) 2
(G) 3
(G) 3
2Y16-24(T
1)
b=Y16-24(T1)
b=Y16-24(T1)
b=Y16-24(T1)
2Y16-24(B
1)
a=Y16-24(B
1)a=Y
16-24(B1)
a=Y16-24(B
1)
c=Y8-2-150
cc
cR
B5 (600x230)
8 Nos
56
(G) 1 - 1
a-a
b-b
(G) 2 - 2
a-a
b-b
(G) 3 - 3
a-a
b-b
20Y8-23-150
20Y8-23-150
20Y8-23-150
20Y8-23-150
20Y8-23-150
(C) 1
(C) 1
(C) 2
(C) 2
(C) 3
(C) 3
2Y16-26(B
1)
a=Y16-26(B
1)a=Y
16-26(B1)
a=Y16-26(B
1)
c=Y8-23-150
cc
c
2Y16-27(T
1)
b=Y16-27(T1)
b=Y16-27(T1)
b=Y16-27(T1)
2Y16-28(B
1)
2Y16-29(T
1)2Y
16-30(T1)
2Y16-31(B
1)
RB
4 (600x230)6N
os
57
812
1315
(C) 1 - 1
a-a
b-b
(C) 2 - 2
a-a
b-b
(C) 3 - 3
a-a
b-b
c=Y8-2-150
c=Y8-2-150
c=Y8-23-150
c=Y8-23-150
c=Y8-23-150
c=Y8-23-150
600
23
0
33
00
33
00
33
00
24
00
33
0033
00
66
00
33
0033
00
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1036
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
RIN
G B
EA
MS
DE
TA
IL
31Y8-2-150
13Y8-2-150
13Y8-2-150
30Y8-2-150
(1) 1
(1) 1
(1) 2
(1) 2
(1) 3
(1) 3
2Y16-3(B
1)
a=Y16-3(B
1)a=Y
16-3(B1)
a=Y16-3(B
1)
c=Y8-2-150
cc
c
2Y16-7(T
1)
b=Y16-7(T
1)b=Y
16-7(T1)
b=Y16-7(T
1)
2Y16-8(T
1)
2Y16-9(B
1)
RB
7 (600x230)
14 Nos
LM
NO
P
(1) 1 - 1
a-a
b-b
(1) 2 - 2
a-a
b-b
(1) 3 - 3
a-a
b-b
31Y8-23-150
(12) 1
(12) 1
(12) 2
(12) 2
(12) 3
(12) 3
2Y16-48(T
1)
b=Y16-48(T1)
2Y16-49(T
1)
b=Y16-49(T1)
2Y16-16(T
1)
b=Y16-16(T1)
c=Y16-16(T1)
2Y16-50(B
1)
a=Y16-50(B
1)a=Y
16-50(B1)
a=Y16-50(B
1)
c=Y8-23-150
c
c=Y8-23-150
c
d=Y8-23-150
dR
B9 (600x230)
3 Nos
CD
E
(12) 1 - 1
a-a
b-b
(12) 2 - 2
a-a
b-b
(12) 3 - 3
a-a
c-b-b-c
14Y8-23-150
31Y8-23-150
(14) 1
(14) 1
(14) 2
(14) 2
(14) 3
(14) 3
2Y16-55(B
1)
a=Y16-55(B
1)a=Y
16-55(B1)
a=Y16-55(B
1)
c=Y8-23-150
c
c=Y8-23-150
c
c=Y8-23-150
c
2Y16-55(T
1)
b=Y16-55(T1)
b=Y16-55(T1)
b=Y16-55(T1)
RB
10 (600x230)4 N
os
EF
G
(14) 1 - 1
a-a
b-b
(14) 2 - 2
a-a
b-b
(14) 3 - 3
a-a
b-b
29Y8-2-150
(7) 1
(7) 1
(7) 2
(7) 2
(7) 3
(7) 3
2Y16-60(T
1)
b=Y20-60
2Y16-44(T
1)
2Y16-45(T
1)
c=Y20-45
2Y16-61(B
1)
2x1Y16-62-300
a=Y20-62
d=Y8-2-150
d
d=Y8-2-150
d
d=Y8-2-150
d
RB
8 (600x230)
OP
(7) 1 - 1
c-b-c
(7) 2 - 2
a-a
bb
d-c-d
(7) 3 - 3
c-b-c
c=Y8-2-150
c=Y8-2-150
13Y8-23-150
6 Nos
b=Y20-60
c=Y20-45
a=Y20-62
b=Y20-60
c=Y20-45
a=Y20-62
a-aa-a
600
23
0
600
23
0
600
23
0
600
23
0
48
00
48
00
24
00
24
00
48
00
24
0048
00
29Y8-2-150
(7) 1
(7) 1
(7) 2
(7) 2
(7) 3
(7) 3
2Y16-60(T
1)
b=Y20-60
2Y16-44(T
1)
2Y16-45(T
1)
c=Y20-45
2Y16-61(B
1)
2x1Y16-62-300
a=Y20-62
d=Y8-2-150
d
d=Y8-2-150
d
d=Y8-2-150
d
RB
8 (600x230)
OP
(7) 1 - 1
c-b-c
(7) 2 - 2
a-a
bb
d-c-d
(7) 3 - 3
c-b-c
2 Nos
b=Y20-60
c=Y20-45
a=Y20-62
b=Y20-60
c=Y20-45
a=Y20-62
a-aa-a
600
23
0
47
00
48
00
24
00
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1037
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
RIN
G B
EA
MS
DE
TA
IL
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
16
70
15
00
15
00
15
00
15
00
21
40
12
40
15
00
15
00
15
00
15
00
15
00
15
00
15
00
15
00
15
00
15
00
15
00
15
00
15
00
82
01
070
15
00
15
00
15
00
15
00
16
70
TR
US
S T
1B
-AT
15
00m
m.c
/c.o
rle
ss
TR
US
S T
1A
-AT
15
00m
m.c
/c.o
rle
ss
TR
US
S T
1-A
T 1
50
0m
m.c
/c.o
r less
TR
US
S T
1-A
T 1
50
0m
m.c
/c.o
r less
TR
US
S T
2 - 4
No
s TR
US
S T
3B
-1N
os
TRUSS T5-AT 1500mm.c/c.or less
TRUSS T6 - 4Nos
TR
US
S T
5 1
6N
os
RAFTERS
TRUSS T5 16Nos
TRUSS T7A-1Nos
TRUSS T7B - 3Nos
RA
FT
ER
S
TRUSS T1-1Nos
TRUSS T6- 1Nos
TR
US
S T
2A
- 1N
os
TR
US
S T
2B
-3N
os
TRUSS T8B-3Nos
TRUSS T8A - 1Nos
TRUSS T8B- 3Nos
15
00
15
00
TRUSS T7
TRUSS T8
TRUSS T8
TRUSS T7
RAFTERS
RA
FT
ER
S
TR
US
S T
9-4
No
s
8030
1280 1500 1500 1300 15001500 1500 1500 1500 1500 1500 1670
167015001500150015001350150015001300150015001280
22
90
22
90
50
0
15
00
15
00
10
70
10
70
15
00
15
00
15
00
15
00
15
00
15
00
12
40
12
40
15
00
15
00
15
00
15
00
15
00
15
00
10
70
10
70
15
00
15
00
51
0
22
90
22
90
65
80
65
80
14
60
06
580
65
80
65
80
65
80
53
70
19
30
19
30
53
60
65
80
65
80
1500 1770 1550 1690110
110
1690155017701500
15
00
15
00
15
00
15
00
12
40
12
40
15
00
15
00
15
00
15
00
260
1860 1500 1500 1500
2601860 1500 1500 1500
15
00
15
00
15
00
81
01
500
15
00
15
00
81
0
TRUSS T8B- 3Nos
TRUSS T4B-3Nos
TRUSS T4B-3Nos
TRUSS T4B-3Nos
TRUSS T5-AT 1500mm.c/c.or less
TRUSS T6- 3Nos
TRUSS T7B - 3Nos
RA
FT
ER
SR
AF
TE
RS
1500
1350 1350 1350 1350 1210 13501350135013501210
13501350135013501210
6590
8030
TRUSS T6B - 3Nos
139013901390
1350 1350 1350 1330
1500
1440010110720072002400
7200720010110720072002400
37
50
32
61
03
750
12
34
01
54
30
12
34
0
12
34
06
200
30
40
62
00
12
34
0
TR
US
S T
10-4
No
sT
RU
SS
T10-4
No
s
RA
FT
ER
S 1
x5
0x1
00m
m. A
T1
50
0m
m.c
/c. o
r less
RA
FT
ER
S 1
x5
0x1
00m
m. A
T1
50
0m
m.c
/c. o
r less
TRUSS T7B- 3Nos
TR
US
S T
5- 1
5N
os
40
11
0
TR
US
S T
3A
-1N
os
TR
US
S T
11-2
No
sT
RU
SS
T11-2
No
s
TR
US
S L
AY
OU
T P
LA
N.
TR
US
S T
12-2
No
sT
RU
SS
T12-2
No
s
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
DR
AW
ING
TIT
LE
:
RO
OF
TR
US
S L
AY
OU
T P
LA
N
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1038
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:1
00
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
1x5
0x1
50
mm
.
1x5
0x100m
m.
1x5
0x100m
m.
98
00
TR
US
S T
1B
-18
No
s.
1
2
56
1800
1800
460
3
61
70
1800
1380
3
4
25°
15
20
19
90
19
90
13
50
19
90
19
90
15
20
61
70
2810
7240
2x5
0x1
50
mm
.
1x5
0x100m
m.
1x5
0x100m
m.
98
00
TR
US
S T
2B
-3N
os
.
1
2
56
1800
1800
460
3617
0
1800
1380
3
4
25°
15
20
19
90
19
90
13
50
19
90
19
90
490
61
70
7240
2x5
0x1
50
mm
.
1x5
0x100m
m.
1x5
0x100m
m.
TR
US
S T
3A
- 1N
os
.
125
6
3
89
00
7
3
18°
15
20
19
90
950
18
90
1540
1800
1800
1800
1800
610
440
470
2340
2870
18
90
690
7
7
2x5
0x1
50
mm
.
1x5
0x100m
m.
1x5
0x100m
m.
98
00
TR
US
S T
1A
-6N
os
.
1
2
56
1800
1800
460
3
61
70
1800
1380
3
4
25°
15
20
19
90
19
90
13
50
19
90
19
90
15
20
61
70
2810
7240
2x5
0x1
50
mm
.
1x5
0x100m
m.
1x5
0x100m
m.
98
00
TR
US
S T
2A
-1N
os
.
1
2
56
1800
1800
460
3
61
70
1800
1380
3
4
25°
15
20
19
90
19
90
13
50
19
90
19
90
490
61
70
7240
470
2340
7
2x5
0x1
50
mm
.
1x5
0x100m
m.
1x5
0x100m
m.
TR
US
S T
3B
- 1N
os
.
125
6
3
89
00
7
3
18°
15
20
19
90
950
18
90
1540
1800
1800
1800
1800
610
440
2870
18
90
690
7
9780
9780
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
RO
OF
TR
US
S D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1039
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:2
5
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
1x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
TR
US
S T
4 A
-1N
os.
1
2
56
1800
1800
460
3
61
70
1800
1380
7
3
4
25°
15
20
19
90
19
90
67
0
7240
2x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
125
6
1150
460
3
72
00
1150
115025°
4410
50056
01
27
01
27
01
01
01
27
01
27
05
60
TR
US
S T
5 1
5N
os.
2x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
125
6
1150
460
3
61
70
1150
115025°
4410
50056
01
27
01
27
01
01
01
27
08
00
TR
US
S T
6A
- 1N
os.
2x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
125
6
1150
460
3
46
70
1150
115025°
4410
50056
01
27
01
27
01
01
05
70
TR
US
S T
7A
- 1N
os.
2x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
12
5
1150
460
3 1150
115025°
4410
50056
01
27
01
27
05
10
TR
US
S T
8B
- 3N
os.
2810
1150 490
1640
470 1170
1640
1x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
6
TR
US
S T
10
-4N
os.
880
37
50
57
039
0
65
0
53
0
65
0
39
0 57
0
4605
10
350 590
600
1x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
67
TR
US
S T
9 4
No
s.
880
30
40
460
490
700 4
80
77
05
30 4
305
30
77
01
x50x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
67
TR
US
S T
11
- 2N
os
.
880
37
50
57
039
0
65
0
53
0
65
0
39
05
70
4605
10
350 590
600
4
4
44
41
11
4
7
7
5
2x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
TR
US
S T
4B
- 3N
os.
1
2
56
1800
1800
460
3
61
70
1800
1380
7
3
4
25°
15
20
19
90
19
90
67
0
7240
2810
7
2x5
0x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
125
6
1150
460
3
61
70
1150
115025°
4410
50056
01
27
01
27
01
01
01
27
08
00
TR
US
S T
6B
- 3N
os.
470
1170
4
72
x50x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
125
6
1150
460
3
46
70
1150
115025°
4410
50056
01
27
01
27
01
01
05
70
TR
US
S T
7B
- 3N
os.
1150490
4
72
x50x15
0m
m.
1x5
0x1
00m
m.
1x5
0x1
00m
m.
1
2
5
1150
460
3 1150
115025°
4410
50056
01
27
01
27
05
10
TR
US
S T
8A
- 1N
o.
1640
7
1x5
0x15
0m
m
1x5
0x1
00m
m.
1x5
0x1
00m
m.
6
TR
US
S T
11
2N
os.
880
18
80
57
03
90
65
0 27
0
4605
10
350 590
600
1
2130
2520
2520
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
RO
OF
TR
US
S D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1040
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:2
5
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.
1:1
0
10
0m
m. L
ON
G, 5
NA
ILS
EA
CH
.
1:1
0D
eta
il - 1'
RB
O1
(23
0x9
00
)
De
tail -7
'
1x5
0x1
00
mm
.
100m
m. L
ON
G, 5
NA
ILS
EA
CH
.
.
BO
LT
S 2
NO
S 1
6m
m. d
ia.( o
ne
on
ea
ch sid
e.)
TIM
BE
R S
PA
CE
RS
-1x5
0x1
50m
m.
150x2
50x6
mm
. thick
B0LT
S 2
N0S
16m
m. d
ia
1:1
0
2x5
0x1
50
mm
, or 1
x50
x15
0m
m.
1x5
0x1
00
mm
.
Deta
il - 6'
10
0m
m. L
ON
G, 1
0 N
AIL
S E
AC
H.
25
mm
. thick g
rou
t
1:1
0
Deta
il - 3'
2x5
0x1
50
mm
, or 1
x50
x15
0m
m.
1x5
0x1
00
mm
.
162x6
80x4
33x6
mm
.
thick.
PLA
TE
S 2
N0S
.
BO
LT
S 6
NO
S - 1
2m
m. d
ia M
.S.
.P
LA
TE
S 2
N0S
.
1:1
0D
eta
il - 5'
2x5
0x1
50
mm
, or 1
x50
x15
0m
m.
10
0m
m. L
ON
G, 1
0N
AIL
S E
AC
H.
1x5
0x1
00m
m.
.
Deta
il - 2'
1x5
0x1
00m
m.
.
Typ
ical d
eta
il for
fixing p
urlin
to tru
ss.B
OL
TS
- 6N
OS
- 12
mm
. dia
. M.S
.
1:1
0D
eta
il - 4'
GU
SS
ET
S-2
NO
S -2
5x2
60
x67
0m
m. m
arin
ep
lywo
od
bo
thsid
es.
GU
SS
ET
S-1
NO
.- 50
x26
0 x6
70
mm
.
WA
SH
ER
S 1
2N
OS
-50
x50
x5m
m M
.S.
100m
m. L
ON
G-1
0N
AIL
S E
AC
H.
.
1x5
0x1
00
mm
.
Tim
ber cle
at
.
1x5
0x1
50m
m.
TO
P C
HO
RD
1:1
0
.
1x5
0x1
00m
m.
.
100m
m. L
ON
G, 5
NA
ILS
EA
CH
.
.
Le
ng
the
nin
g jo
int in
both
chord
s1
;10
2x5
0x1
50
mm
, or 1
x50
x15
0m
m.
GU
SS
ET
S-2
NO
S -2
5x2
60
x66
8m
m. m
arin
ep
lyw
oo
d b
oth
wa
ys.
BO
LT
S - 6
NO
S - 1
2m
m. d
ia. M
.S.
WA
SH
ER
S 1
2N
OS
-50
x50
x5
mm
M.S
.
GU
SS
ET
S-1
NO
.- 50
x1
50
x72
0m
m.
150
50
50
75
150 OR 100
75
80
72
0
10
08
01
00
10
08
08
01
00
50
100
150
100
80
80
75
100
150
50
50
100
100
NO
TE
:
PR
OJE
CT
:
PR
OP
OS
ED
ST
AN
DA
RD
DR
AW
ING
S F
OR
DIS
TR
ICT
CO
UN
CIL
OF
FIC
ES
CLIE
NT
:
DR
AW
ING
TIT
LE
:
RO
OF
TR
US
S D
ET
AIL
S
Desig
ne
d b
y:
Dra
wn b
y:
Che
cked b
y:
App
roved
by:
Date
:M
AR
CH
2020
Sca
le:
Dra
win
g N
o.
S1041
She
et:
En
g. A
.M.A
En
g. A
.M.A
En
g. R
.A.M
1:2
5
1.A
ll structural drawings shall be read in conjunction w
ithrelevant architectural draw
ings.2.
All concrete m
aterials shall comply to the follow
ing:·
Reinforced C
oncrete grade C25.
·P
lain Concrete grade C
153.
All concrete cover to the reinforcem
ents shall be asfollow
s:·
Pad footings = 50m
m.
·C
olumns, S
tairs, Beam
s =25mm
.·
Slabs = 25m
m4.
Reinforcem
ent shall comply to B
S w
ith the following
characterics:·
High tensile steel w
ith fy = 460N/m
m².
·M
ild steel with fyv = 250N
/mm² .
5.F
or foundation walls, use cem
ent /sand blocks minim
um4.5M
pa6.
For superstructure w
alls, use cement/sand blocks
Minim
um 4.5M
pa7.
Use w
ell seasoned pressure impregnated soft w
ood forroof trusses
8.A
ssumed soil bearing capacity is 150kN
/m², to be
confirmed before construction.
9.U
se granite aggregates with m
aximum
size of 20mm
.10.
Any discrepancy in the draw
ings shall be reffered in theengineer before any action is taken.
11.U
se crushed granite aggregates of 20mm
maxim
um size
12.A
ll roof slabs to be water proofed using krystol
specification or equal and approved manufacturer
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIS
TR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T,
Govern
men
t City - M
tum
ba
TA
MIS
EM
I Street, P
.O.B
ox 1923,4
1185 Dod
oma.