AA

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DD

EE

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MM

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8 8

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10 10

11 11

12 12

1314 14

15 151617 17

18 18

19 19

D1

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3300

3300

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260

2180

1120

320

2980

2030

1270

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2980

320

1120

2180

255

3300

3300

3300

4800 2400 1690 3000 2400 1200 1200 4800 260 2400 2520 1500 1020 2400

260

4800 2400 2400 480046110

3300

3300

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260

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1120

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2980

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2180

260

3300

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4800 2400 1800 3000 2400 1200 1200 4800 260 2400 2520 1500 1020 2400

255

4800 2400 2400 4800

46110

FO

UN

DA

TIO

N LA

YO

UT P

LAN

1800

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C2

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C2

C2

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F4

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4

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230

450

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230

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Ø300

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0

2 2

44

11

11

11

11

11

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22

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33

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3700

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F1C

2

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55

77

66

AR

C L

EN

GT

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2.8

m

3880

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40110

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NO

TE

:

PR

OJE

CT

:

PR

OP

OS

ED

ST

AN

DA

RD

DR

AW

ING

S F

OR

DIS

TR

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UN

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OF

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CLIE

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ES

IDE

NT

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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

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:

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OP

OS

ED

ST

AN

DA

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UN

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OF

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ES

CLIE

NT

:

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AW

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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

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S F

OR

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TR

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CO

UN

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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.