A'' A A' B C

1 1

Ensuite
Bedroom 2
1'

2 2

Living room

Bedroom 1

3 3

Balcony

19

18

17

MR HASHAM
13 14 15 P.O.Box ......
DAR ES SALAAM

12

11
A A B C PROPOSED EXTENSION OF APARTMENT BUILDING
10 TO BE BUILT AT BLOCK ... PLOT NO ...
MSASANI - DAR ES SALAAM
9

7
GROUND FLOOR LAYOUT PLAN
GROUND FLOOR PLAN
6

4 Designed By: Checked By:

3 Drawn By: Scale: As Shown

2 Approved By: Date: April.-2024
1
Contact: Dwg No: 01
 A'' A A' B C

1 1

Ensuite
Bedroom 2
1'

2 2

Living room

Bedroom 1

3 3

Balcony
4 4
19

18

17

13 14 15 MR HASHAM
P.O.Box ......
DAR ES SALAAM
12

11
A A B C
PROPOSED EXTENSION OF APARTMENT BUILDING
10
TO BE BUILT AT BLOCK ... PLOT NO ...
9 MSASANI - DAR ES SALAAM

8
FIRST FLOOR LAYOUT PLAN
7

6 FIRST FLOOR PLAN

4
Designed By: Checked By:
3
Drawn By: Scale: As Shown
2
Approved By: Date: April.-2024
1
Contact: Dwg No: 02
 A'' A A' B B' C

1 1

Ensuite

M/Bedroom 2

M/Bedroom 1

2 2

Living room Living room

3 3

Balcony
4 4
MR HASHAM
P.O.Box ......
DAR ES SALAAM

PROPOSED EXTENSION OF APARTMENT BUILDING

TO BE BUILT AT BLOCK ... PLOT NO ...
MSASANI - DAR ES SALAAM

FIRST FLOOR PLAN

A A B C

Designed By: Checked By:

SECOND TO THIRD FLOOR LAYOUT PLAN Drawn By: Scale: As Shown

Approved By: Date: April.-2024

Contact: Dwg No: 03

NORTH ELEVATION SOUTH ELEVATION

MR HASHAM
P.O.Box ......
DAR ES SALAAM

PROPOSED EXTENSION OF APARTMENT BUILDING

TO BE BUILT AT BLOCK ... PLOT NO ...
MSASANI - DAR ES SALAAM

ELEVATIONS

Designed By: Checked By:

Drawn By: Scale: As Shown

LEFT ELEVATION RIGHT ELEVATION Approved By: Date: April.-2024

Contact: Dwg No: 04

 A'' A A' B B' C

1 1

F
O
RO
A T
FL
A B
SL
T E
2 RE 2
NC
CO
m
m
150

3 3

Balcony
4 4 MR HASHAM
P.O.Box ......
DAR ES SALAAM

PROPOSED EXTENSION OF APARTMENT BUILDING

TO BE BUILT AT BLOCK ... PLOT NO ...
MSASANI - DAR ES SALAAM

A A B C ROOF SLAB LAYOUT PLAN

ROOF SLAB LAYOUT PLAN Designed By: Checked By:

Drawn By: Scale: As Shown

Approved By: Date: April.-2024

Contact: Dwg No: 05

 A B C

Parapeet level Parapeet level

+12.600 +12.600
4 Story 4 Story

LIVING ROOM LIVING ROOM KITCHEN

+9.450 +9.450
3 Story 3 Story

LIVING ROOM LIVING ROOM KITCHEN

+6.300 +6.300
2 Story 2 Story

LIVING ROOM
BEDROOM CLOSET

+3.150 +3.150
1 Storey 1 Storey

LIVING ROOM CLOSET

BEDROOM

+0.00m +0.00m MR HASHAM

P.O.Box ......
0 Ground floor 0 Ground floor DAR ES SALAAM

PROPOSED EXTENSION OF APARTMENT BUILDING

-1.50m -1.50m TO BE BUILT AT BLOCK ... PLOT NO ...
MSASANI - DAR ES SALAAM

Skirting
400x400 mm floor tiles finish
40mm cement mortar
SECTION AA
Damp proof mebrane
150mm well compacted earth
foundation by engineering details
Designed By: Checked By:
SECTION AA Drawn By: Scale: As Shown

Approved By: Date: April.-2024

Contact: Dwg No: 06

 A B C

1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.
F1
F1 F1 3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,
ETC. UNLESS INDICATED OTHERWISE.

C1 C1 C2 5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).
1 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF
ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

9. IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS

A A
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

F2 F2 B F2
B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

C1 C1 C1
2 2

F1 F1 F1

C2 C2 C2
3 3

A B C
ISSUED FOR
FOUNDATION PLAN
PERMIT

FOUNDATION PLAN AND

SECTION DETAILS

SECTION A SECTION B
STG-001
 GRID GRID
GRID GRID

1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

05 05 SECTION 05-05 10 10 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF
ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.
SECTION 10-10 7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110
WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

9. IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
SECTION 02-02 SECTION 07-07
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

04 04 09 09
SECTION 04-04 SECTION 09-09 GRID

750
1500
GRID
02 02

750
750 750
03 03 08 08
1500

SECTION 03-03 SECTION 08-08

PLAN - FOOTING F1 - 6 Nos.

ISSUED FOR
PERMIT
02 02 07 07 GRID

SECTION 02-02 SECTION 07-07

900
1800
GRID
07 07

900
01 01 06 06

COLUMN FOOTING AND

900 900 COLUMN-RC DETAILS
1800

SECTION 01-01 SECTION 06-06 PLAN - FOOTING F2 - 03 Nos.

STG-002
 A B C
1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).
GB01(300x230)
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

1 1 7.
ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

9. IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

GB03(300x230)

GB03(300x230)

GB03(300x230)
OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

GB02(300x230)
2 2

GB01(300x230)
3 3

ISSUED FOR
A B C PERMIT
GROUND FLOOR BEAMS LAYOUT PLAN

GROUND BEAM LAYOUT

PLAN AND SECTION DETAILS

TYPICAL GROUND BEAM SECTION

STG-003
 A'' A B C
1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

FB01(450x230) 5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

1 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

9. IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

FB03(450x230)

FB04(450x230)

FB04(450x230)
10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,
150mm THCK 150mm THCK OF BAR UNLESS OTHERWISE NOTED.

SLAB SLAB 11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

FB01(450x230)
2 2

150mm THCK 150mm THCK

SLAB SLAB

FB02(450x230)
3 3

BALCONY

4 4

A'' A B C
ISSUED FOR
PERMIT
FIRST FLOOR BEAMS LAYOUT PLAN

FIRST FLOOR BEAM LAYOUT

STG-004
A B C

1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

1 3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

SECTION 1 7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

BEAM FB1 - 2 No. AND WELL GRADED UNLESS OTHERWISE NOTED.

9. IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

A B C B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

SECTION 2
BEAM FB2 - 1 No.

1 2 3 3

3
ISSUED FOR
SECTION
PERMIT
BEAM FB3 - 1 No.

1 2 3

4
FIRST FLOOR BEAM
RC DETAILS

SECTION 4
BEAM FB4 - 2 No.

STG-005
 A'' A B C
1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

1 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

9. IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

2 2

3 3

4 4

A'' A B C
ISSUED FOR
TYPICAL
PERMIT
1st ,2nd AND 3rd FLOOR SLAB
BOTTOM REINFORCEMENTS

1st,2nd AND 3rd FLOOR SLAB

LAYOUT RC DETAILS

STG-006
 1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE
A'' A B C 2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

1 1 7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

9. IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

2 2

3 3

4 4
ISSUED FOR
A'' A B C PERMIT
TYPICAL
1st ,2nd AND 3rd FLOOR SLAB
TOP REINFORCEMENTS

1st ,2nd AND 3rd FLOOR SLAB

LAYOUT RC DETAILS

STG-007
 A'' A B C
1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

RB01(450x230)
1 1 5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2
DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

RB03(450x230)

RB04(450x230)

RB05(450x230)
150mm THCK 150mm THCK 9. IN. CONCRETE COVER FOR THE REINFORCEMENTS
SHALL BE:- 40mm FOR COLUMN
SLAB SLAB 30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

B.S. 666.2000.
RB01(450x230)
12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
2 2 MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

150mm THCK 150mm THCK

SLAB SLAB

RB02(450x230)
3 3

BALCONY

4 4

A'' A B C

ROOF BEAMS LAYOUT PLAN

ISSUED FOR
PERMIT

RING BEAM LAYOUT

PLAN AND DETAILS
TYPICAL RING BEAM SECTION

STG-008
 A'' A B C 1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

FB01(450x230) DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

1 1 ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

9. IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

FB03(450x230)

FB04(450x230)

FB05(450x230)
10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,
150mm THCK 150mm THCK OF BAR UNLESS OTHERWISE NOTED.

SLAB SLAB 11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

FB01(450x230)
2 2

150mm THCK 150mm THCK

SLAB SLAB

FB02(450x230)
3 3

BALCONY

4 4
ISSUED FOR
A'' A B C
PERMIT
TYPICAL 2nd & 3rd FLOOR BEAMS LAYOUT PLAN

2nd AND 3rd FLOOR BEAM

LAYOUT PLAN

STG-009
A B C 1 2 3
1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.
5 9

5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

SECTION 5 7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

8. MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,

AND WELL GRADED UNLESS OTHERWISE NOTED.

BEAM FB1 - 2 No. BEAM FB5 - 1 No. 9. IN. CONCRETE COVER FOR THE REINFORCEMENTS
SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

A B C B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

SECTION 6 SECTION 9
BEAM FB2 - 1 No.

1 2 3 3

ISSUED FOR
SECTION 7 PERMIT
BEAM FB3 - 1 No.

1 2 3

8
2nd AND 3rd FLOOR BEAM
RC DETAILS

SECTION 8
BEAM FB4 - 1 No.

STG-010
GRID A''
1. ALL DIMENSIONS ARE IN mm UNLESS NOTED OTHERWISE

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT

DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES TO BE BROUGHT TO
THE ATTENTION OF THE PROJECT ENGINEER.

3. ALL LEVELS ON DRAWINGS REFER TO THE TOP OF THE CONCRETE,STEEL,

ETC. UNLESS INDICATED OTHERWISE.

5. REINFORCEMENT TO BE HOT ROLLED HIGH YIELD GRADE 460 TYPE 2

DEFORMED BARS TO B.S. 4449:1986 (DESIGNATED T).

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF

ALL CHAIRS ,STOOLS AND TEMPORARY SUPPORT FOR THE REINFORCEMENT.

7. CONCRETE FOR ALL STRUCTURE MEMBER TO BE GADE C25, TO BS 8110

2
WITH CUBE STRENGTH 25N/M² AND FOR BLINDING GRADE C15.

3 8.

9.
MAX. SIZE OF AGGREGATE AS FOR ALL CONCRETE WORKS SHALL BE 20mm,
AND WELL GRADED UNLESS OTHERWISE NOTED.

IN. CONCRETE COVER FOR THE REINFORCEMENTS

SHALL BE:- 40mm FOR COLUMN
30mm FOR BEAMS
25mm FOR SLAB
50mm FOR FOUNDATION

10. MIN. LAP SPLICE TO REINFORCING BARS SHALL BE 50xDIA,

OF BAR UNLESS OTHERWISE NOTED.

11. REINFORCEMENT SHALL BE BENT IN ACCORDANCE WITH

B.S. 666.2000.

12. ALL BLOCKS FOR LOAD BEARING WALLS SHALL HAVE THE
MIN.COMP. STRENGTH OF 10N/m² AT THE AGE OF 28 DAYS.

13. THE DEPTH OF THE FOUNDATION TO BE CONFIRMED ON SITE.

A''

A
PLAN VIEW AT FIRST,SECOND
AND THIRD FLOOR
ISSUED FOR
PERMIT

STAIRCASE PLAN AND

SECTION - GA DETAILS
A SECTION

STG-011