NOTES:-

1. S.B.C OF SOIL ADOPTED AS 150kN/m2

X0 X1 X2 X3 X4 X5 X6 X7 X8 X9X10 X11
2. FOUNDATION IS DESIGNED FOR G+1+PH STOREY ONLY
3760 500 2600 1600 1900 3000 1900 2000 2700 500 2000
3. ALL FOOTINGS ARE CENTER OF THE COLUMNS UNLESS
Y15 SPECIFIED OTHER WISE.

4. CLEAR COVER FOR FOOTINGS & STRAP BEAMS ARE

2000
75mm ON ALL SIDES.

5. CLEAR COVER FOR COLUMNS ARE 75mm(FOR SUB STRUCTURE)

C1/F2 C1/F2 Y14
& 40mm(FOR SUPER STRUCTURE).

1200
328kN 319kN
Y13 6. ALL EXTERNAL DIMENSIONS SHALL BE ACCORDING TO
C1/F2 C1/F2 ARCHITECTURE PLANS & ELEVATIONS.
303kN
261kN

3000
1400
3000
1500
364kN C1 C1/F2
Y12

900
C3/F3 412kN
502kN Y11
571kN C3/CF3

900
293kN C1
Y10

5800
C2/F2

5000

1800
CF2 373kN

C3/F4 C3/CF3
1141kN C3
Y9
946kN
1475

676kN

1800
1400 Y8
C3/F3

1200
3900 2800
472kN
1300 1200 Y7

2200
1400

404kN 292kN
C5 Y6
C3/F4 872kN C2 C3/F4
C5/CF1
4200

3600

2000
643kN 775kN C3/F3
95kN
162kN
423kN 479kN
C5 C5 Y5
500

C5

1500
C6/F2

261kN 89kN
Y4
C2/F3
C6/F1

2200
443kN

C4/F4 C1/F1
Y3

800
177kN
C6/F3 C3/F3
Y2
1400 643kN

1500
261kN 261kN

C1/F1 Y1
C1 STB1
119kN 180kN

3400
STB1

CF4
7300

STB1

C1
Y0
120kN STB1
3080

STB1

180kN
STB1
120kN
C1/F1
C1 Y00

ST FOUNDATION PLAN
01 SCALE 1:100
 FOR MUNICIPALITY USE

X0 X1 X2 X3 X4 X5 X6 X7 X8 X9X10 X11

3760 500 2600 1600 1900 3000 1900 2000 2700 500 2000

Y15

2000
PB1
AS PER STAIR DETAIL SECTION
Y14
AS PER STAIR DETAIL SECTION

1200
PB1 FLOOR LEVEL
Y13 T14@150mm C/C
+0.35m SSL
(MAIN STEEL FROM FOUND.)
PB2 100mm THK GRADE SLAB PB2
WITH A-142 BRC MESH T14@150mm C/C

3000
T14@150mm C/C

PB2 PB2
APPROVED PROTECTIVE COATING T12@150mm C/C

+0.35m SSL
PB3
100mm THK GRADE SLAB Y12
WITH A-142 BRC MESH

900
T12@150mm C/C

30
SAME FOUNDATION LEV.
PB2 CPB1
Y11 5-T12

900

10
PB1 PB3
Y10 WELL COMPACTED EARTH
PB2 10 60 10
PB2

1800
PB3 PB1
PB2

PB2
STAIR STARTER
PB3
Y9
PB3 PB3
UP UP

1800
20

Y8
OPEN TO BELOW PB3

1200
PB1 PB3 STAIR
+0.35m SSL DOWELS PB3
Y7 200mm
100mm THK GRADE SLAB PB2
WITH A-142 BRC MESH
SOLID BLOCK
+0.35m SSL WORK

2200
100mm THK GRADE SLAB
PB2
WITH A-142 BRC MESH
PB3 PB2 PB2 PB2
Y6
T8@150 mmc/c
LIFT

2000

25
PB2 OPENING PB1
PB3 4-T12

10
PB3 Y5
PB2 PB2 PB3 +0.35m SSL 10 40 10

1500
PB1 100mm THK GRADE SLAB
WITH A-142 BRC MESH PB2 60
Y4

SOLID BLOCK WORK

2200
PB3 +0.35m SSL PB3

100mm THK GRADE SLAB

CPB1
WITH A-142 BRC MESH
Y3
PB2 PB2
800
1500 Y2
PB1 CPB1

Y1
PB3 PB3 T12@100mm c/c
CLOSED STIRRUPS
3400
STB1(BELOW)

OWNER
-0.10m SSL
PB3
100mm THK GRADE SLAB 3-T14 MR.IBRAHIM SULAIMAN SAIF AL SALMANI
WITH A-142 BRC MESH
Y0
USE PLOT No LOCATION
T14
RESIDENTIAL 929 BARKA
STB1(BELOW)

AL FELEU
3080

3-T14 DRAWING TITLE No OF FLOORS

STB1(BELOW)
300
Y00 PLINTH BEAM BF+GF+FF

170 T12@100mm c/c DESIGN BY CHECKED BY DATE

SRI SRI MAY/2023
CLOSED STIRRUPS

ST PLINTH BEAM PLAN DRAWN BY APPROVD BY SCALE

02 SCALE 1:100 STAIR DETAIL SECTION

SRI YAHYA As indicated
PROJECT No SHEET No REV

5/30/2018 10:37:07 AM
NAS 2023 556 ST 02
 FOR MUNICIPALITY USE

X0 X1 X2 X3 X4 X5 X6 X7 X8 X9X10

3760 500 2600 1600 1900 3000 1900 2000 2700 500

Y15

2000
B1
Y14

1200
B1
B1
Y13
B1

4000
B2 S2 B2*

3000
+4.35m SSL B2* - 3.9m LEVEL
+4.35m SSL
B2 B2

4700
S2

B3
Y12

900
CB1* - 3.9m LEVEL
B2 CB1*
Y11

900
B3
Y10
B3
B3
B3

1800
SK1 B2 S2 SK1

B1/MLB
B3
Y9
B3*
B1 DOWN DOWN

1800
B3* - 3.9m LEVEL

Y8
OPEN TO BELOW B3

1200
SUNKEN SLAB BY
5100

250mm B3* S2 B3 B1
B3
Y7
HB2

8900

2200
S2 B2

B3* B5 HB1 B5
Y6

LIFT OPEN TO S3

2000
SK1 B5
B3 B3 OPENING BELOW
+4.35m SSL

B3 Y5
B5 B5 B4

1500
B2
Y4
S3 50xDIA.

2200
50xDIA.

B2 B2
+4.35m SSL T1- T12@200mm C/C
CB1
T1-T20@200mm C/C Y3
B2 B2

800
Y2
B1

1500
S3
S3

Y1
B2
EXTRA BARS

B1 - 4m BOTTOM BARS - T12@200mm C/C

3400
T1 - TOP BARS - T20@200mm C/C
B2

B2
+3.05m SSL OWNER
Y0
S2 MR.IBRAHIM SULAIMAN SAIF AL SALMANI

USE PLOT No LOCATION

3080

B2
RESIDENTIAL 929 BARKA
AL FELEU

B2
Y00 DRAWING TITLE No OF FLOORS
CB1

GROUND FLOOR ROOF BF+GF+FF

BEAM AND SLAB
DESIGN BY CHECKED BY DATE
SRI SRI MAY/2023

ST GROUND FLOOR ROOF BEAM & SLAB PLAN VILLA 1& VILLA 2 DRAWN BY APPROVD BY SCALE
03 SCALE 1:100 SRI YAHYA 1 : 100
PROJECT No SHEET No REV

5/30/2018 10:39:42 AM
NAS 2023 556 ST 03
 FOR MUNICIPALITY USE

X1 X2 X3 X4 X5 X6 X7 X8 X9X10

Y15
500 2600 1600 1900 3000 1900 2000 2700 500 X1 X2 X3 X4 X5 X6 X7

2000
B1 500 2600 1600 1900 3000 1900
Y14

1200
B1 B1
Y13
B1 B1
B2 S2 B2 CB1 CB1
Y12

3000

900
5800
B2 B2
4600

S2 Y11

900
Y12 S2 Y10
B3

900
B2 CB1 B2

1800
Y11

900
B1 B3 B2 B2
Y10 Y9
B3
B3 B1

1800

1800
SK1 B2

B1/MLB S1 B1
B2*
Y9 Y8
B3

1200
B1 DOWN DOWN

1800
B2 S2 B3
B3
Y7
Y8
OPEN TO BELOW

2200
1200
SUNKEN SLAB BY S1 B2
5000

250mm B3 S2 B3
B4
FC
Y7 B2 B2
FC-200x200mm HB2
4-T16DIA. BARS
Y6

2200
T8@200mm C/C
S2

2000
B2

12700
B1 S1 B2
B3 B5 HB1 B5
Y6
Y5
LIFT S2 B1

2000
B1 B5
B2* B5 OPENING

S2 Y5
B5 B3

1500
CB1
6300

B1 B2
B1
Y4
S2
2200

B2 B2
50xDIA.

T1
T1 CB1
B2 B2 Y3
800

B1
Y2 HEAD ROOM ROOF SLAB FRAMING LAYOUT
ALUMINUM PERGOLA ST
1500

(REFER ARCH. FOR LEVELS) EXTRA BARS

04 SCALE 1:100
B1 - 4m BOTTOM BARS - T12@200mm C/C
T1 - TOP BARS - T12@200mm C/C Y1

OWNER

MR.IBRAHIM SULAIMAN SAIF AL SALMANI

USE PLOT No LOCATION

FIRST FLOOR ROOF SLAB FRAMING LAYOUT RESIDENTIAL 929 BARKA
ST AL FELEU
04 SCALE 1:100
DRAWING TITLE No OF FLOORS

FIRST FLOOR& HEADROOM BF+GF+FF

ROOF BEAM AND SLAB
DESIGN BY CHECKED BY DATE
SRI SRI MAY/2023

DRAWN BY APPROVD BY SCALE

SRI YAHYA 1 : 100
PROJECT No SHEET No REV

5/30/2018 10:40:01 AM
NAS 2023 556 ST 04
 SCHEDULE OF FOOTINGS SCHEDULE OF COLUMNS FOR MUNICIPALITY USE

FOOTING DIMENSIONS BOTTOM BARS TOP BARS

P.C.C. IN 'mm' TYPE FOUNDATION
TYPE REMARKS OF TO ABOVE PB
REMARKS
B L D WIDTH LENGTH DEPTH SHORT SPAN LONG SPAN SHORT SPAN LONG SPAN COLUMN UPTO PB LEVEL
F1 100 1400 1400 350 T12@200mm c/c T12@200mm c/c - - -

F2 FROM ALL SIDES OF FOOTINGS 100 1800 1800 400 T12@150mm c/c T12@150mm c/c - - - 40mm
COVER
100mm PROJECTION

F3 100 2100 2100 400 T12@100mm c/c T12@100mm c/c - - - 50 DIA.

PB LEVEL
C1
F4 100 2400 2400 500 T12@100mm c/c T12@100mm c/c - - -
COLUMN SIZE:235/270x535/570mm COLUMN SIZE : 200x500mm
75mm
CF1 100 1200 3600 600 T12@100mm c/c T12@100mm c/c T12@200mm c/c T12@200mm c/c - COVER
VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS
CF2 100 2800 5800 600 T12@100mm c/c T12@100mm c/c T12@200mm c/c T12@200mm c/c -
FEW COLUMNS IN EDGE OF
CF3 100 3000 5000 600 T16@100mm c/c T16@100mm c/c T12@100mm c/c T12@100mm c/c 10-T16 T8@150mm C/C 10-T16 T8@150mm C/C PLOT LIMITS ACCORDINGLY
NEEDS TO MAINTAIN CLEAR COVER
CF4 100 1400 7300 500 T12@100mm c/c T12@100mm c/c T12@100mm c/c T12@100mm c/c

MF1 100 3900 4200 600 T12@100mm c/c T12@100mm c/c T12@100mm c/c T12@100mm c/c

C2
COL. SIZE : 270x570mm COLUMN SIZE : 200x500mm

SCHEDULE OF PLINTH BEAMS VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS

12-T16 T8@150mm C/C 12-T16 T8@150mm C/C

MARK DIMENSION'S BOTTOM REINFORCEMENT TOP REINFORCEMENT
SFR STIRRUPS REMARKS
IN "mm"
ALL THROUGH CURTAIL ALL THROUGH CURTAIL

PB1 200x500 2-T16 1-T16 2-T16 - - T8@200mm C/C

PB2 200x500 2-T16 2-T16 2-T16 2-T16 - T8@200mm C/C C3

COLUMN SIZE : 270x720mm COLUMN SIZE : 200x650mm 40mm
PB3 200x700 2-T16 2-T20 2-T16 2-T20 2-T12 T8@100mm C/C
COVER
VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS
CPB1 200x700 2-T16 - 2-T16 2-T20 2-T12 T8@100mm C/C

14-T16 T8@150mm C/C 14-T16 T8@150mm C/C

50 DIA.
SCHEDULE OF GF SLAB & 1st FLOOR SLAB BEAMS PB LEVEL

MARK DIMENSION'S BOTTOM REINFORCEMENT TOP REINFORCEMENT

SFR STIRRUPS REMARKS 75mm
IN "mm"
ALL THROUGH CURTAIL ALL THROUGH CURTAIL COVER

B1 200x500 3-T16 1-T16 3-T16 - - T8@150mm C/C C4

COLUMN SIZE : 470x470mm COLUMN SIZE : 400x400mm
B2 200x500 3-T16 2-T16 2-T16 2-T16 - T8@150mm C/C

B3 200x700 3-T16 2-T20 3-T16 2-T20 2-T10 T8@100mm C/C VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS

B4 200x800 3-T20 3-T20 2-T20 2-T20 4-T12 T8@100mm C/C 12-T16 T8@150mm C/C 12-T16 T8@150mm C/C

CB1 200x700 3-T16 - 2-T16 2-T20 2-T10 T8@100mm C/C

HB1 200x200 3-T16 - 3-T16 - - T8@200mm C/C

HB2 600x450 4-T16 2-T20 4-T16 2-T20 - T8@100mm C/C

OWNER
C5 MR.IBRAHIM SULAIMAN SAIF AL SALMANI
SCHEDULE OF SLABS COLUMN SIZE : 270x470mm COLUMN SIZE : 200x400mm
USE PLOT No LOCATION
BOTTOM REINFORCEMENT TOP REINFORCEMENT VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS RESIDENTIAL 929 BARKA
TYPE THICKNESS AL FELEU
REMARKS
IN 'mm' SHORT SPAN LONG SPAN SHORT SPAN LONG SPAN 8-T16 T8@150mm C/C 8-T16 T8@150mm C/C DRAWING TITLE No OF FLOORS

S1 150 T10@200mm C/C T10@200mm C/C T10@200mm C/C T10@200mm C/C SCHEDULE BF+GF+FF

S2 200
T12@200mm C/C T12@200mm C/C T12@200mm C/C T12@200mm C/C DESIGN BY CHECKED BY DATE
S3 250 T12@200mm C/C T12@200mm C/C T12@200mm C/C T12@200mm C/C SRI SRI MAY/2023
200 C6
SK1 T10@200mm C/C T10@200mm C/C T10@200mm C/C T10@200mm C/C SUNKEN SLAB
DRAWN BY APPROVD BY SCALE
COL. SIZE : 370x670mm COLUMN SIZE : 300x600mm
SRI YAHYA
VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS
PROJECT No SHEET No REV

5/30/2018 10:37:40 AM
12-T16 T8@150mm C/C 12-T16 T8@150mm C/C NAS 2023 556 ST 05