GENERAL NOTES:

1.THE CONTENTS OF THIS SHEET SHALL NOT BE

COPY,REPRODUCED OR USED WITH OUT WRITEN
PERMISSION.
2.ALL DIMENSION SHOWN IN MILLIMETERS,
UNLES OTHERWISE NOTED.
X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 3.ROOM SIZES ARE IN MILLIMETERS,
CLEAR WALL TO WALL(X&YAXIS).
18400 4.FINISHED GROUND AND FLOOR LEVELS
SHOWN IN MILLIMETERS.
100 2800 4200 4200 1700 700 800 1500 700 1600 100
5.DRAWING NOT TO BE SCALED,WORK TO
FIGURED GIVEN DIAMENSIONS.
6.PREFERERENCE TO BE GIVEN TO DETAILS OVER

+00MM FIN.FLR.LVL.
+450MM FIN.FLR.LVL.
SLOPE: 1:12 SMALER SCALE DRAWINGS.
UP
MD2 UP MS LADDER
244 C/C CM TREAD
1100 34 342
27 EQUAL RISERS 7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION
WITH OTHER RELEVENT STRUCTURAL & MEP

100

100
Y9 Y9
D5 DRAWINGS.
W4 D3

OPEN SHOWER
SWIMMING POOL DECK 1.50 MWIDE STORE

1200
R 11 8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO

384
2200X2200 PUMP ROOM 00

244
2400 1200 5300 1500 CARRYING OUT WORK,ANY DISCREPANCIES SHALL

2400
+ 450MM FIN.FLR.LVL. 2800X2200

35
HANDRAIL ELEC.ROOM R 100 BE REFERRED TO THE ENGINEER.
+150MM FIN.FLR.LVL. 1400X2200

1034
+150MM FIN.FLR.LVL. UP
D3

1400
DN RAMP 1:8

850
Y8 Y8
W5

SWIMMING POOL DECK 1.50 MWIDE

V1

500
SWIMMING POOL DECK 1.50 MWIDE
D2 M/TOILET
1
2300

2300
2200X1550
+430MMLVL AR 07
SD M/CHANGING ROOM

1800
2800X3200

-1050MM FIN.FLR.LVL.
+440MMLVL
SWIMMING POOL
Y7 8000X6000
-350MM FIN.FLR.LVL. M/TOILET Y7
D2 2200X1550

300 300
1100

1100
V1

500
PASSAGE WIDE 1.50 M
OPEN - 2
+ 440MM FIN.FLR.LVL.
Y6 Y6

650
600 300 300 300

1
V1

500
DN AR 05

2100
W5 D2 F/TOILET
14300

14300
2200X1550
2
3400

3400
AR 05 F/CHANGING ROOM

1700
2800X3200
LADDER HANDRAIL
2 HANDLE PIPE 15CM ABOVE WATER
+440MM FIN.FLR.LVL. F/TOILET
2200X1550
+ 450MM FIN.FLR.LVL.
AR 07 D2 +430MM FIN.FLR.LVL.
SWIMMING POOL DECK 1.50 MWIDE
SD V1

500
Y5 Y5

1000
W3 By Engineer.Ghadeer Mohd at 11:18 am, May 22, 2023
1700

D4
1700

1700
D1
OPEN - 1

SD PASSAGE WIDE 1.50 WIDE

500
TOILET V1
F/TOILET 2100X1600
1400X2400

900
Y4 V1 Y4
500

DUCT FOR RAIN WATER PIPE

WAITING AREA D1 D2
900

900
4000X3900 W2
1250

Y3 D4 +450MM FIN.FLR.LVL. RECEPTION Y3

4000X3900
OPEN - 1

M/TOILET

2050
+450MM FIN.FLR.LVL. TREATMENT ROOM JACUZZI HALL
1600

1600
2600X1400 3000X3000 3600X3000
V1
500

+450MM FIN.FLR.LVL. +440MM FIN.FLR.LVL.

MD1
650

Y2 Y2
PROJECT NAME
100 700

100 700
100 2200
W1 W1

1100
Y1 MAIN ENTRANCE Y1 HYDROTHERAPY UNITS
1500

1500

UP 7200X1500
SLOPE: 1:12 +450MM FIN.FLR.LVL. W1 W1

400
OWNER
300 2000 1000 1500 400
300 300

+00MM FIN.FLR.LVL.
600

DUCT FOR RAIN WATER PIPE

FLOWER BED
3200

UP
5900X2200 MINISTRY OF SOCIAL DEVELOPMENT
SLOPE: 1:12 +00MM FIN.FLR.LVL.
3
1500

UP
AR 05
1500 3200
200 900 200 5800 200

USE PLOT No LOCATION

100 2800 4200 4200 1700 700 800 1500 700 1600 100 GOV 290 AL AMERAT
AL AMERAT
18400 DRAWING TITLE No of floors

GROUND FLOOR PLAN GF

X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11
DESIGN BY CHECKED BY DATE
YAHYA YAHYA OCT/2022

AR GROUND FLOOR PLAN DRAWN BY APPROVD BY SCALE

02 SCALE 1:75 ATHUL SULTAN 1 : 75

PROJECT No SHEET No REV
NAS 2022 520 AR 02
 GENERAL NOTES:

1.THE CONTENTS OF THIS SHEET SHALL NOT BE

COPY,REPRODUCED OR USED WITH OUT WRITEN
PERMISSION.
2.ALL DIMENSION SHOWN IN MILLIMETERS,
UNLES OTHERWISE NOTED.
3.ROOM SIZES ARE IN MILLIMETERS,
CLEAR WALL TO WALL(X&YAXIS).
4.FINISHED GROUND AND FLOOR LEVELS
X1 X5 X11 SHOWN IN MILLIMETERS.

18600 5.DRAWING NOT TO BE SCALED,WORK TO

FIGURED GIVEN DIAMENSIONS.

100 11200 7000 300 6.PREFERERENCE TO BE GIVEN TO DETAILS OVER

SMALER SCALE DRAWINGS.

7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION

WITH OTHER RELEVENT STRUCTURAL & MEP

500
DRAWINGS.

100
Y9 Y9
8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
DN CARRYING OUT WORK,ANY DISCREPANCIES SHALL
BE REFERRED TO THE ENGINEER.

slop
e
slope

slope
20CM THICK CONCREATE SLAB
13400

13400

14900
TERRACE

slop
14900

e
+4450MM. ST.LVL. slope

slope
slope

slope
By Engineer.Ghadeer Mohd at 11:19 am, May 22, 2023
slop
e

slope
Y2 slope Y2 PROJECT NAME
700

300 700
HYDROTHERAPY UNITS
Y1 +5450MM. ST.LVL. Y1
700

OWNER

MINISTRY OF SOCIAL DEVELOPMENT

100 11200 7000 300

18600 USE PLOT No LOCATION

COMMERCIAL 290 AL AMRAT
AL AMRAT
X1 X5 X11
DRAWING TITLE No of floors

ROOF PLAN GF

AR ROOF PLAN DESIGN BY CHECKED BY DATE

03 SCALE 1:75 SULTAN YAHYA OCT/2022

DRAWN BY APPROVD BY SCALE

ATHUL SULTAN 1 : 75
PROJECT No SHEET No REV

17/01/2023 10:34:43
NAS 2022 520 AR 03
 EXCHAUST FAN APPROVED PAINT EXCHAUST FAN APPROVED PAINT GRAY TILE NOTE:
+5450.0 +5450.0 GENERAL NOTES:
PARAPET PARAPET
ALL MATERIAL AND PAINT COLOR SHALL

400

400
BE APPROVED BY THE ENGINEER. 1.THE CONTENTS OF THIS SHEET SHALL NOT BE
+4450.0 +4450.0

1000

1000
COPY,REPRODUCED OR USED WITH OUT WRITEN

800

1000
GROUND FLOOR ROOF GROUND FLOOR ROOF
PERMISSION.

200 600 200

2.ALL DIMENSION SHOWN IN MILLIMETERS,
UNLES OTHERWISE NOTED.

1200
3.ROOM SIZES ARE IN MILLIMETERS,
CLEAR WALL TO WALL(X&YAXIS).

800
4.FINISHED GROUND AND FLOOR LEVELS

5450

5450
200
SHOWN IN MILLIMETERS.

4000

4000
5.DRAWING NOT TO BE SCALED,WORK TO
FIGURED GIVEN DIAMENSIONS.

2200
+450.0 +450.0 6.PREFERERENCE TO BE GIVEN TO DETAILS OVER
GROUND FLOOR GROUND FLOOR
SMALER SCALE DRAWINGS.

7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION

450

450
WITH OTHER RELEVENT STRUCTURAL & MEP
+0.0 +0.0 DRAWINGS.
GROUND LVL AR LEFT SIDE ELEVATION GROUND LVL

8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO

04 SCALE 1:80 CARRYING OUT WORK,ANY DISCREPANCIES SHALL
+5450.0 GRAY TILE APPROVED PAINT APPROVED PAINT PAINT +5450.0 BE REFERRED TO THE ENGINEER.
PARAPET PARAPET

400
+4450.0 +4450.0
1000

1000
800
GROUND FLOOR ROOF GROUND FLOOR ROOF

200
5450

5450
4000

4000
+450.0 +450.0
GROUND FLOOR GROUND FLOOR
450

450
+0.0 +0.0
GROUND LVL GROUND LVL

AR RIGHT SIDE ELEVATION

+5450.0 GRAY TILE APPROVED PAINT 04 SCALE 1:80 APPROVED PAINT +5450.0
PARAPET PARAPET
400

+4450.0 +4450.0
1000

1000
GROUND FLOOR ROOF GROUND FLOOR ROOF
By Engineer.Ghadeer Mohd at 11:21 am, May 22, 2023

200
800
5450

5450
200
4000

4000
+450.0 +450.0
GROUND FLOOR GROUND FLOOR

PROJECT NAME
450

450
+0.0 +0.0 HYDROTHERAPY UNITS
GROUND LVL GROUND LVL

BACK SIDE ELEVATION OWNER

AR
PAINT
04 SCALE 1:80
+5450.0 100 200
40MMx50MM 2MM ALUMINUM RAILS APPROVED PAINT GRAY TILE GRAY TILE GRAY TILE +5450.0 MINISTRY OF SOCIAL DEVELOPMENT
PARAPET PARAPET

1000 400
230

230
+4450.0 +4450.0
1000

300
770

GROUND FLOOR ROOF GROUND FLOOR ROOF

USE PLOT No LOCATION
1370

400
COMMERCIAL 290 AL AMRAT
600

AL AMRAT
600

600

DRAWING TITLE No of floors

600
5450

5450
ELEVATIONS GF
4000

4000
150 600 150 DESIGN BY CHECKED BY DATE
2200

SULTAN YAHYA OCT/2022

+450.0 +450.0
900
800

GROUND FLOOR GROUND FLOOR

DRAWN BY APPROVD BY SCALE

160
450

450
+0.0 +0.0 ATHUL SULTAN 1 : 80
GROUND LVL GROUND LVL

AR FRONT SIDE ELEVATION WATER FALLS PROJECT No SHEET No REV

17/01/2023 10:35:06
NAS 2022 520 AR 04
04 SCALE 1:80
 TILE FINISH GENERAL NOTES:
1000 GAUGE GEOTEXTILE MEMBRANE
1.THE CONTENTS OF THIS SHEET SHALL NOT BE
50 THK. INSULATION
COPY,REPRODUCED OR USED WITH OUT WRITEN
PERMISSION.
WATER PROOFING MEMBRANE 2.ALL DIMENSION SHOWN IN MILLIMETERS,
WITH 150 MIN. LAPS
UNLES OTHERWISE NOTED.
CONC. SPEED 1:2:4, LAID TO FALL 1:100 1500 400 3.ROOM SIZES ARE IN MILLIMETERS,
+5450.0 EXCHAUST FAN EXCHAUST FAN +5450.0 CLEAR WALL TO WALL(X&YAXIS).
STRUCTURAL ROOF SLAB
PARAPET PARAPET 4.FINISHED GROUND AND FLOOR LEVELS

400

400
SHOWN IN MILLIMETERS.
+4450.0 +4450.0 5.DRAWING NOT TO BE SCALED,WORK TO
1000

1000
GROUND FLOOR ROOF GROUND FLOOR ROOF FIGURED GIVEN DIAMENSIONS.
6.PREFERERENCE TO BE GIVEN TO DETAILS OVER
SMALER SCALE DRAWINGS.

7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION

WITH OTHER RELEVENT STRUCTURAL & MEP
DRAWINGS.
5450

5450
4000

4000
8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
CARRYING OUT WORK,ANY DISCREPANCIES SHALL
BE REFERRED TO THE ENGINEER.
SS HANDRAIL

+450.0
GROUND FLOOR
+0.0
450

450
GROUND LVL

-1050.0 -1050.0
1050

1050
POOL BASE FLOOR FINISH POOL BASE

50mm SCREED

CONCRETE SLAB
1500 1200 5300 1500
1000 GAUGE POLYTHENE SHEET

8000
ANTI TERMITE TREAMENT

50mm THK. SAND BED

AR SECTION 2 15mm THK. HARD CORE

05 SCALE 1:75 COMPACTED EARTH FILLING

TILE FINISH

1000 GAUGE GEOTEXTILE MEMBRANE Y2

50 THK. INSULATION

WATER PROOFING MEMBRANE

By Engineer.Ghadeer Mohd at 11:21 am, May 22, 2023
WITH 150 MIN. LAPS

CONC. SPEED 1:2:4, LAID TO FALL 1:100

+5450.0 +5450.0 +5450.0

PARAPET
STRUCTURAL ROOF SLAB PARAPET
PARAPET

+4450.0 +4450.0 +4450.0

1000
1000

1000
GROUND FLOOR ROOF
GROUND FLOOR ROOF GROUND FLOOR ROOF

600 600
PROJECT NAME
LOCKERS HYDROTHERAPY UNITS

5450
5450

5450
80MM DIA SS HANDRAIL
4000

4000
60MM DIA SS HANDRAIL
1.5M WALL TILE OWNER

2800
+450.0 450 60 300 150 +450.0
GROUND FLOOR GROUND FLOOR
+450.0 MINISTRY OF SOCIAL DEVELOPMENT
GROUND FLOOR
650

+0.0 +0.0

450
600
450

450
GROUND LVL GROUND LVL

+0.0
USE PLOT No LOCATION
1500
400

GROUND LVL

-1050.0 -1050.0
1050

1050
COMMERCIAL 290 AL AMRAT
200 400

POOL BASE FLOOR FINISH POOL BASE

AL AMRAT
400

50mm SCREED
DRAWING TITLE No of floors
CONCRETE SLAB
1500 5300 1200 AR SECTION 3
1000 GAUGE POLYTHENE SHEET SECTION 2 GF
8000
05 SCALE 1:75
ANTI TERMITE TREAMENT
DESIGN BY CHECKED BY DATE
50mm THK. SAND BED
SULTAN YAHYA OCT/2022
15mm THK. HARD CORE
AR SECTION 1 DRAWN BY APPROVD BY SCALE
COMPACTED EARTH FILLING
05 SCALE 1:75 ATHUL SULTAN 1 : 75
PROJECT No SHEET No REV

17/01/2023 10:35:22
NAS 2022 520 AR 05
 1000 3300 GENERAL NOTES:
3500
1600 1.THE CONTENTS OF THIS SHEET SHALL NOT BE
1000
COPY,REPRODUCED OR USED WITH OUT WRITEN
FIXED GLASS FIXED GLASS FIXED GLASS FIXED GLASS PERMISSION.
2.ALL DIMENSION SHOWN IN MILLIMETERS,
UNLES OTHERWISE NOTED.
2800

2800

2800
3.ROOM SIZES ARE IN MILLIMETERS,

2200

2200
FIXED GLASS FIXED GLASS FIXED GLASS CLEAR WALL TO WALL(X&YAXIS).
FIXED GLASS
4.FINISHED GROUND AND FLOOR LEVELS
FFL SHOWN IN MILLIMETERS.
5.DRAWING NOT TO BE SCALED,WORK TO
FIGURED GIVEN DIAMENSIONS.

W1 W2 MD1 MD2 6.PREFERERENCE TO BE GIVEN TO DETAILS OVER

W3
SMALER SCALE DRAWINGS.

* 12 MM TEMPERED GLASS IN HEAVY DUTY UPVC FRAME * DOUBLE LEAF HEAVY DUTY UPVC DOOR 7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION
* 12 MM TEMPERED GLASS IN HEAVY DUTY * 12 MM TEMPERED GLASS IN HEAVY DUTY UPVC FRAME * 12 MM TEMPERED GLASS IN HEAVY DUTY ALUMINUM FRAME WITH OTHER RELEVENT STRUCTURAL & MEP
UPVC FRAME * WITH AUTOMATIC SLIDING DOOR 2400X2700MM * WITH 12 MM TEMPERED GLASS . DRAWINGS.
* HEAVY DUTY UPVC WINDOW * HEAVY DUTY UPVC WINDOW
* HEAVY DUTY ALUMINUM WINDOW * LOCKING SYSTEM * HEAVY DUTY DOOR CLOSER 8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
* LOCATION * LOCATION CARRYING OUT WORK,ANY DISCREPANCIES SHALL
* LOCATION * TWO SIDE SLIDING * DOUBLE LEAF BE REFERRED TO THE ENGINEER.
TREATMENT ROOM RECEPTION AREA,WAITING HALL
RECEPTION,WAITING AREA,JACUZZI HALL & * LOCATION * LOCATION
TRAETMENT ROOM
MAIN ENTRANCE SWIMMING POOL DECK

6000 3500

500 1500 4000

1200
800

800

FIXED GLASS FIXED GLASS FIXED GLASS FIXED GLASS

1200
2600

2600

2600
2400

2400

1400
FFL

W4 W5 SD V1
OPEN- 1 OPEN- 2
SHUTTER : BOTTOM HINGED INWARD OPENING UPVC SHUTTERS
*12 MM TEMPERED GLASS IN HEAVY DUTY ALUMINUM FRAME * 12 MM TEMPERED GLASS IN HEAVY DUTY
WITH PANELS AND FLY MESH
UPVC FRAME
* SHUTTER : BOTTOM HINGED INWARD OPENING UPVC SHUTTERS WITH PANELS AND FLY MESH By Engineer.Ghadeer Mohd at 11:23 am, May 22, 2023
GLAZED PANEL : 6 MM. PLATE GLASS,6MM. AIR GAP&6 MM. PLATE GLASS
* WITH AUTOMATIC SLIDING DOOR 2400X2700MM
SOLID PANEL : NIL
* 12 MM TEMPERED GLASS IN HEAVY DUTY UPVC FRAME
* LOCKING SYSTEM
FLY MESH : REMOVABLE DOUBLE MESH FLY SCREEN AS PER APPROVAL
* HEAVY DUTY UPVC WINDOW
* ONE SIDE SLIDING
WINDOW FRAME : POWDER COATED ALUMINUM
* WITH EXCHAUST FAN
* LOCATION
FINISH : WHITE POWDER COATED
* LOCATION
WINDOW GRILLE : NIL
RECEPTION
SPECIAL FEATURES: COMPLETE WITH BOTTOM HINGES & CATCHES
SWIMMING POOL AREA

PROJECT NAME
1000 1000 1000 800
800 HYDROTHERAPY UNITS

OWNER

125
. 00°
2200

2200

2200

2200

2200
MINISTRY OF SOCIAL DEVELOPMENT

FFL

USE PLOT No LOCATION

D1 D2 D3 D4 D5 COMMERCIAL 290 AL AMRAT
AL AMRAT

* 1 HOUR FIRE RETARDENT DRAWING TITLE No of floors

* SINGLE LEAF HEAVY DUTY WPC * SINGLE LEAF HEAVY DUTY WPC DOOR FRAME & JAMB * SINGLE LEAF HEAVY DUTY WPC DOOR FRAME & JAMB * SINGLE LEAF HEAVY DUTY WPC DOOR FRAME & JAMB
DOOR FRAME & JAMB * SOLID CORE FLUSH DOOR TYPE DOOR AND WINDOW GF
* 100x80 WHITE POWDER COATED R.H.S. ALUM. FIN. ON SUB-PANEL * 100x80 WHITE POWDER COATED R.H.S. (RECTANGULAR HOLLOW SECTION) * 100x80 WHITE POWDER COATED R.H.S. (RECTANGULAR HOLLOW SECTION)
* 100x80 WHITE POWDER COATED R.H.S. WPC.FIN. ON SUB-PANEL WPC. FIN. ON SUB-PANEL * SINGLE LEAF
(RECTANGULAR HOLLOW SECTION) ALUM. * 100x80 WHITE POWDER COATED R.H.S. DESIGN BY CHECKED BY DATE
FIN. ON SUB-PANEL * HEAVY DUTY DOOR CLOSER * HEAVY DUTY DOOR CLOSER * 54mm THK. SHUTTER WITH INSULATION SULTAN YAHYA OCT/2022
* SINGLE LEAF
* HEAVY DUTY DOOR CLOSER * SINGLE LEAF * SINGLE LEAF * HARD`MW'JAMB,FRAME AND ARCHITRAVE
* LOCATION DRAWN BY APPROVD BY SCALE
* SINGLE LEAF * LOCATION * LOCATION * HEAVY DUTY DOOR CLOSER ATHUL SULTAN 1 : 60
HANDICAPPED TOILET
* LOCATION STORE & PUMP ROOM TOILETS * EPOXY PAINT
PROJECT No SHEET No REV

17/01/2023 10:35:31
CHANGING ROOM,JACUZZI HALL&TREATMENT ROOM * LOCATION NAS 2022 520 AR 06
ELECTRICAL ROOM
 +5450.0
PARAPET GENERAL NOTES:

1.THE CONTENTS OF THIS SHEET SHALL NOT BE

COPY,REPRODUCED OR USED WITH OUT WRITEN
PERMISSION.

1000
2.ALL DIMENSION SHOWN IN MILLIMETERS,
+4450.0 UNLES OTHERWISE NOTED.
GROUND FLOOR ROOF

3.ROOM SIZES ARE IN MILLIMETERS,

CLEAR WALL TO WALL(X&YAXIS).
4.FINISHED GROUND AND FLOOR LEVELS
SHOWN IN MILLIMETERS.
5.DRAWING NOT TO BE SCALED,WORK TO
FIGURED GIVEN DIAMENSIONS.
6.PREFERERENCE TO BE GIVEN TO DETAILS OVER
SMALER SCALE DRAWINGS.

7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION

WITH OTHER RELEVENT STRUCTURAL & MEP
DRAWINGS.

5450
8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO

4000
CARRYING OUT WORK,ANY DISCREPANCIES SHALL
BE REFERRED TO THE ENGINEER.

760
1600
750

750

700
+450.0

480
GROUND FLOOR

+0.0

450
GROUND LVL

10MM DROP IN FLOOR FINISH

2400
TOILET
AR HADICAPPED TOILET SECTION 1400X2400
02 SCALE 1:35
+440MMLVL

FAUCET @400MM
VERTICAL GRAB RAIL @800MM AFFL HORIZONTAL GRAB RAIL @700MM AFFL
600MM LONG STAINLES STEEL 600MM LONG STAINLES STEEL

WASH BASIN@750MM AFFL FAUCET @400MM By Engineer.Ghadeer Mohd at 11:22 am, May 22, 2023
700 700

PROJECT NAME
HYDROTHERAPY UNITS
10MM DROP IN FLOOR FINISH 1400
OWNER

H.BATH
1550

+440MMLVL
2200X1550 AR TOILET DETAILS
MINISTRY OF SOCIAL DEVELOPMENT

02 SCALE 1:15
+430MMLVL
3
AR 07
USE PLOT No LOCATION
COMMERCIAL 290 AL AMRAT
AL AMRAT
DRAWING TITLE No of floors

TOILET DETAILS GF

DESIGN BY CHECKED BY DATE

SULTAN YAHYA OCT/2022
FOLDING TYPE GRABE RAIL @750 AFFL VERTICAL GRAB RAIL @800MM AFFL
770MM LONG STAINLES STEEL 600MM LONG STAINLES STEEL DRAWN BY APPROVD BY SCALE
ATHUL SULTAN As indicated
AR HADICAPPED TOILET DETAILS
PROJECT No SHEET No REV

17/01/2023 10:35:41
02 SCALE 1:15 NAS 2022 520 AR 07
 Muscat municipality
General Directorate
of Technical Affairs
Building Permits Department
Approved as per the issued permit
Building facade to be painted in white colour only
- The project contractor and the supervision
consultant must construct the project as
per the approved drawings and comply with
conditional approvals, local and internation-
al approved regulations during construc-
tion.
- The design consultant, the supervision
consultant and the project contractor takes
full responsibility, each on their scope,
towards the safety of the building, the data
provided in this approval, the attachment of
correct documents, the compliance of the
attached designs with the local order
number 23/92, laws, regulations, circulars,
and krooki requirements, and the provision
of other authorities approvals, specifica-
tions and guidelines without conflict with
the approved drawings from this directo-
rate.
- The project contractor and the supervision
consultant are committed to provide the
required safety of the buildings, the neigh-
boring services as well as considering the
soil nature and the structural effects on the
surrounding environment.
- If the plot is nearby a mountain (Jabal) or a
valley (Wadi), the supervision consultant
must provide a detailed study on the Jabal
cutting or the required protection towards
the Wadi side prior to construction.
- The project contractor and the supervision
consultant must return to this directorate
prior to construction in case of a technical
issue is occurred which constrain construc-
tion and when the approved drawings does
not match with other approved drawings or
with the existing plot conditions.
By Eng.Amal Said AlBahri at 12:41 pm, May 23, 2023
By Eng.Amal Said AlBahri at 12:41 pm, May 23, 2023
 Muscat municipality
General Directorate
of Technical Affairs
Building Permits Department
Approved as per the issued permit
Building facade to be painted in white colour only
- The project contractor and the supervision
consultant must construct the project as
per the approved drawings and comply with
conditional approvals, local and internation-
al approved regulations during construc-
tion.
- The design consultant, the supervision
consultant and the project contractor takes
full responsibility, each on their scope,
towards the safety of the building, the data
provided in this approval, the attachment of
correct documents, the compliance of the
attached designs with the local order
number 23/92, laws, regulations, circulars,
and krooki requirements, and the provision
of other authorities approvals, specifica-
tions and guidelines without conflict with
the approved drawings from this directo-
rate.
- The project contractor and the supervision
consultant are committed to provide the
required safety of the buildings, the neigh-
boring services as well as considering the
soil nature and the structural effects on the
surrounding environment.
- If the plot is nearby a mountain (Jabal) or a
valley (Wadi), the supervision consultant
must provide a detailed study on the Jabal
cutting or the required protection towards
the Wadi side prior to construction.
- The project contractor and the supervision
consultant must return to this directorate
prior to construction in case of a technical
issue is occurred which constrain construc-
tion and when the approved drawings does
not match with other approved drawings or
with the existing plot conditions.
By Eng.Amal Said AlBahri at 12:41 pm, May 23, 2023
 Muscat municipality
General Directorate
of Technical Affairs
Building Permits Department
Approved as per the issued permit
Building facade to be painted in white colour only
- The project contractor and the supervision
consultant must construct the project as
per the approved drawings and comply with
conditional approvals, local and internation-
al approved regulations during construc-
tion.
- The design consultant, the supervision
consultant and the project contractor takes
full responsibility, each on their scope,
towards the safety of the building, the data
provided in this approval, the attachment of
correct documents, the compliance of the
attached designs with the local order
number 23/92, laws, regulations, circulars,
and krooki requirements, and the provision
of other authorities approvals, specifica-
tions and guidelines without conflict with
the approved drawings from this directo-
rate.
- The project contractor and the supervision
consultant are committed to provide the
required safety of the buildings, the neigh-
boring services as well as considering the
soil nature and the structural effects on the
surrounding environment.
- If the plot is nearby a mountain (Jabal) or a
valley (Wadi), the supervision consultant
must provide a detailed study on the Jabal
cutting or the required protection towards
the Wadi side prior to construction.
- The project contractor and the supervision
consultant must return to this directorate
prior to construction in case of a technical
issue is occurred which constrain construc-
tion and when the approved drawings does
not match with other approved drawings or
with the existing plot conditions.
By Eng.Amal Said AlBahri at 12:41 pm, May 23, 2023
By Eng.Amal Said AlBahri at 12:41 pm, May 23, 2023
 GENERAL NOTES:
X1 X3 X4 X5 X6 X7 X8 X9 X10 X11
1.THE CONTENTS OF THIS SHEET SHALL NOT BE
COPY,REPRODUCED OR USED WITH OUT WRITEN
X2 PERMISSION.
18400 2.ALL DIMENSION SHOWN IN MILLIMETERS,
UNLES OTHERWISE NOTED.
100 2800 4200 2200 2000 1700 700 800 1500 700 1600 100
3.ROOM SIZES ARE IN MILLIMETERS,
CLEAR WALL TO WALL(X&YAXIS).
2 4.FINISHED GROUND AND FLOOR LEVELS
2
SHOWN IN MILLIMETERS.
5.DRAWING NOT TO BE SCALED,WORK TO
100

100
Y9 Y9 FIGURED GIVEN DIAMENSIONS.
PB3 PB3 PB3 PB3 6.PREFERERENCE TO BE GIVEN TO DETAILS OVER
SMALER SCALE DRAWINGS.
+0.34m SSL
2400

2400
PB3 +0.35m SSL PB1 +0.05m SSL PB1 +0.05m SSL PB2 7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION
WITH OTHER RELEVENT STRUCTURAL & MEP
DRAWINGS.
PB2 PB3 PB3
Y8 Y8 8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
CARRYING OUT WORK,ANY DISCREPANCIES SHALL
BE REFERRED TO THE ENGINEER.
+0.33m SSL

6 6 +0.34m SSL PB1

3400

3400
PB2 PB3
+0.34m SSL PB3
Y7 Y7

Y6 PB3 Y6
4 4 PB3

+0.33m SSL
14300

14300
PB2 +0.34m SSL
PB3
5 5 150mm THK. GRADE SLAB
3400

3400
WITH BRC A-252 MESH
PB2 PB1
PB2
+0.34m SSL
PB3 PB3 PB2 PB3
Y5 Y5
1700

1700
PB2 PB1 Q Q
PB1
Y4 Y4 By Eng.Amal Said AlBahri at 10:00 am, Jun 05, 2023
PB3 PB3 +0.35m SSL PB1 +0.35m SSL PB2 PB3
900

900
150mm THK. GRADE SLAB
Y3 PB3 Y3
WITH BRC A-252 MESH
PB3 PB3
+0.35m SSL +0.35m SSL
PB2
1600

1600
150mm THK. GRADE SLAB 150mm THK. GRADE SLAB
1 WITH BRC A-252 MESH WITH BRC A-252 MESH
PB2 PB2 PB2
Y2 Y2
Q
100700

100 700
PB2 PB2
Y1 Y1
RAMP
+0.35m SSL Q

SBW PROJECT NAME

SBW FOR SECTIONS REFER SHEET NO. ST-06
HYDROTHERAPY UNITS
3 3 1

RAMP SBW
OWNER
2 2
X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11

100 2800 4200 4200 1700 700 800 1500 700 1600 100 MINISTRY OF SOCIAL DEVELOPMENT

18400

USE PLOT No LOCATION

GRADE SLAB 100mm AL AMERAT
GOV 290
+350mm ssl. AL AMERAT
DRAWING TITLE No of floors
ST PLINTH BEAM PLAN
SBW
PLINTH BEAMS GF
03 SCALE 1:75 Plinth beam

100
DESIGN BY CHECKED BY DATE
SRI SRI JUNE/2023

1000 GUAGE 95% COMPACTION DRAWN BY APPROVD BY SCALE

POLYTHENE
SHEET SRI SULTAN As indicated
PROJECT No SHEET No REV
SECTION 1-1
NAS 2022 520 ST 03
 GENERAL NOTES:
X1 X2 X3 X4 X5 X6 X8 X11
1.THE CONTENTS OF THIS SHEET SHALL NOT BE
2800 4200 2200 2000 1700 1500 3800 COPY,REPRODUCED OR USED WITH OUT WRITEN
PERMISSION.
2.ALL DIMENSION SHOWN IN MILLIMETERS,
UNLES OTHERWISE NOTED.
3.ROOM SIZES ARE IN MILLIMETERS,
CLEAR WALL TO WALL(X&YAXIS).
300 4.FINISHED GROUND AND FLOOR LEVELS
300
C4 C1 SHOWN IN MILLIMETERS.

100

100

100

100

100
Y9 Y9 5.DRAWING NOT TO BE SCALED,WORK TO
C4 C4 FIGURED GIVEN DIAMENSIONS.
C4
1400 600
100 400 6.PREFERERENCE TO BE GIVEN TO DETAILS OVER
8400 SMALER SCALE DRAWINGS.
2400

2400
100 7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION
WITH OTHER RELEVENT STRUCTURAL & MEP
RW DRAWINGS.
1000

C4 C2 C2

100

100

100
8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
Y8 Y8 CARRYING OUT WORK,ANY DISCREPANCIES SHALL
BE REFERRED TO THE ENGINEER.
500
100
2300

2300
200

C4 RW RW
6300

Y7 Y7
1100

1001100
100
C2 C3

100
Y6 Y6
1400

100 600
1900

RW
3400

3400
C4 400
C4
C5 C5 C2 C1
100

100

100

100
Y5 Y5

200
100

100 200 400

By Eng.Amal Said AlBahri at 10:00 am, Jun 05, 2023
250 600

C1
4200

4200
100

2100
PROJECT NAME
C2 HYDROTHERAPY UNITS
C1 C2

Y2 Y2
100

100

100

OWNER
C2 C2 C2
700

100 700
Y1 100 100 100 Y1
100

100
MINISTRY OF SOCIAL DEVELOPMENT

100 100 100

USE PLOT No LOCATION

GOV 290 AL AMERAT
2800 4200 2200 2000 1700 1500 3800
AL AMERAT
DRAWING TITLE No of floors

X1 X2 X3 X4 X5 X6 X8 X11 COLUMNS LOCATION GF

ST COLUMNS PLAN DESIGN BY CHECKED BY DATE

02 SRI SRI JUNE/2023

SCALE 1:60
DRAWN BY APPROVD BY SCALE
SRI SULTAN 1 : 60
PROJECT No SHEET No REV
NAS 2022 520 ST 02
 GENERAL NOTES:
X1 X2 X3 X4 X5 X6 X8 X11
1.THE CONTENTS OF THIS SHEET SHALL NOT BE
2800 4200 2200 2000 1700 1500 3800 COPY,REPRODUCED OR USED WITH OUT WRITEN
PERMISSION.
2.ALL DIMENSION SHOWN IN MILLIMETERS,
UNLES OTHERWISE NOTED.
3.ROOM SIZES ARE IN MILLIMETERS,
CLEAR WALL TO WALL(X&YAXIS).
300 4.FINISHED GROUND AND FLOOR LEVELS
300
C4 C1 SHOWN IN MILLIMETERS.

100

100

100

100

100
Y9 Y9 5.DRAWING NOT TO BE SCALED,WORK TO
C4 C4 FIGURED GIVEN DIAMENSIONS.
C4
1400 600
100 400 6.PREFERERENCE TO BE GIVEN TO DETAILS OVER
8400 SMALER SCALE DRAWINGS.
2400

2400
100 7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION
WITH OTHER RELEVENT STRUCTURAL & MEP
RW DRAWINGS.
1000

C4 C2 C2

100

100

100
8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
Y8 Y8 CARRYING OUT WORK,ANY DISCREPANCIES SHALL
BE REFERRED TO THE ENGINEER.
500
100
2300

2300
200

C4 RW RW
6300

Y7 Y7
1100

1001100
100
C2 C3

100
Y6 Y6
1400

100 600
1900

RW
3400

3400
C4 400
C4
C5 C5 C2 C1
100

100

100
Y5 Y5

200
100

100 400
By Eng.Amal Said AlBahri at 11:58 am, Jun 13, 2023
200
250 600

C1
4200

4200
100

2100
PROJECT NAME
C2 HYDROTHERAPY UNITS
C1 C2

Y2 Y2
100

100

100

OWNER
C2 C2 C2
700

100 700
Y1 100 100 100 Y1
100

100
MINISTRY OF SOCIAL DEVELOPMENT

100 100 100

USE PLOT No LOCATION

GOV 290 AL AMERAT
2800 4200 2200 2000 1700 1500 3800
AL AMERAT
DRAWING TITLE No of floors

X1 X2 X3 X4 X5 X6 X8 X11 COLUMNS LOCATION GF

ST COLUMNS PLAN DESIGN BY CHECKED BY DATE

02 SRI SRI JUNE/2023

SCALE 1:60
DRAWN BY APPROVD BY SCALE
SRI SULTAN 1 : 60
PROJECT No SHEET No REV
NAS 2022 520 ST 02
 GENERAL ARCHITECTURAL NOTES:
1. THESE DRAWINGS ARE COPYRIGHT AND PROPERTY OF NAS
ENGINEERING CONSULTANCY AND IT SHOULD NOT BE
REPRODUCED IN ANYWAY WITHOUT THE WRITTEN PERMISSION OF

200(TYP.)
THE SAID CONSULTANCY.
200 THK. RAMP 2. ALL DRAWINGS TO BE THROUGHLY CHECKED BY THE
CONTRACTOR BEFORE START OF WORK. DISCREPANCIES IF ANY
WITH T10@200C/C T&B BOTH SHOULD BE BROUGHT TO THE NOTICE OF THE SUPERVISING
WAYS CONSULTANTS FOR CLARIFICATIONS.
200 THK. WALL 3. DO NOT SCALE THESE DRAWINGS. ONLY WRITTEN DIMENSIONS
+ 0.00 FGL ARE TO BE FOLLOWED.
200 THK. RAMP 4. ALL DIMENSIONS ARE IN MILLIMETRES ONLY, UNLESS
WITH T10@200C/C T&B BOTH WAYS OTHERWISE INDICATED.
200 5. ALL DIMENSIONS LEVELS AND / OR HTS. INDICATED ON THESE
12mm FILLER BOARD DRAWINGS ARE OF FINISHED SURFACES.
400 150 THK. SUSPENDED GRADE SLAB
6. PLINTH LEVEL TO BE ESTABLISHED AT SITE ON CONSULTATION
WITH BRC A-252 MESH
WITH THE ARCHITECT / ENGINEER. MINIMUM BEING WHAT IS

200
RAMP SSL VERIES SHOWN ON THESE DRAWINGS.
+0.35 SSL
7. ALL WORKS TO BE CARRIED OUT STRICTLY IN ACCORDANCE
WITH THESE DRAWINGS AND ACCOMPANYING DOC CHANGES IF
T10@200 C/C PLINTH BEAM ANY WOULD BE INSTRUCTED AND OR APPROVED BY THE
AS PER SCH. ARCHITECT / ENGINEER.
100mm RUBBLE PACKING +0.00 FGL 8. WHENEVERH PROPREITARY MATERIALS ARE SPECIFIED, THEY

525
T10
300 SHALL BE EMPLOYED STRICTLY IN ACCORDANCE WITH

100
AMNUFACTURERS RECOMMENDATIONS.
+ 0.150 FGL 2 COATS OF BITUMINOUS PAINT (TYP) 9. ALL MATERIALS USED SHALL COMPLY WITH RELEVANT OMANI
WELL COMPACTED EARTH UP 25 STANDARDS. IN ABSENCE OF OMANI STANDARDS IT SHALL
T12@200 C/C(V) 100mm THK. P.C.C (TYP) COMPLY WITH RELEVANT OR EQUIVALENT INTERNATIONAL
TO 95% S.P.D. 100mm RUBBLE PACKING STANDARDS, SAMPLES / TRADE LITERATURE SHALL BE SUBMITTED
BOTH FACE. 1000 g POLYETHENE SHEET.(TYP.)
TO THE CONSULTANT FOR THEIR APPROVAL BEFORE EMPLOYING
T10@200 C/C(H) WELL COMPACTED EARTH UP WELL COMPACTED EARTH
SECTION 2-2 (RAMP END) BOTH FACE

4-T12
TO 95% S.P.D. ± NGL (VARIES) UP TO 95% S.P.D.
2 COATS OF BITUMINOUS PAINT
ANY MATERIALS ON SITE.

PURPOSE OF SUBMISSION BY

300
(TYP) REV NO. DATE
0

UPTO FOUNDATION LEVEL.

4-T12 04 - 06 - 2023 ISSUED TO MUNICIPALITY FOR APPROVAL SRI
-0.50 m LEVEL 200THK SOLID

100
BLOCK WALL

T10@150 C/C TOP AND

12mm FILLER BOARD 12mm FILLER BOARD

BOTTOM 225 200 225
150 THK. SUSPENDED GRADE SLAB 650
+0.35 SSL WITH BRC A-252 MESH 2 COATS OF BITUMINOUS PAINT (TYP)
1000 g POLYETHENE SHEET.(TYP.)

PLINTH BEAM
2 COATS OF BITUMINOUS PAINT (TYP) SECTION 3-3 100MM THK. P.C.C

AS PER SCH.
100mm THK. P.C.C (TYP) 1000 g POLYETHENE SHEET.(TYP.)
2 COATS OF BITUMINOUS PAINT (TYP) 1000 g POLYETHENE SHEET.(TYP.) WELL COMPACTED EARTH UP TO 95% S.P.D.
WELL COMPACTED EARTH
UP TO 95% S.P.D.
100MM THK. P.C.C

1000 g POLYETHENE SHEET.(TYP.)

2 COATS OF BITUMINOUS PAINT (TYP) SECTION 4-4
(TYPICAL EXTERNAL WALL DETAIL)

SECTION 5-5
(TYPICAL INTERNAL WALL DETAIL)

40 COVER 40 COVER

12mm FILLER BOARD

A-252 BRC MESH

150mm THICK GRADE SLAB

GROUND LEVEL
200

PLINTH BEAM REFER

SCHEDULE FOR
DETAILS
35 35
By Eng.Amal Said AlBahri at 10:28 am, Jun 08, 2023
FGL 1000 g POLYETHENE SHEET.(TYP.)

MIN. 2 COATS OF BITUMINOUS PAINT (TYP.)

100

LOWEST NGL 50mm THK. P.C.C (TYP)

WELL COMPACTED EARTH
UPTO 95% S.P.D. T12@150c/c T12@150c/c
1000

1000
75mm COVER
MIN. 2 COATS OF
BITUMINOUS PAINT (TYP.)
T12@150c/c 200 400 CLIENT NAME :
+0.35m SSL
MIN 2000 BELOW LOWEST NATURAL GROUND LEVEL

1000 g POLYETHENE SHEET (TYP.)

COLUMN TIES.
400 200

200
200

TOP BARS
(SHORT BARS) MAIN REINFORCEMENT.

(LONG BARS)
MN
IS
I TRYOFSOCA
I LDEVELOPMENT
KICKER 75

25x25mm CHAMFER
(TYP.) 4-T12 4-T12
T12@150c/c Y12@150c/c
`THICKNESS VARIES AS PER SCH.
75

ARCH. (1.5m)
BOTTOM BARS Y-12(TYP)*
PROJECT PLOT NO.
(SHORT BARS)

AS PER
(LONG BARS) 1497
T12@150c/c T12@150c/c
BOT. OF FOOTING 1000 GAUGE POLYTHENE HYDROTHERAPY UNITS
75

AL BURAIMI AL BURAIMI
* T12 EDGE REINFORCEMENT
100 `B` 100 APPLICABLE WHERE NO TOP REINFORCEMENT
200mm SOLID BLOCK WORK ALL AROUND
T12@100mmc/c T12@100mmc/c DRAWING TITLE
MIN. 2 COATS OF BITUMINOUS PAINT (TYP.) WATER STOPPER
SECTION -1 3 COATS OF BITUMEN PAINT
100mm THK. P.C.C (TYP)
100 300

300
763.8102

1000 g POLYETHENE SHEET.(TYP.)

WELL COMPACTED EARTH
WATER STOPPER
-1.15m T.O.C
100
--
1

763.8102

UPTO 95% S.P.D. SECTION DETAILS

350

CL OF FOOTING / COL.
100 100
100

P.C.C LINE
FOOTING LINE 100 mm P.C.C 100 mm P.C.C -1.60m B.O.C
CONSULTANT
EQUAL

REINF. - `D`
100

(TOP)
1000 GAUGE POLYTHENE 1000 GAUGE POLYTHENE
REINF. - `A`

REINF. - `C`
(BOTT.)

(TOP.)

C
`B`

L OF FOOTING / COL.
SWIMMING POOL DETAILS
EQUAL

REINF. - `B`
SECTION 6-6
(BOTT.)
100

EQUAL EQUAL

100 `L` 100

DESIGNED BY DRAWN BY CHECKED BY SCALE DATE

SRI SRI SRI 1:100 04-06-2023

PLAN.
JOB NO. DRAWING NO.

TYP. COLUMN AND FOOTING DETAILS NAS-2022-520 SHT- ST 06 / 06

 X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 GENERAL NOTES:

18200 1.THE CONTENTS OF THIS SHEET SHALL NOT BE

COPY,REPRODUCED OR USED WITH OUT WRITEN
2800 4200 2200 2000 1700 700 800 1500 700 1600 PERMISSION.
2.ALL DIMENSION SHOWN IN MILLIMETERS,
2 UNLES OTHERWISE NOTED.
B3 B3 B3 B2 3.ROOM SIZES ARE IN MILLIMETERS,
Y9 Y9 CLEAR WALL TO WALL(X&YAXIS).
BEAM AS PER
T2 2 T2 SCHEDULE ROOF SLAB 4.45m SSL 4.FINISHED GROUND AND FLOOR LEVELS
SHOWN IN MILLIMETERS.
2 2
2400

B2

2400
B1-T16@200mm C/C B3 5.DRAWING NOT TO BE SCALED,WORK TO
S1 FIGURED GIVEN DIAMENSIONS.
10000

6.PREFERERENCE TO BE GIVEN TO DETAILS OVER

600
T1 B2 B2 SMALER SCALE DRAWINGS.
7000

Y8 B3 Y8
T12@200
2 7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION
WITH OTHER RELEVENT STRUCTURAL & MEP
SLAB AS PER DRAWINGS.
2300

2300

200
SCH.
B2 S1 8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
S2
2

B2 CARRYING OUT WORK,ANY DISCREPANCIES SHALL

9000
BE REFERRED TO THE ENGINEER.
Y7 T2 Y7
T10@200
B1-T16@200mm C/C
1100

1100

800
B3 B1
Y6 S1 Y6
T12@200
11000

B3
14100

14100
AS PER SCHEDULE

200
2 2
3400

3400
B2 S1 B2

3 3 T10@200
T1 T1 B3 BLOCK WORK
B3 B3 B3
Y5 Y5
1700

1700
B2

Y4 Y4 SEC 2-2
900

900
B2 S1 B1 S1 B1 S1 S1 S1
B3 B2
Y3 Y3

B2
1600

1600
1

B4/B2** B4/B2** B4/B2**

Y2 Y2 By Eng.Amal Said AlBahri at 11:58 am, Jun 13, 2023
700

700
B4 B4/B2**
CB1* S1 S1 S1
Y1 Y1
CB1* CB1* CB1*
B2** - @5.45m LEVEL
B2* B2* 1 B2* B2*
CB1* & B2* - @3.45m LEVEL
2800 4200 2200 2000 1700 700 800 1500 700 1600
CB1* & B2* - INVERTED BEAM
T12@150 T10@200
X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11
PROJECT NAME
AS PER BEAMS 5.45m SSL
HYDROTHERAPY UNITS
ST GROUND FLOOR ROOF BEAM AND SLAB PLAN SCHEDULE PARAPET LEVEL
04 SCALE 1:75
OWNER
AS PER SLABS
T12@200 SCHEDULE
MINISTRY OF SOCIAL DEVELOPMENT
2-T12 BLOCK WORK 100mm SLAB

AS PER BEAMS SCHEDULE ROOF LEVEL

AS PER BEAM SCHEDULE USE PLOT No LOCATION
4.45m SSL GOV 290 AL AMERAT
AS PER BEAM SCHEDULE AL AMERAT
ROOF SLAB 4.45m SSL DRAWING TITLE No of floors

AS PER SLAB SCHEDULE GROUND FLOOR SLAB GF

T10@200
DESIGN BY CHECKED BY DATE

3.45m SSL SRI SRI JUNE/2023

600
AS PER SLAB DETAILS DRAWN BY APPROVD BY SCALE
BLOCK WORK SRI SULTAN As indicated
PROJECT No SHEET No REV

SEC 3-3 SEC 1-1 NAS 2022 520 ST 04

 GENERAL NOTES:

SCHEDULE OF FOOTINGS SCHEDULE OF COLUMNS 1.THE CONTENTS OF THIS SHEET SHALL NOT BE
COPY,REPRODUCED OR USED WITH OUT WRITEN
PERMISSION.
P.C.C.in 'mm' R.C.C in 'mm'
TYPE MAIN BARS DIST. BARS REMARKS TYPE FOUNDATION 2.ALL DIMENSION SHOWN IN MILLIMETERS,
BxL D B L D OF TO ABOVE PB UNLES OTHERWISE NOTED.
REMARKS
COLUMN UPTO PB LEVEL 3.ROOM SIZES ARE IN MILLIMETERS,
F1 100 1400 2200 400 T12@200mm c/c T12@200mm c/c - CLEAR WALL TO WALL(X&YAXIS).
FROM ALL SIDES OF FOOTINGS 4.FINISHED GROUND AND FLOOR LEVELS
F2 100 2000 2600 400 T12@125mm c/c T12@125mm c/c - SHOWN IN MILLIMETERS.
5.DRAWING NOT TO BE SCALED,WORK TO
F3 100 1800 3300 450 T12@100mm c/c T12@100mm c/c - FIGURED GIVEN DIAMENSIONS.
100mm PROJECTION

Muscat municipality

F4 100 2200 3400 500 T12@100mm c/c T12@100mm c/c -

General Directorate
6.PREFERERENCE TO BE GIVEN TO DETAILS OVER
C1 of Technical Affairs
Building Permits Department
Approved as per the issued permit SMALER SCALE DRAWINGS.
Building facade to be painted in white colour only

100 T12@200mm c/c T12@200mm c/c COLUMN SIZE:270x570mm COLUMN SIZE : 200x500mm
CF1 1800 4400 450 T&B - The project contractor and the supervision
consultant must construct the project as 7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION
per the approved drawings and comply with
conditional approvals, local and internation- WITH OTHER RELEVENT STRUCTURAL & MEP
VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS al approved regulations during construc-
DRAWINGS.
CF2 100 1800 6400 450 T12@200mm c/c T12@200mm c/c T&B tion.
- The design consultant, the supervision
consultant and the project contractor takes
full responsibility, each on their scope,
towards the safety of the building, the data 8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
CF3 100 2400 3600 450 T12@200mm c/c T12@200mm c/c T&B 10-T16 T8@150mm C/C 10-T16 T8@150mm C/C
provided in this approval, the attachment of
correct documents, the compliance of the CARRYING OUT WORK,ANY DISCREPANCIES SHALL
attached designs with the local order
number 23/92, laws, regulations, circulars, BE REFERRED TO THE ENGINEER.
and krooki requirements, and the provision
of other authorities approvals, specifica-
tions and guidelines without conflict with
the approved drawings from this directo-
rate.
- The project contractor and the supervision
consultant are committed to provide the
required safety of the buildings, the neigh-
boring services as well as considering the
soil nature and the structural effects on the
C2 surrounding environment.

SCHEDULE OF BEAMS - If the plot is nearby a mountain (Jabal) or a

valley (Wadi), the supervision consultant

COL. SIZE : 270x670mm COLUMN SIZE : 200x600mm must provide a detailed study on the Jabal
cutting or the required protection towards
the Wadi side prior to construction.
BOTTOM REINFOR. TOP REINFOR. - The project contractor and the supervision
consultant must return to this directorate
VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS 40mm prior to construction in case of a technical
TYPE TYPE STIRRUPS S.F.R REMARKS COVER
issue is occurred which constrain construc-

Straight Curtailed Straight Ext. at tion and when the approved drawings does
not match with other approved drawings or
cont end 12-T16 T8@150mm C/C 12-T16 T8@150mm C/C
with the existing plot conditions.

PB1 200x500 2-T16 - 2-T16 1-T16 T8@150mm c/c - -

PB2 200x500 2-T16 2-T16 2-T16 -

1-T16 T8@150mm c/c - -

- 50 DIA.
PB3 200x700 3-T16 2-T16 2-T16 2-T16 T8@150mm c/c 2-T12 -
PB LEVEL
C3
B1 200x500 3-T16 - 2-T16 1-T16 T8@150mm c/c - -
COLUMN SIZE : 270x670mm COLUMN SIZE : 200x600mm
75mm
B2 200x600 2-T16 2-T16 2-T16 2-T16 T8@150mm c/c - - COVER
VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS
B3 200x800 3-T16 2-T20 2-T16 2-T20 T8@150mm c/c 2-T16 -
14-T16 T8@150mm C/C 14-T16 T8@150mm C/C
B4 200x1200 3-T20 2-T20 2-T20 2-T16 T8@150mm c/c 4-T16 -
By Eng.Amal Said AlBahri at 11:56 am, Jun 13, 2023
CB1* 200x500 3-T16 - 2-T20 2-T20 T8@150mm c/c - -

C4
COLUMN SIZE : 370x770mm COLUMN SIZE : 300x700mm
SCHEDULE OF EXTRA BARS
VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS
BARS DETAILS RUNNING
TYPE BAR LENGTH LENGTH REMARKS 4-T20+10-T16 T8@150mm C/C 4-T20+10-T16 T8@150mm C/C
IN 'mm' LOCATION BARS DETAILS
OF BARS PROJECT NAME
HYDROTHERAPY UNITS
B1 6000 BOTTOM BARS T16@200mm C/C REFER DRAWING

T1 3000 OWNER
TOP BARS T16@200mm C/C 3000mm

T2 2000
TOP BARS T16@200mm C/C 2000mm
C5 MINISTRY OF SOCIAL DEVELOPMENT

COLUMN SIZE : 370x770mm COLUMN SIZE : 300x700mm

SCHEDULE OF EXTRA BARS VERICAL BARS STRRIUPS VERICAL BARS STRRIUPS

USE PLOT No LOCATION
GOV 290 AL AMERAT
14-T20 T8@150mm C/C 14-T20 T8@150mm C/C
BARS DETAILS RUNNING AL AMERAT
TYPE BAR LENGTH LENGTH REMARKS
IN 'mm' LOCATION BARS DETAILS DRAWING TITLE No of floors
OF BARS
B1 6000
STRUCTURE SCHEDULES GF
BOTTOM BARS T16@200mm C/C REFER DRAWING

T1 3000 DESIGN BY CHECKED BY DATE

TOP BARS T16@200mm C/C 3000mm
2000 SRI SRI JUNE/2023
T2 TOP BARS T16@200mm C/C 2000mm
DRAWN BY APPROVD BY SCALE
SRI SULTAN

PROJECT No SHEET No REV

NAS 2022 520 ST 05
 GENERAL NOTES:

1.THE CONTENTS OF THIS SHEET SHALL NOT BE

COPY,REPRODUCED OR USED WITH OUT WRITEN
PERMISSION.
2.ALL DIMENSION SHOWN IN MILLIMETERS,
X1 X2 X3 X4 X5 X6 X8 X11
NOTES:- UNLES OTHERWISE NOTED.
2800 4200 1700 1500 3800
2200 2000 3.ROOM SIZES ARE IN MILLIMETERS,
4400 1. SOIL BEARING CAPACITY(S.B.C) FROM REF. NO CLEAR WALL TO WALL(X&YAXIS).
PLOT NO:1497-B6 SUBD-WILAYAT AL BURAIMI AS 180kN/m2 FOR
4.FINISHED GROUND AND FLOOR LEVELS
ISOLATED& COMBINED FOOTINGS ; 150kN/m2 FOR MAT FOUNDATION.
SHOWN IN MILLIMETERS.
5.DRAWING NOT TO BE SCALED,WORK TO

850
1300
439kN TB2 TB2 F1 2. FOOTING DEPTH IS 2m BELOW NGL.
FIGURED GIVEN DIAMENSIONS.

1800
Y9 Y9
F1 TB2 TB2 CF1 206kN 6.PREFERERENCE TO BE GIVEN TO DETAILS OVER
F3 471kN 263kN 3. FOUNDATION IS DESIGNED FOR G+ROOF STOREY ONLY SMALER SCALE DRAWINGS.
192kN 850
2400

2400
TB2 7.THESE DRAWINGS SHALL BE READ IN CONJUNCTION

300
3600 4. ALL FOOTINGS ARE CENTER OF THE COLUMNS UNLESS
SPECIFIED OTHER WISE. WITH OTHER RELEVENT STRUCTURAL & MEP
DRAWINGS.

950
1300
TB2 CF3 264kN TB2 F2 5. CLEAR COVER FOR FOOTINGS & STRAP BEAMS ARE
75mm ON ALL SIDES.
8.CHECK ALL DIAMENSIONS AT SITE PRIOR TO
Y8 Y8

2400
CARRYING OUT WORK,ANY DISCREPANCIES SHALL
529kN TB2
BE REFERRED TO THE ENGINEER.
1700 294kN 6. CLEAR COVER FOR COLUMNS ARE 75mm(FOR SUB STRUCTURE)
& 40mm(FOR SUPER STRUCTURE).
2300

2300
350mm THK. BOTTOM SLAB
F3 T12@100mm C/C T&B MESH TB2
TB2 6. ALL EXTERNAL DIMENSIONS SHALL BE ACCORDING TO
ARCHITECTURE PLANS & ELEVATIONS.
Y7 300 Y7
192kN
1100

1100
F2 TB2 F2
Y6 TB2 Y6
336kN
342kN
300
2200

TB2 900

TB2
3450

3450
25mm FILLER Muscat municipality
TB2 BOARD
300

General Directorate
of Technical Affairs
Building Permits Department
Approved as per the issued permit
Building facade to be painted in white colour only

F2
900

- The project contractor and the supervision

TB2 F4 TB3 CF2 TB2 TB2 TB2 F2 consultant must construct the project as
per the approved drawings and comply with
Y5 Y5 conditional approvals, local and internation-
1800

al approved regulations during construc-

tion.
248kN 637kN 577kN 297kN 269kN 309kN - The design consultant, the supervision
consultant and the project contractor takes
full responsibility, each on their scope,
towards the safety of the building, the data
1750 provided in this approval, the attachment of
6400 correct documents, the compliance of the
attached designs with the local order
Y4 F2
number 23/92, laws, regulations, circulars,
and krooki requirements, and the provision
TB2 TB2
4150

4150
TB2 of other authorities approvals, specifica-
tions and guidelines without conflict with
192kN the approved drawings from this directo- By Eng.Amal Said AlBahri at 11:55 am, Jun 15, 2023
Y3 rate.

TB2 TB2 - The project contractor and the supervision

TB1 consultant are committed to provide the
required safety of the buildings, the neigh-
boring services as well as considering the
soil nature and the structural effects on the
F2 F2 surrounding environment.
F1
TB2 TB2 - If the plot is nearby a mountain (Jabal) or a
valley (Wadi), the supervision consultant
Y2 Y2 must provide a detailed study on the Jabal
cutting or the required protection towards
F2 F2 F1
700

700
339kN TB2 TB2 the Wadi side prior to construction.

162kN 291kN - The project contractor and the supervision

Y1 Y1 consultant must return to this directorate
prior to construction in case of a technical
issue is occurred which constrain construc-
283kN 282kN 200kN tion and when the approved drawings does
not match with other approved drawings or
with the existing plot conditions.
PROJECT NAME
2800 4200 2200 2000 1700 1500 3800
HYDROTHERAPY UNITS

OWNER
X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11

MINISTRY OF SOCIAL DEVELOPMENT

ST FOUNDATION PLAN
USE PLOT No LOCATION
01 SCALE 1:75
GOV 290 AL AMERAT
AL AMERAT
DRAWING TITLE No of floors

SCHEDULE OF STRAP BEAMS(TIE BEAMS) FOUNDATIONS GF

BOTTOM REINFOR. TOP REINFOR.

DESIGN BY CHECKED BY DATE
TYPE TYPE STIRRUPS S.F.R REMARKS
Straight Curtailed Straight Ext. at
cont end
SRI SRI JUNE/2023

DRAWN BY APPROVD BY SCALE

TB1 300x550 4-T16 - 4-T20 - T8@150mm c/c - -
SRI SULTAN As indicated
TB2 300x600 4-T16 - 5-T20 - T8@150mm c/c - -
PROJECT No SHEET No REV
TB3 300x700 4-T20 - 4-T20 -
2-T20 T8@150mm c/c 2-T12 - NAS 2022 520 ST 01
 ‫اﺿﺎﻓﺔ ﻣﺒﻨﻰ دور ارﴈ ﻓﻘﻂ ﺣﺴﺐ اﻋﺘﺎﻤد اﻻﺳﻜﺎن‬
‫ﻣﺭﻓﻖ ﺧﻁﺎﺏ ﻭﺯﺍﺭﺓ ﺍﻟﺗﻧﻣﻳﺔ ﺍﻻﺟﺗﻣﺎﻋﻳﺔ‬
‫ﻣﺭﻓﻖ ﻣﻭﺍﻓﻘﺔ ﺍﻻﺳﻛﺎﻥ ﻭﺍﻟﺩﻓﺎﻉ ﺍﻟﻣﺩﻧﻲ‬
‫‪By Engineer.Ghadeer Mohd at 9:27 am, Jul 31, 2023‬‬