Page 7 - Hesham Mokhtar's portfolio

P. 7

01 offering a diverse range of

the development process,
ADJ. PLOT: JVC13NMRA003 living spaces. Throughout
C NOTES:
A-203 the tower underwent nu-
THIS DRAWING IS THE PROPERTY OF :
POE ENGINEERING CONSULTANTS
45.00 P.O.Box 97046, DUBAI.
IT IS FORBIDDEN TO PRODUCE IT'S CONTENTS IN merous changes and cus-
6.95
6.60
5.98
6.80
5.65
5.68
7.35
01-1 PODIUM LIMIT A-308 A-302 45.00 [147.64'] PLOT LIMIT E 488055.6086 DIMENSIONS ONLY ARE TO BE CONSIDERED. tomizations based on the
ANY FORM, EXCEPT FOR THE INTENDED PURPOSE.
THIS DRAWING IS NOT TO BE SCALED. THE STATED
5
THE DISCREPANCIES ARE TO BE BROUGHT TO THE
6
B
PLOT LIMIT
N 2771615.998
ATTENTION AND RESOLVED BY PIONEERS OF
A-307
PODIUM LIMIT
EXPERTS ENGINEERING CONSULTANT BEFORE
COMMENCEMENT OF ANY WORK.
JVC F.R.L. = FINISH ROAD LEVEL client’s specific instruc-
F.P.L. =
FOOT PATH LEVEL
F.G.L. =
FINISH GROUND LEVEL
4.35 F.F.L. = = CONCRETE LEVEL tions, ensuring that every
FINISH FLOOR LEVEL
C.L.
BUILDING E 488026.0399 N 2771582.0761 10.00 [32.80'] SETBACK 10.00 [32.80'] SETBACK LEGEND detail was carefully con-
sidered to meet unique
ROAD WIDTH 6.00M 15.44 [50.65'] 2.00 ALLOWED TOWER 0.30 X 0.30 2.23 1.05 GL-10 2.23 0.90 X 0.65 8.05 0.90 X 0.65 3.15 0.30 X 0.30 8.75 BUILD. LIMIT 4 5.80 BLOCK WORK requirements. From archi-
ALLOWED TOWER
tectural design to interi-
SHEER WALL
BUILD. LIMIT
T-10
T-09
CEMENT SHEETS PANEL WALL
2.20
4.40
GL-11
D 3.55 3.25 0.80 1.25 D7 0.65 0.40 1.90 3.00 2.90 1.80 3.75 0.70 10.00 [32.80'] A-303 or finishes, every aspect
A-204 E 488037.6773 N 2771571.9321 4.30 3.55 X 4.30 3.95 2.45 2.35 3.15 X 2.35 2.45 1.20 X 0.80 0.90 D12 0.60 1.45 0.90 2.00 1.40 D6 3.00 X 2.75 2.75 1.95 2.70 X 1.95 2.40 0.20 2.60 T-13 1.30 1.80 X 2.50 2.50 3.85 3.75 X 3.85 2.00 SETBACK reflects a high degree of
T-07
T-18
T-16
T-11
2.60 X 2.40
T-13
1.50 X 0.60
3.15
T-15
T-15
5.15
2.15 X 5.15
5.20
7
T-17
A-303
T-04
1.25 X 0.75
T-12
T-18 1.20 1.60 D2 1.65 D2 1.20 3.25 X 6.00 T-08 6.00 2.05 D6 4.85 SQ.M. 2.00 2.50 1.10 SAP 1.00 0.20 D2 D3 1.25 2.00 X 5.75 5.75 5.75 7.60 personalization and atten-
T-17
2.00 0.30 D3 D3 2.25 T-06 D2
2.15 1.80 1.10 2.00 7.15
GL-07 0.60 0.75 1.25 SAP 1.80 X 2.55 DB 1.10X1.65 5.00 1.80 1.10 X 1.80
T-16
A 0.42 2.55 T-16 1.65 4.60 1.10 T-16 GL-13 A tion to detail, After much
A-301 4.93 1.00 DU-HCC D1 2.40 X 4.60 D3 7.15 X 3.60 3.60 A-301
1.85 DN DN DN 0.50 2.25 T-01 2.00 UPDN DNUP 1.05 T-12
2.50 T-03 2.20 D8 01 'X' F.F.L D5 DB 1.70 2.00 1.25 AS REVISED
UP UP UP 1.30 D5 1.00 X 0.50 1.80 DU-HCC D1 3.30 effort and adaptation, the
1.45 T-05 02 1.80 2.65 2.40 6.85 06 DU-HCC DB 7.30 1.20 0.65 3
2.70
D1 RECYCLE BINS 1.80 1.10 X 0.60 D1 1.80 0.10 A-303
2.43 7.20 DU-HCC 1.40 1.80 WIDE T-05 05
2.73 T-02 0.30 X 0.30 1.30 7.20 tower is now complete,
03 04 D8 D3 3.80
DB
13.22 SQ.M. T-17 3.60 7.20 X 3.60 2.50 2.20 DU-HCC D1 0.60 2.44 D1 DU-HCC 1.10 0.60 1.05 0.80 1.05 X 1.80 7.20 X 3.80
RESIDENTIAL
RESIDENTIAL
T-12
T-16
8 4.05 T-12 2.50 X 2.20 2.20 2.20 X 2.20 2.20 DB 1.40 1.80 ADJ. PLOT: JVC13NOHR400B standing as a testament to U A E
A-303 2.65 X 1.10 T-13 T-18 1.10 X 2.30 2.30 2.95 2.00 DB 2.00 SAP 6.00 6.00 X 1.50 T-17 6.00 42.78 [140.34'] 42.78 B
T-16
T-16 0.60 1.10 D3 2.95 X 2.60 1.10 X 2.00 2.70 2.40 X 2.70 D2 8.25 A-202
T-13
D3 T-13 T-16 D3 0.60 2.40 2. REVISION (A) 22-03-2021 FIROSE ENG.IBRAHIM
D2 2.65 1.40 GL-14 innovation and thoughtful
1.60 0.25 1.10 2.40 2.45 DOUBLE WALL WITH LIQUID SPRAY APPLIED WATER PROOFING MEMBRANE AT ALL DB & 12U LOCATIONS AS/APRL 4.45 1.10 0.60 3.00 1. FINAL SUBMISSION 11-06-2020 FIROSE ENG.IBRAHIM
GL-05 2.15 2.40 X 1.80 2.45 X 1.80 1.80 1.30 2.70 1.50 1.80 D3 1.50 No DESCRIPTION DATE DRWN CHKD
D3 T-16 T-16 3.90
3.05 3.45 X 3.75 2.35 X 1.80 D3 2.70 X 2.60 2.60
T-16
3.75 T-15 4.00 0.10 0.60 2.35 1.80 1.20 1.80 D3 T-13 2.30 1.50 X 2.30 SAP 1.80 X 2.40 2.40 3.60 X 3.30 1.50 design. With its modern
T-15
0.53 1.60 D2 1.20 WIDE 1.20 T-18 T-16 0.10 0.55 1.08 1.20
T-14
3.45 D2 3.80 X 6.75
2.70 1.35 2.55 1.20 0.60 T-12 0.60
0.80 3.75 3.40 0.95 3.80 6.75 CAT LADDER 0.60 0.75 amenities and prime loca-
0.58 3.20 1.15 1.82 AS / APPRL. 1.20 1.20 WIDE
T-14
D2 1.80 2.80 X 1.80 1.50
19.65 [64.47']
3.85 3.75 X 3.85 0.10 3.40 X 3.75 3.75 1.20 1.80 D3 T-16
3.20 T-15 0.60 T-15 2.80 4.10 X 6.10 2.55 D2 0.60 1.20 2.80 tion, the tower provides
1.70 1.83 3.80 T-12 6.10 2.15 1.80 2.55 X 1.80 D3
4.10
0.45 T-16 2.40 5.45 JUMEIRAH
9 3.85 0.75 3.60 3.95 X 3.60 residents with a contem-
A-303 4.48 0.15 7.93 X 1.90 GL-04 T-15 7.60 VILLAGE LLC
1.80 T-17 1.90 7.93 2.15 0.10 3.95 ADJ. PLOT: JVC13NMRA003 NOTES: ADJ. PLOT: JVC13NMRA003 NOTES:
C
C
A-203
A-203
3.60 3.85 X 3.60 OWNER 45.00 THIS DRAWING IS THE PROPERTY OF : 45.00 THIS DRAWING IS THE PROPERTY OF :
POE ENGINEERING CONSULTANTS
POE ENGINEERING CONSULTANTS
P.O.Box 97046, DUBAI.
P.O.Box 97046, DUBAI.
IT IS FORBIDDEN TO PRODUCE IT'S CONTENTS IN
ANY FORM, EXCEPT FOR THE INTENDED PURPOSE.
T-15 2.40 Mr. IBRAHIM SAEED AHMED LOOTAH 5.65 7.35 6.80 5.98 5.68 6.95 6.60 ANY FORM, EXCEPT FOR THE INTENDED PURPOSE. 5.65 7.35 6.80 5.98 5.68 6.95 6.60 IT IS FORBIDDEN TO PRODUCE IT'S CONTENTS IN porary living experience
THIS DRAWING IS NOT TO BE SCALED. THE STATED
THIS DRAWING IS NOT TO BE SCALED. THE STATED
7.93 0.35 3.80 3.90 PLOT LIMIT 6 B 45.00 [147.64'] 5 PLOT LIMIT E 488055.6086 DIMENSIONS ONLY ARE TO BE CONSIDERED. PLOT LIMIT 6 B 45.00 [147.64'] 5 PLOT LIMIT E 488055.6086 DIMENSIONS ONLY ARE TO BE CONSIDERED.
THE DISCREPANCIES ARE TO BE BROUGHT TO THE
THE DISCREPANCIES ARE TO BE BROUGHT TO THE
ATTENTION AND RESOLVED BY PIONEERS OF
ATTENTION AND RESOLVED BY PIONEERS OF
EXPERTS ENGINEERING CONSULTANT BEFORE
EXPERTS ENGINEERING CONSULTANT BEFORE
1.39 PODIUM LIMIT A-303 A-302 A-303 PODIUM LIMIT N 2771615.998 COMMENCEMENT OF ANY WORK. PODIUM LIMIT A-308 +38.85m T.O.W PARAPET AS PER APPRL. +39.85m T.O.P A-302 A-307 PODIUM LIMIT N 2771615.998 COMMENCEMENT OF ANY WORK.
1200 MM HT.SAFETY
2.04 0.10 3.90 X 2.05 2.04 2.05 3.90 X 2.05 0.10 PROJECT 7.20 0.60 4.80 0.50 10.10 CCTV ROOM 2.80 F.R.L. = FINISH ROAD LEVEL 0.20 BBQ COMMON PATH DIST 60.00 M. 1.80 1.60 MAX. TRAVEL DIST 60.00 M. F-25 1.20 F.R.L. = FINISH ROAD LEVEL
E 488056.0163
F.P.L. =
F.P.L. =
FOOT PATH LEVEL
FOOT PATH LEVEL
MAX. TRAVEL DIST 60.00 M.
T-17
FINISH GROUND LEVEL
F.G.L. =
F.G.L. =
FINISH GROUND LEVEL
COMMON PATH DIST 60.00 M.
2.80 X 2.55
FINISH FLOOR LEVEL
MAX. TRAVEL DIST 60.00 M.
N 2771570.0377
0.84 GL-01 0.84 T-17 PROPOSED 2B+G+4PO+24 TYP+R +0.02= [DMD+18.57 M.] SUBSTATION GATE LVL. 6.60 SUBSTATION 1.78 1.98 1.00 G-28 +19.97 m. F.F.L 2.55 ROAD MASKING F.F.L. = = FINISH FLOOR LEVEL COMMON PATH DIST 20.65 M. 2.00 UP +38.65m T.O.P 15.30 2.70 OPEN SHOWER 0.95 F.F.L. = = CONCRETE LEVEL in one of Dubai’s most
C.L.
C.L.
CONCRETE LEVEL
7.20 X 7.60
9.80
1 0.75 G-18 +18.57m. 1.90 0.60 1.50 BUS BAR CHAMBER 2.45 10.10 X 8.05 E.T.S G-27 DS3 R11.50 3.50 R11.65 4.35 C LANDSCAPE DECK 18.00 0.95 4.35 C
COMMERCIAL & RESIDENTIAL TOWER
+37.65 m.
F.F.L
F.F.L
L.V.ROOM
2 TRANSFORMER
A-303 3.85 5.30 2.70 0.10 1.35 DESIGN HIGHT CONSTRUCTION TENTATIVE LOCATION OF CABLE E 488026.0399 N 2771582.0761 LV-01 2.00 7.60 TENTATIVE LOCATION OF CABLE 2.20 3.93 0.30 4.13 DOUBLE WALL WITH LIQUID SPRAY 7.60 8.05 2.50 1.00 3.10 0.30 5.30 2.45 +19.10 m. RAMP 2.00 8.05 DS6 ROAD MASKING +19.75 m. +19.69 m. 3.55 7.19 100X150MM UPSTAND FOR 3.58 R8.05 16.22 R8.15 1 / 10 R A M P S L O P E @ CURVED AREA 3.50 LEGEND A-304 1450 MM HT.SAFETY E 488026.0399 N 2771582.0761 +38.05m T.O.P 9.80 +38.85m T.O.P FABRIC TENT (COLORADO CLOTH 7.70 +38.65m 1.29 COMMON PATH DIST 42.50 M. MAX. TRAVEL DIST 60.00 M. T.O.P +38.45 F.F.L 7.00 12.80 SWIMMING POOL -1.80 M Main Swimming Pool 1200 MM HT.SAFETY 7.00 -0.60 M +37.85 m. S.S.L 5.00 5.00 Children Swimming Pool S.POOL DECK 9.10 MAX. TRAVEL DIST 60.00 M. +39.85m 1300 MM HT.SAFETY T.O.P PARAPET AS PER APPRL. A-304 LEGEND BLOCK WORK sought-after
4.80 X 7.60
F.F.L
G-17
+18.55m.
TRAY FROM SUBSTATION TO
ALLOWED TOWER BUILD. LIMIT 4.25 LOCATION PLOT No. A-204 D ROAD WIDTH 6.00M ±0.00= [DMD+18.55 M.] SERVICE AREA ENT.GATE LVL. 15.44 [50.65'] E 488037.6773 N 2771571.9321 A-303 7 F.H.C GL-17 1.15 X 0.60 G-13 DS2 DMH FIC 0.60 0.45 4.45 LV-02 SERVICE CORRIDOR LV-02 CLEAN AGENT DS3 DS1 0.60 1.20 DS4 0.30 4.35 2.20 ATTIC SLAB HAS TO 3.20 G-15 2.90 0.45 2.40 2.45 3.70 0.60 CHILLED WATER PUMP ROOM 0.75 STAIR-2 2.90 2.50 2.75 0.20 DS4 0.90 R11.60 +19.68 m. ROAD MARKING 2.00 % R A M P S L O P E 8.85 RAMP TO 1ST PODIUM R4.50 3.64 ROAD MASKING 1.10 0.60 DS2 6 1.10 X 0.60 F.H.C G-13 5.50 R4.50 2.50 3.51 3.08 +21.31m. F.F.L 3.08 0.80 A-303 4 5.80 BLOCK WORK A-204 D ROAD WIDTH 6.00M 15.44 [50.65'] E 488037.6773 N 2771571.9321 A-303 7 1.45 3.85 0.80 1.25 BALCONY ALLOWED TOWER F-15 4.35 3.55 O.T.S-1 3.95 2.45 1.20 9.80 GAS RIS. 1200 MM HT.SAFETY 1.05 GL-09 2.23 3.25 X 6.00 LIVING 3.25 G.CHU
F.F.L
PARAPET AS PER APPRL.
L.V.ROOM THROUGH BASEMENT
+38.45
TRENCH FROM DEWA MAIN LINE TO
WITH STEEL STRUCTURE)
SUBSTATION AS PER DEWA STANDARD
F.F.L
AS PER APPROVAL.
CEILING AS PER DEWA STANDARD
FULL LENGTH OF RAMP
+36.65 m.
F.F.L
9.86
S.S.L
BARRIER AS PER
APPLIED WATER PROOFING
S.POOL DETAILS
2.20
MEMBRANE AS/APRL (TYP.)
0.50
F.F.L
10.10
2B+G+4PO+24+R
2B+G+4PO+24+R
ALLOWED TOWER
6.80
SHEER WALL
2.00 WIDE
CEMENT SHEETS PANEL WALL
BUILD. LIMIT
PROVIDE ABOVE GAR.RM.
250 MM UPSTAND FROM SSL. BBQ
2.00
G-14
0.30 X 0.30 PARAPET AS PER APPRL.
+18.55m.
0.90 X 0.65 8.05 0.90 X 0.65
6.80 X 4.50
F.F.L
2.23
F.F.L
0.93
G-26
CEMENT SHEETS PANEL WALL
6.87
F.F.L
+19.83m.
1.20M WIDE & 8% SLOPE
RAMP
F.F.L
AS PER DETAILS
1.20 X 0.80
KITCHEN
HATCHED AREA SHOWS
1.20M WIDE & 8% SLOPE
JVC13NOHR400C
GARBAGE
AREA BELOW TEL.CAB.
2.45
3.00 X 2.75
JUMEIRAH VILLAGE
2.35
3.15 X 2.35
AREA- 29.80 SQ.M.
BED RM.
1.20 X 0.60
4.60
G-16
F-13
W.M.RM.
3.55 X 4.30
3.15
1.50 X 0.60
S H O P - 3
5.20
6.00
4.30
2.00
G-08
AREA - 42.35 SQ.M.
D2
ELEC RISER
STAIR-2
G-09
1.20
D2
1.59
1.59
H.C. TOILET
7.05 SQ.M.
+18.74m.
D9
4.85 SQ.M.
2.40
1.30
10.00 [32.80']
3.50
+36.75 m.
+36.75 m.
SETBACK PRINCIPAL CONSULTANT A-301 A +0.19= [DMD+18.74 M.] DS10 1.30 UP 5.45 F.F.L STAIR-1 G-04 8.80 PANTRY G-10 G-11 1.50 3.00 TELE. RM. 3.15 3.15 G-07 2.10 LIFT-1 LIFT-2 2.25 [ FIRE ] 2.05 2.25 4.80 LIFT LOBBY G-03 SMOKING NO 2.00 LIFT-3 2.00 2.00 LIFT-4 5.40 G-05 DN D5 +19.55m. F.F.L 18.12 5 4 PREFERRED PARKING CAR/VAN POOLING SPACE - 3 NOS 2.50 2.50 0.10 1 / 8 R A M P S L O P E 7.60 A A-301 AS REVISED A-301 A 1.90 GL-07 2.50 F-17 1.80 STAIR-1 F-03 0.60 2.00 4.93 0.95 X 0.40 F-18 DN 0.75 1.25 SAP 0.30 D3 1.80 X 2.55 2.55 1.60 1.80 BATH F-16 2.20 1.65 1.10 1.65 0.50 1.00 D3 D8 DB DU-HCC TOILET 1.10X1.65 D1 01 F-16 F-12 LIFT-1 LIFT-2 [ FIRE ] 2.25 2.25 4.60 LIFT LOBBY F-06 F-01 +36.75 m. NO SMOKING 2.00 2.00 2.00 LIFT-3 LIFT-4 5.00 UP DN F-18 1.30 1.00 1.40 3.60 GYMNASIUM 7.55 OPEN SHOWER 4.20 OPEN SHOWER 1.20M WIDE & 8% SLOPE 6.40 7.60 A A-301 NOTE:- AS R
2.40 X 4.60
F.F.L
F.F.L
2.40 X 4.80
3.15 X 3.00
3.28
2 SHOP-3 GATE LVL. DS11 1.10 DN 5.22 2.50 1.50 UP +19.70m. F.F.L R11.50 PARKING LINES AS /APPROVAL 1.45 UP 1.30 D5 1.00 X 0.50 F.H.C F-05 1.80 F.F.L D5 3.58 D1 6.88 RAMP 1- HINGED WINDOW OPENING MAXIMUM GAP ONLY fort and style in the heart
100MM AS PER DCD REQUIREMENT.
A-303 PLOT LIMIT PODIUM LIMIT +0.22= [DMD+18.77 M.] STAIR-1 GATE LVL. A-303 8 8.49 3.60 PANTRY G-10 1.48 H.C. TOILET G-11 1.58 D6 5.80 SMOKING MAIN LOBBY 10.30 2.40 2.10 1.90 D10 1.50 +19.65m. F.F.L REAR ENT. / H.C.RAMP +19.50m. F.F.L DS3 HAND RAIL +19.39 m. F.F.L 10 CM WIDE WHITE PAINT ALL PARKING NUMBERS FACE TO DRIVE WAY 3 0.40 2.50 1.20 <<< P A R K I N G >>> RAMP G-21 1 / 9 R A M P S L O P E 13.35 RAMP G-21 A-303 3 ADJ. PLOT: JVC13NOHR400B A-303 8 2.68 2.33 PRIVATE TERRACE 11.88 SQ.M. 4.05 F-19 3.60 LIVING 7.20 X 3.60 F-12 7.20 2.70 02 D1 DU-HCC DB KITCHEN F-13 1.80 1.40 2.50 2.20 RECYCLE BINS GAS RIS. 2.65 O.T.S-2 2.20 F-18 1.80 2.20 TOILET 1.10 X 2.30 2.40 NO SMOKING F-16 DU-HCC DB 2.30 03 D1 1.40 PASSAGE F-02 0.60 2.44 2.95 GAS RIS. 6.70 TOILET 0.90 X 0.60 F.H.C 04 D1 F-05 DU-HCC DB D8 1.10 D11 0.60 D7 JANI. 1.05 X 1.90 F-20 2.10 1.49 2.10 10.28 PASSAGE 1.80 WIDE
1.70
AS PER DETAILS
1.30
NO
D4
1.80 WIDE
3.75
0.30 X 0.30
3.60
8% SLOPE
2.50 X 2.20
G-06
36.50 [119.75']
2.20 X 2.20
9.80
4.93
10.30 X 8.80
2.65 X 2.60
11-06-2020
ENG.IBRAHIM
FINAL SUBMISSION
DATE
S H O P - 2
CHKD
DESCRIPTION
4.45
BATH
DATE
CHKD
DESCRIPTION
DWG TITLE: TYPICAL GL-17 3.00 AREA - 60.65 SQ.M. 3.05 10.93 5.85 8.95 G-02 +19.10m. F.F.L 10.30 1.50 1.50 H.C TOILET G-11 1.50 1.50 PANTRY G-10 5.70 1.20 2.40 X 1.50 STORE G-12 0.65 1.00 1.20 0.60 0.85 1.15 1.00 X 0.60 W.M.C G-25 5.70 2.30 +19.39 m. RAMP G-19 ALL UPSTAND SHOULD BE SURROUNDED BY KERBSTONE 2 +19.54 m. 1.10 5.50 1.30 2.50 0.30 3.08 0.10 3.08 +18.22 m. F.F.L 42.78 [140.34'] 8.25 42.78 A-202 B 1. No FINAL SUBMISSION 11-06-2020 FIROSE DRWN ENG.IBRAHIM GL-17 GL-19 1.60 2.85 3.85 3.80 BED RM. 3.45 F-15 0.20 4.00 2.15 0.10 1.60 1.35 D2 0.60 D3 D3 1.10 2.65 2.35 X 1.80 0.60 2.35 X 1.10 TOILET F-16 F-16 2.55 1.80 D3 1.20 1.80 1.20 2.40 BATH 2.40 X 1.80 F-16 D2 0.60 D2 2.45 2.45 X 1.80 BATH F-16 LOBBY 1.20 WIDE F-14 1.10 1.80 1.20 D3 DOUBLE WALL WITH LIQUID SPRAY APPLIED WATER PROOFING MEMBRANE AT ALL DB & 12U LOCATIONS AS/APRL LIVING 3.80 X 6.75 KITCHEN F-13 2.00
G-09
4.05 X 4.00
1.50 X 1.50
4.43
D3
2.35
+18.92m.
F.F.L
F.F.L
F.F.L
F-12
This impressive tower, located in the vibrant N 2771583.6086 (3RD-9TH AND 11TH-17TH) 19.65 [64.47'] 9 3.20 1.88 GL-18 MAIN ENTRANCE 3.50 7.59 7.75 GL-15 3.50 1.30 1.30 RECESSED ROLL-OUT MAT 1.00 1.80 2.05 P.O.D. 2.00 RAMP 5% SLOP 9.65 AREA - 54.38 SQ.M. 6.50 +19.18 m. 1/11 R A M P S L O P E 2.00 % R A M P S L O P E 1.10 X 0.50 F.H.C G-13 0.60 DS2 +18.97 m. R4.00 0.60 3.50 1 / 11 R A M P S L O P E @ CURVED AREA 6.70 JUMEIRAH 19.65 [64.47'] 1.05 A-303 9 3.25 PRIVATE TERRACE 1.00 3.20 1.70 3.85 BED RM. F-15 3.75 1.82 0.10 1.83 0.60 BED RM. 3.40 F-15 GL-04 3.75 0.95 0.30 2.80 3.80 3.75 6.15 4.10 X 6.10 LIVING 4.10 F-12 CAT LADDER AS / APPRL. 6.10 2.15 0.45 1.20 1.80 2.55 X 1.80 BATH LOBBY 1.20 WIDE F-16 F-14 2.55 3.85 D3 1.20 D2 2.40 D2 0.60 0.75 0.60 1.80 1.20 1.80 3.60 D3 BED RM. 3.95 X 3.60 F-15 2.80 X 1.80 BATH F-16 2.80 1.50 COMMON PATH DIST 23.60 M. MAX. TRAVEL DIST
2.70
S H O P - 1
0.50
E 488080.2174
G-09
F.F.L
+19.08m.
3.40 X 3.75
6.37 SQ.M.
3.75 X 3.85
F-19
F.F.L
DRIVE WAY / PARKING
TYPICAL
4.75 X 2.50
FLOOR PLAN
G-01
JUMEIRAH
G-19
+19.10m.
F.F.L
12.45
2.00% S L O P E
0.50
VILLAGE LLC
Jumeirah Village Circle (JVC) area of Dubai, is A N 2771587.8908 SCALE 1:100 DATE June-2020 A-303 GATE LVL. N 2771570.0377 2.00% SLOPE IN PAVEMENT A-303 1 +18.95m. 1.00 F.F.L 1.86 P.O.D. RAMP 5% SLOP GL-16 2.00% SLOPE IN PAVEMENT +18.93m. F.F.L 3.15 9.38 6.00 10.45 HYDRAULICALLY PRESSED KERB 0.65 0.94 F.F.L R11.10 RAMP TO BASEMENT R7.50 3.50 1.95 UPSTAND G-20 +19.11 m. F.F.L R11.10 7.60 OWNER Mr. IBRAHIM SAEED AHMED LOOTAH N 2771570.0377 A-303 1 PRIVATE TERRACE UPPER FLOOR 2.15 2.14 1.10 2.85 1.30 2.15 3.60 BED RM. F-15 5.60 GL-18 49.89 SQ.M. F-19 0.10 2.40 1.30 UPPER FLOOR 2.85 3.95 0.85 1.39 +36.85m T.O.P LANDSCAPE DECK +38.05m T.O.P OWNER Mr. IBRAHIM SAEED AHMED LOOTAH tower is now complete,
600x150x100mm WHEEL STOPPER
24.83 SQ.M.
E 488087.8538
3.85 X 3.60
DOWELLED TO RCC. SLAB
F-19
+36.75 m.
5.35
PROJECT
F.F.L
PROJECTION LINE
E 488056.0163
PROJECT
PROPOSED 2B+G+4PO+24 TYP+R
E 488056.0163
PROPOSED 2B+G+4PO+24 TYP+R
COMMERCIAL & RESIDENTIAL TOWER
COMMERCIAL & RESIDENTIAL TOWER
PRIVATE TERRACE
R4.50
(3RD-9TH AND 11TH-17TH)
CONSTRUCTION
DESIGN HIGHT
1.40
PROJECTION LINE
+0.37= [DMD+18.92 M.]
CONSTRUCTION
DESIGN HIGHT
Asst./Draft
1.70
VENT. SHAFT
2B+G+4PO+24+R
a remarkable addition to the city’s skyline. The A-201 B ROAD WIDTH 6.00M DRAWING TYPE Chk. Arch. Eng. Ibrahim bouhalla EXISTING INTERLOCK GATE LVL. GATE LVL. C A R E X I T +18.96 m. C A R ENTRY GAS FIL. CAB. BD 1 PARKING GREEN AREA 5.50 2.50 7 BICYCLE RACKS 4.85 +19.14m. F.F.L 5.45 1.50 0.80 0.90 PLOT LIMIT LOUVER AS PER MECHANICAL REQUIREMENTS PODIUM LIMIT 4.25 5.00 x 2.5M Parking = 31 Nos. (16.94%) LOCATION 2B+G+4PO+24+R PLOT No. JVC13NOHR400C +38.05m T.O.P 36.50 [119.75'] A-303 2 ALLOWED TOWER BUILD. LIMIT +36.85m T.O.P PLOT LIMIT PODIUM LIMIT 4.25 LOCATION 2B+G+4PO+24+R PLOT No. 2B+G+4PO+24+R standing as a testament to
5.45 X 0.75
G-22
F.F.L
Chk. Str. Eng. Mohamed salah
Firose
JUMEIRAH VILLAGE
JVC13NOHR400C
TRAFFIC BARRIER
JUMEIRAH VILLAGE
+0.36= [DMD+18.91 M.]
R0.60
PRINCIPAL CONSULTANT
PRINCIPAL CONSULTANT
Chk. Ele. Eng. Abdel menam
GREEN AREA
2
DS5
TOTAL PARKING PERCENTAGE
Architecture
A-303
Chk. Mech.Eng. Mahmoud Galal
0.80 X 2.00
36.50 [119.75']
G-23
+0.34= [DMD+18.89 M.]
G-29
SLOPE
FLOOR PLAN
0.80 X 2.00
TOTAL PARKING PROVIDED = 183 Nos.
structure consists of two basement levels, a A-302 PROJECT No. DWG No. A-110 Se. No. EXISTING INTERLOCK A-201 A PROPOSED INTERLOCK GATE LVL. BREECHING INLET N 2771583.6086 2.00% SLOPE IN PAVEMENT N 2771587.8908 GREEN AREA 4.93 5.50 x 2.5M Parking = 152 Nos. (83.06%) DWG TITLE: GROUND Chk. Arch. Eng. Ibrahim bouhalla 1ST A-201 A ROAD WIDTH 6.00M N 2771583.6086 N 2771587.8908 4.93 DWG TITLE: Firose 1st FLOOR PLAN innovation and thoughtful
G-24
E 488080.2174
E 488080.2174
+0.41= [DMD+18.96 M.]
FLOOR PLAN
PB-128
E 488087.8538
SCALE 1:100
PARKING PROVIDED IN GROUND FLOOR
June-2020
E 488087.8538
DATE
SCALE 1:100
5.50 x 2.5M Parking = 00 Nos. (00%)
June-2020
DATE
Chk. Arch. Eng. Ibrahim bouhalla
Asst./Draft
5.50 x 2.5M Parking = 06 Nos. (100%)
Asst./Draft
Chk. Str. Eng. Mohamed salah
TOTAL PARKING PROVIDED = 6 Nos.
PROJECT No.
Firose
ground floor, four podium levels, and 24 typical 1 BED ROOM FLAT = 4 Nos. POE/P.B.128 /2020/ GATE LEVEL ±0.00 = DMD +18.55 B A-302 ROAD WIDTH 6.00M GATE LVL. BASEMENT FLOOR PARKING = 35 Nos. DRAWING TYPE Chk. Str. Eng. Mohamed salah Se. No. FLOOR PLAN B A-302 1 BED ROOM FLAT = 2 Nos. DRAWING TYPE Chk. Ele. Eng. Abdel menam Se. No. design.
P A R K I N G P R O V I D E D
Architecture
Chk. Ele. Eng. Abdel menam
Chk. Mech.Eng. Mahmoud Galal
Architecture
+0.52= [DMD+19.07M]
ROAD LVL.
DWG No.
Chk. Mech.Eng. Mahmoud Galal
PROJECT No.
+0.39=[DMD+18.94 m.]
2 BED ROOM FLAT = 2 Nos.
A-108
PROJECT No.
GROUND FLOOR PARKING = 06 Nos.
DWG No.
PB-128
1ST PODIUM FLOOR PARKING = 34 Nos.
A-103
PB-128
PROJECT No.
2ND PODIUM FLOOR PARKING = 34 Nos.
PROJECT No.
POE/P.B.128 /2020/
3RD PODIUM FLOOR PARKING = 34 Nos.
2 BED ROOM FLAT = 2 Nos.
POE/P.B.128 /2020/
4TH PODIUM FLOOR PARKING = 37 Nos.
residential floors

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