Page 6 - THE JOURNEY

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-
5.68
6.95
5.98
7.35
6.80
6.60
5.65
ANY FORM, EXCEPT FOR THE INTENDED PURPOSE.
01-1 PODIUM LIMIT A-308 A-302 45.00 [147.64'] PLOT LIMIT N 2771615.998 DIMENSIONS ONLY ARE TO BE CONSIDERED. tomizations based on the
THIS DRAWING IS NOT TO BE SCALED. THE STATED
E 488055.6086
THE DISCREPANCIES ARE TO BE BROUGHT TO THE
6
5
B
PLOT LIMIT
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-
FOOT PATH LEVEL
F.P.L. =
FINISH GROUND LEVEL
F.G.L. =
4.35 F.F.L. = = FINISH FLOOR LEVEL tions, ensuring that every
C.L.
CONCRETE LEVEL
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 ALLOWED TOWER 4 5.80 BLOCK WORK requirements. From archi-
tectural design to interi-
SHEER WALL
BUILD. LIMIT
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 1.50 X 0.60 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
1.20 X 0.80
T-07
T-18
2.60 X 2.40
T-16
T-11
T-13
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
3.75 T-15 4.00 0.10 0.60 2.35 T-16 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
T-12
1.70 1.83 3.80 4.10 6.10 2.15 1.80 2.55 X 1.80 D3
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
THIS DRAWING IS THE PROPERTY OF :
A-203
A-203
3.60 3.85 X 3.60 OWNER 45.00 P.O.Box 97046, DUBAI. 45.00 P.O.Box 97046, DUBAI.
THIS DRAWING IS THE PROPERTY OF :
POE ENGINEERING CONSULTANTS
POE ENGINEERING CONSULTANTS
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 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
T.O.W
E 488056.0163
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 COMMON PATH DIST 60.00 M. F-25 1.20 F.R.L. = F.P.L. = F.G.L. = FINISH ROAD LEVEL
F.P.L. =
MAX. TRAVEL DIST 60.00 M.
FOOT PATH LEVEL
FOOT PATH LEVEL
MAX. TRAVEL DIST 60.00 M.
T-17
FINISH GROUND LEVEL
F.G.L. =
FINISH GROUND LEVEL
2.80 X 2.55
MAX. TRAVEL DIST 60.00 M.
FINISH FLOOR LEVEL
6.60
0.84 GL-01 0.84 T-17 PROPOSED 2B+G+4PO+24 TYP+R +0.02= [DMD+18.57 M.] SUBSTATION GATE LVL. SUBSTATION 1.78 1.98 1.00 +19.97 m. G-28 2.55 ROAD MASKING F.F.L. = = CONCRETE 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. = C.L. = FINISH FLOOR LEVEL in one of Dubai’s most
N 2771570.0377
CONCRETE LEVEL
C.L.
7.20 X 7.60
9.80
F.F.L
1 0.75 G-18 +18.57m. F.F.L 1.90 0.60 1.50 BUS BAR CHAMBER 2.45 10.10 X 8.05 G-27 DS3 R11.50 3.50 R11.65 4.35 C LANDSCAPE DECK 18.00 0.95 4.35 C
COMMERCIAL & RESIDENTIAL TOWER
E.T.S
+37.65 m.
L.V.ROOM
F.F.L
2 TRANSFORMER
4.80 X 7.60
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 +19.10 m. RAMP 2.00 8.05 DS6 ROAD MASKING +19.75 m. F.F.L +19.69 m. F.F.L 3.55 7.19 100X150MM UPSTAND FOR 3.58 R8.05 R8.15 16.22 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 1.29 COMMON PATH DIST 42.50 M. +38.65m 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 +3
F.F.L
G-17
+18.55m.
S.S.L
-0.60 M
F.F.L
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 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 2.90 G-15 0.45 2.45 2.40 3.70 0.60 CHILLED WATER PUMP ROOM 0.75 STAIR-2 2.90 2.50 2.75 0.20 0.90 DS4 R11.60 +19.68 m. F.F.L ROAD MARKING 2.00 % R A M P S L O P E 8.85 RAMP TO 1ST PODIUM ROAD MASKING 1.10 0.60 6 DS2 1.10 X 0.60 F.H.C G-13 5.50 R4.50 2.50 3.51 3.08 +21.31m. 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 2
PARAPET AS PER APPRL.
TRENCH FROM DEWA MAIN LINE TO
+38.45
WITH STEEL STRUCTURE)
L.V.ROOM THROUGH BASEMENT
F.F.L
CEILING AS PER DEWA STANDARD
AS PER APPROVAL.
SUBSTATION AS PER DEWA STANDARD
FULL LENGTH OF RAMP
+36.65 m.
9.86
S.S.L
BARRIER AS PER
APPLIED WATER PROOFING
S.POOL DETAILS
2.45
2.20
MEMBRANE AS/APRL (TYP.)
0.50
2B+G+4PO+24+R
10.10
2B+G+4PO+24+R
LV-02
3.64
BUILD. LIMIT
BUILD. LIMIT
6.80
CEMENT SHEETS PANEL WALL
SHEER WALL
2.00 WIDE
PROVIDE ABOVE GAR.RM.
250 MM UPSTAND FROM SSL. BBQ
G-14
0.30 X 0.30 PARAPET AS PER APPRL.
2.00
0.90 X 0.65 8.05 0.90 X 0.65
+18.55m.
6.80 X 4.50
G-26
2.23
0.93
6.87
CEMENT SHEETS PANEL WALL
F.F.L
+19.83m.
1.20M WIDE & 8% SLOPE
RAMP
0.40
F.F.L
5.57
AS PER DETAILS
R4.50
F.F.L
KITCHEN
JVC13NOHR400C
1.20 X 0.80
HATCHED AREA SHOWS
1.20M WIDE & 8% SLOPE
GARBAGE
JUMEIRAH VILLAGE
2.35
AREA BELOW TEL.CAB.
D6
3.00 X 2.75
1.20 X 0.60
BED RM.
3.15 X 2.35
AREA- 29.80 SQ.M.
G-16
W.M.RM.
F-13
4.60
3.15
3.55 X 4.30
F.F.L
1.50 X 0.60
S H O P - 3
6.00
5.20
4.30
2.00
AREA - 42.35 SQ.M.
ELEC RISER
D2
G-08
D6
G-09
7.05 SQ.M.
+18.74m.
1.59
1.59
D2
H.C. TOILET
4.85 SQ.M.
1.30
10.00 [32.80']
2.55
+36.75 m.
+36.75 m.
SETBACK PRINCIPAL CONSULTANT A-301 A +0.19= [DMD+18.74 M.] DS10 1.30 UP 5.45 STAIR-1 F.F.L 8.80 G-04 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 D9 2.40 G-03 NO SMOKING 2.00 LIFT-3 LIFT-4 2.00 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-301 A AS REVISED A-301 A 1.90 GL-07 F-17 1.80 2.50 STAIR-1 F-03 0.60 4.93 2.00 0.95 X 0.40 F-18 DN 0.75 1.25 SAP 0.30 1.80 X 2.55 1.60 D3 BATH 2.20 1.80 F-16 1.65 D3 1.10 1.65 1.00 0.50 D8 DB DU-HCC TOILET 1.10X1.65 F-16 D1 01 F-12 LIFT-1 LIFT-2 [ FIRE ] 2.25 2.25 4.60 LI
2.40 X 4.60
F.F.L
F.F.L
3.15 X 3.00
2.40 X 4.80
2.00
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
3.28
100MM AS PER DCD REQUIREMENT.
1.70
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 AS PER DETAILS 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 7.20 X 3.60 LIVING F-12 7.20 2.70 02 D1 DU-HCC DB KITCHEN 1.40 F-13 1.80 2.50 2.20 RECYCLE BINS 2.65 GAS RIS. O.T.S-2 2.20 X 2.20 2.20 F-18 1.80 2.20 TOILET 1.10 X 2.
1.30
NO
D4
3.75
1.80 WIDE
+19.39 m.
0.30 X 0.30
F.F.L
F.F.L
3.60
F.F.L
8% SLOPE
2.50 X 2.20
G-06
36.50 [119.75']
9.80
4.93
10.30 X 8.80
2.65 X 2.60
ENG.IBRAHIM
FINAL SUBMISSION
11-06-2020
DATE
CHKD
DESCRIPTION
S H O P - 2
DATE
CHKD
DESCRIPTION
4.45
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 STORE 2.40 X 1.50 G-12 0.65 1.00 1.20 0.60 0.85 1.15 W.M.C 1.00 X 0.60 5.70 G-25 2.30 +19.39 m. F.F.L RAMP G-19 ALL UPSTAND SHOULD BE SURROUNDED BY KERBSTONE 2 +19.54 m. 5.50 1.30 2.50 0.30 3.08 0.10 3.08 +18.22 m. 42.78 [140.34'] 8.25 42.78 A-202 B No 1. FINAL SUBMISSION 11-06-2020 FIROSE DRWN ENG.IBRAHIM GL-17 GL-19 1.60 2.85 3.85 3.80 2.70 BED RM. 4.05 X 4.00 F-15 3.45 0.20 4.00 2.15 0.10 1.60 1.35 D2 0.60 D3 D3 2.65 1.10 BATH 2.35 X 1.80 0.60 TOILET 2.35 X 1.10 F-16 2.35 F-16 2.55 1.80 D3 1.20
G-09
1.50 X 1.50
2.80 X 2.60
2.30 O.T.S-3
D3
+18.92m.
1.50 X 2.30
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 7.59 7.75 GL-15 3.50 1.30 1.30 RECESSED ROLL-OUT MAT 1.00 1.80 2.05 2.00 P.O.D. RAMP 5% SLOP 9.65 AREA - 54.38 SQ.M. 6.50 +19.18 m. F.F.L 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. 3.75 F-15 1.82 0.10 1.83 0.60 12.45 BED RM. 3.40 F-15 GL-04 3.75 0.95 2.80 0.30 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 1.20 WIDE LOBBY F-16 F-14
1.10
1.20
3.50
0.50
S H O P - 1
E 488080.2174
G-09
6.37 SQ.M.
+19.08m.
3.40 X 3.75
3.75 X 3.85
F-19
F.F.L
DRIVE WAY / PARKING
BATH
TYPICAL
4.75 X 2.50
G-01
FLOOR PLAN
JUMEIRAH
G-19
+19.10m.
F.F.L
3.95 X 3.60
0.50
F-15
2.00% S L O P E
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 600x150x100mm WHEEL STOPPER 0.65 0.94 F.F.L R11.10 RAMP TO BASEMENT R7.50 3.50 1.95 UPSTAND G-20 +19.11 m. R11.10 7.60 DESIGN HIGHT VILLAGE LLC 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. GL-18 F-15 5.60 49.89 SQ.M. F-19 0.10 2.40 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,
24.83 SQ.M.
E 488087.8538
HYDRAULICALLY PRESSED KERB
3.85 X 3.60
OWNER
Mr. IBRAHIM SAEED AHMED LOOTAH
F-19
DOWELLED TO RCC. SLAB
5.35
1.30
+36.75 m.
PROJECTION LINE
F.F.L
PROJECT
E 488056.0163
PROJECT
E 488056.0163
PROPOSED 2B+G+4PO+24 TYP+R
PROPOSED 2B+G+4PO+24 TYP+R
COMMERCIAL & RESIDENTIAL TOWER
PRIVATE TERRACE
COMMERCIAL & RESIDENTIAL TOWER
R4.50
DESIGN HIGHT
(3RD-9TH AND 11TH-17TH)
CONSTRUCTION
PROJECTION LINE
+0.37= [DMD+18.92 M.]
1.40
F.F.L
CONSTRUCTION
Asst./Draft
2B+G+4PO+24+R
1.70
VENT. SHAFT
5.45 X 0.75
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. F.F.L C A R ENTRY 2 GAS FIL. CAB. BD 1 PARKING GREEN AREA 5.50 2.50 7 BICYCLE RACKS 4.85 +19.14m. 5.45 1.50 0.80 0.90 LOUVER AS PER MECHANICAL PLOT LIMIT REQUIREMENTS PODIUM LIMIT 4.25 5.00 x 2.5M Parking = 31 Nos. (16.94%) LOCATION 2B+G+4PO+24+R PLOT No. 2B+G+4PO+24+R +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. JVC13NOHR400C standing as a testament to
Chk. Str. Eng. Mohamed salah
Firose
G-22
JUMEIRAH VILLAGE
TRAFFIC BARRIER
JVC13NOHR400C
JUMEIRAH VILLAGE
PRINCIPAL CONSULTANT
R0.60
+0.36= [DMD+18.91 M.]
PRINCIPAL CONSULTANT
Chk. Ele. Eng. Abdel menam
GREEN AREA
DS5
TOTAL PARKING PERCENTAGE
F.F.L
Architecture
A-303
Chk. Mech.Eng. Mahmoud Galal
0.80 X 2.00
36.50 [119.75']
+0.34= [DMD+18.89 M.]
G-23
SLOPE
G-29
0.80 X 2.00
FLOOR PLAN
structure consists of two basement levels, a A-302 PROJECT No. DWG No. A-110 Se. No. EXISTING INTERLOCK A A-201 PROPOSED INTERLOCK GATE LVL. BREECHING INLET N 2771583.6086 2.00% SLOPE IN PAVEMENT E 488087.8538 GREEN AREA 4.93 5.50 x 2.5M Parking = 152 Nos. (83.06%) DWG TITLE: GROUND DATE June-2020 1ST A A-201 ROAD WIDTH 6.00M N 2771583.6086 E 488087.8538 4.93 DWG TITLE: Firose 1st FLOOR PLAN innovation and thoughtful
TOTAL PARKING PROVIDED = 183 Nos.
G-24
E 488080.2174
E 488080.2174
+0.41= [DMD+18.96 M.]
FLOOR PLAN
PB-128
SCALE 1:100
PARKING PROVIDED IN GROUND FLOOR
June-2020
DATE
N 2771587.8908
5.50 x 2.5M Parking = 00 Nos. (00%)
SCALE 1:100
N 2771587.8908
Asst./Draft
Chk. Arch. Eng. Ibrahim bouhalla
5.50 x 2.5M Parking = 06 Nos. (100%)
Asst./Draft
Chk. Str. Eng. Mohamed salah
Chk. Arch. Eng. Ibrahim bouhalla
TOTAL PARKING PROVIDED = 6 Nos.
Firose
ground floor, four podium levels, and 24 typical 1 BED ROOM FLAT = 4 Nos. PROJECT No. GATE LEVEL ±0.00 = DMD +18.55 A-302 B ROAD WIDTH 6.00M GATE LVL. BASEMENT FLOOR PARKING = 35 Nos. DRAWING TYPE Chk. Str. Eng. Mohamed salah Se. No. FLOOR PLAN A-302 B 1 BED ROOM FLAT = 2 Nos. DRAWING TYPE Chk. Ele. Eng. Abdel menam Se. No. design.
Chk. Mech.Eng. Mahmoud Galal
P A R K I N G P R O V I D E D
Architecture
Chk. Ele. Eng. Abdel menam
+0.52= [DMD+19.07M]
Architecture
ROAD LVL.
PROJECT No.
DWG No.
POE/P.B.128 /2020/
Chk. Mech.Eng. Mahmoud Galal
+0.39=[DMD+18.94 m.]
2 BED ROOM FLAT = 2 Nos.
GROUND FLOOR PARKING = 06 Nos.
PROJECT No.
DWG No.
A-108
PB-128
1ST PODIUM FLOOR PARKING = 34 Nos.
A-103
PB-128
2ND PODIUM FLOOR PARKING = 34 Nos.
PROJECT No.
POE/P.B.128 /2020/
PROJECT No.
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