CON-15297
Al Mamzar Park Hotel Al Mamzar, Dubai, U.A.E.
Concept Design Report Rev 01
Architecture, Structure and MEP
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
2
Cover Sheet Concept Report for Al Mamzar Park Hotel Plot no. 1340985 Al Wuheida Street, Mamzar, Dubai United Arab Emirates
Report No.
CON 15297 - CDR
Revision No.
Rev 01.
Status
Concept Design Report Submission
Date
03 March 2016
Prepared for Airolink Building Contracting LLC Dubai. United Arab Emirates
Revision History
01
3.3.2016
For Review
HN
AW
RT
00
15.2.2016
For Review
MM
AW
RT
Revision No.
Date
Description
Prepared
Checked By
Approved By
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
3
Index
- Architectural Concept Design - Structural Concept Design - MEP Concept Design
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
4
Index No.
Topic
25
Preliminary Space Allocation Programme
1
Executive Summary
26
Space Relationships between facilities
2
Introduction
27
Landscape, Swimming Pool Details
3
Design Data & Philosophy
28
Materials brief
4
Site Location - Affection Plan
29
Vertical Circulation Schematics - VTS Report
5
Site Location - Mamzar, Dubai, U.A.E
30
Fire, Life And Safety
6
Site Photographs
31
Environment & Energy Conservation Study
7
Site Constraints, Exceptions & Civil Aviation Constraints
32
Solar Study
8
Project Brief
33
Faรงade Study
9
Schematic Section
34
BMU Study
10
Project Statistics
35
Site Survey
11
Preliminary Design Studies
36
Seismic Zoning Parameters
37
Climate & Environmental Data
12
Architectural Design Drawings
38
Traffic Flow Diagram
13
Floor Plans, Blow-ups, Elevations & Sections
39
Transportation
14
Perspective
40
Public Right of Way & Utility Corridor - Cross Section
15
Area Calculations
41
Utility Plans
16
Area Breakdown
17
Built-up Area (B.U.A)
42
Structural Concept Design Report (Rev 01)
18
Gross Floor Area (G.F.A)
19
Car Parking Calculations
43
MEP Concept Design Report
20
Car Parking Area Diagram
21
Car Parking Schematics
22
Fire Proof Zoning Plans
23
Ventilation Strategy
24
Circulation Diagrams - Access Strategy
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
5
Executive Summary
Design Data & Philosophy
The purpose of this Concept Design Report is to develop the most ideal conceptual design fitting to the context, well-coordinated with the functionality and operational aspects of the facility with due diligence considering all existing local statutory guidelines and regulations and other governing bodies as applicable. Carry out all necessary value Engineering related to concept and architectural system and materials as well as design in consultation, coordination and agreement with the Design and Build Contractor and other sub consultants for establishing the most economic and easily buildable design solutions. This report presents an explanation of the Project Brief, the study and evaluation of the original concept and its further refinement. This report includes appropriate designs, graphic illustrations, site development plan, architectural development, schematic structural system, conceptual electro-mechanical systems and special systems, building materials and construction principles, initial concept cost estimate and implementation considerations, to facilitate client review and approval.
The project respects the sensitivity of the neighbourhood and its unique features. The site has many different constraints such as the Civil Aviation Height Limit, 91.00 m setback of the tower structure (G+15) from the main street edge, etc. Conin’s design carves out a series of spaces and sympathetically injects a variety of experiences to fully exploit the return of investment (ROI) potential of the development. Fused together with the elements of nature and despite the large investment-driven components, an over-riding sense of well-being permeates through the entire design. The design intent is to consider the entire building mass as a single entity, with access to the retail component from the hotel itself. Considering the building being designed to host the occupants, the shape of a butterfly perching on top has been provided. The intention is to provide a sense of welcoming experience for the hotel guests.
Introduction The project comprises of a 2B + G + 14+ R – Hotel with Banqueting Facilities and Retail units operated by the Hotel. Nestling in Al Mamzar, Dubai; amongst a few other landmark projects including Hotels, Malls (Century Mall, Al Mulla Plaza), this iconic design represents Conin’s capability to deliver iconic projects. The project is spread across 109,603 sqft. of virgin land. Plot No. 1340985, situated next to Al Wuheida Street and is approximately a kilometer from Century Mall. It comprises of 393 key units of Guestrooms and Suites with Banqueting facility of 14685 sq.ft. The project coverage is 97% of the plot with achieved GFA of 546,619 sqft.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
CON-15297
Al Mamzar Park Hotel Al Mamzar, Dubai, U.A.E. Architectural Concept Design
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
7
Site Location - Affection Plan Site Location إدارة اﻟﺗﺧطﯾط اﻟﺗﺷرﯾﻌﺎت اﻟﺗﺧطﯾطﯾﺔ
Zone Regulations for plot: 1340985 Community
AL MAMZAR - 134
Area
10182.45 SQ. METERS RC2/5m
G+M+3
Height R6/4
RC2/5m Parking R6/4
GP+3 Parking For Each Flat And For Each Studio And Two Parking For Each Flat Exceeds From 150 Sq. mtrs And Parking For Each 70 Sq. mtrs From Commercial use and for each 50 Sq. mtrs from Offices use . Parking For Each Villa And Each Studio And Parking For Each Flat Has Area Exceed 1600 Feet
RC2/5m
Unidentified
R6/4
Unidentified
Remarks
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
8
Location - Dubai
Site Location - Mamzar, Dubai, U.A.E
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Landmark - Century mall - Dubai Plot Location
3
4
2
1
Site Location - Mamzar, Dubai, U.A.E
9
Site Photographs
1
3
View of the site - through the South direction, showing the existing situation.
View of the site - through the North direction, showing the existing situation.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
2
4
View of the site - through the West direction, showing the existing situation.
View of the site - through the East direction, showing the existing situation.
10
Site Constraints, Exceptions & Civil Aviation Constraints 1 - Site Constraints إدارة اﻟﺗﺧطﯾط اﻟﺗﺷرﯾﻌﺎت اﻟﺗﺧطﯾطﯾﺔ
RC2/5m
Quarter of the Height From Neighbor And From Center Of Sikka Maximum 7.5 m and a minimum of 3 m
R6/4
Quarter of the Height From Neighbor And From Center Of Sikka Maximum 7.5 m and a minimum of 3 m
Setback
RC2/5m
Residential, Commercial and Offices
Landuse R6/4
Residential / Res. Apartments
2 - Exceptions
Exception Details
/ طﺎﺑﻘﯾن و ﺑرج ﺳﻛﻧﻲ+ ﺳﻌﯾد ﻣطر ﺳﻌﯾد ﺑن ﺑﻠﯾﻠﮫ ﺑﺑﻧﺎء ﻣرﻛز ﺗﺟﺎري ﻋﻠﻰ ﻛﺎﻣل اﻟﻌﻣق ﺑﺎرﺗﻔﺎع أرﺿﻲ/ ﯾﺻرح ﻟﻠﺳﯾد ﻣﻊ, ( ﻗدم ﻣن ﺣد اﻟﺷﺎرع اﻟرﺋﯾﺳﻲ و ﻟﺑﺎﻗﻲ ﻋﻣق اﻷرض300) ﻣﺗر91 ( طﺎﺑق ﺑﺎرﺗداد15) + ﻓﻧدق ﺑﺎرﺗﻔﺎع أرﺿﻲ ﻣﻊ, ﻣﻊ اﻹﻟﺗزام ﺑﺎﻹﺷﺗراطﺎت اﻟﺗﺧطﯾطﯾﺔ و اﻟﺑﻧﺎﺋﯾﺔ,(1340999) ﻣراﻋﺎة ﺗوﻓﯾر اﻟﻣواﻗف ﻓﻲ اﻷرض اﻟﻣﺟﺎورة رﻗم ﻣن ﻗﯾﻣﺔ اﻷرض%1 = إﻣﻛﺎﻧﯾﺔ ﻧﻘل اﻟﻣواﻓﻘﺔ ﻓﻲ ﺣﺎﻟﺔ اﻟﺑﯾﻊ ﻟﻣﺎﻟك آﺧر ﺷرﯾطﺔ دﻓﻊ رﺳوم ﻗﯾﻣﺗﮭﺎ.
Frozen By Partial Frozen Details Fully Frozen Details Fully Affected Details Coastal Details
Zone Regulations for plot: 1340985 Community
AL MAMZAR - 134
Area
10182.45 SQ. METERS RC2/5m
G+M+3
Height R6/4
RC2/5m Parking R6/4
GP+3 Parking For Each Flat And For Each Studio And Two Parking For Each Flat Exceeds From 150 Sq. mtrs And Parking For Each 70 Sq. mtrs From Commercial use and for each 50 Sq. mtrs from Offices use . Parking For Each Villa And Each Studio And Parking For Each Flat Has Area Exceed 1600 Feet
RC2/5m
Unidentified
R6/4
Unidentified
Remarks
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Metro Details
It is permitted for Mr. Saeed Matar Saeed Bin Beleila to build: • Commercial centre on the whole coverage of GR floor + 2. • Residential Tower / Hotel (G+15) - with a setback of 91m (300ft) from the edge of the main road till the edge of the plot. • Parking should be provided on the plot (1340999), with consideration of the planning and construction conditions. • This Exceptional Approval can be transferred to a different owner provided 1% of the land cost is paid.
Site Constraints, Exception & Civil Aviation 11 Constraints
3 - Civil Aviation Constraints
Table 18 – Drawing list
Obstruction Limitation Surface
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Obstruction Limitation Surface
12
Project Brief Project
Al Mamzar Park Hotel
Location
Dubai, U.A.E
Plot Size
10182.45 m² / 109603 ft²
Type
Hotel + Commercial
Brief
The proposed project is a hotel with 2 basements, Ground for retail and Hotel main lobby, 1st floor for retail, restaurants, 2nd floor for banqueting facilities, 3rd floor for recreational facilities and typical guestrooms floors above.
Basement 1
BOH, Mechanical rooms, Services, Parking
Basement 2
BOH, Mechanical rooms, Services, Parking
Parking Provided
539
Parking Required
497
Ground Floor
Restaurants, Main lobby, Retail, F.O.H
1st Floor
Retail, Restaurants, Prayer Rooms, Lift Lobbies
2nd Floor
Banquet Halls, F.O.H, Offices, Restaurants
3rd Floor
Pool-deck, Changing rooms and showers.
4th - 14th Floors
Guests Rooms, Suites
Roof
Water Tank, Gas, Services & Utilities
Disabled Car Parking Preferred Car Parking Bicycle bays
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
2.5% of Total Car Parking (14 Parking Provided) 5% of Total Car Parking (27 Parking Provided) 15% of Total Car Parking (80 bays)
13
Schematic Section RETAIL/BALLROOMS BLOCK
PLOT LIMIT
PLOT LIMIT
OPTION 04 HOTEL BLOCK
(ASSUMED BUILDING HEIGHT) +62.00 m DMD (CIVIL AVIATION HEIGHT LIMIT) 62.00 m DMD ROOF
14 13 12 11 10
LEGEND MIN. UNOBSTRUCTED FLOOR HEIGHT CLEARANCE REQUIRED FOR RESIDENTIAL OR HOTEL USE = 9 ft. (2.7m)
RESIDENTIAL / HOTEL
9
SHOPPING CENTRE / COMMERCIAL / RETAIL
8
HALLS / BALLROOM / CONFERENCE CENTRE
7
OFFICES
6
COVERED CAR PARKING
5
SPORTS / RECREATION / SPA
4 3
RESTAURANT SERVICES
2
MIN.FLOOR HEIGHT CLEARANCE REQUIRED FOR COMMERCIAL HALLS AND SHOPPING CENTRES = 14 ft. (4.2m)
2
1
MIN.FLOOR HEIGHT CLEARANCE REQUIRED FOR COMMERCIAL HALLS AND SHOPPING CENTRES = 14 ft. (4.2m)
1 6m WIDE SERVICE ROAD
6m WIDE SERVICE ROAD
MAIN ROAD LANDSCAPE
G
MIN.FLOOR HEIGHT CLEARANCE REQUIRED FOR COMMERCIAL HALLS AND SHOPPING CENTRES = 14 ft. (4.2m)
G
B1
MIN. FLOOR HEIGHT CLEARANCE REQUIRED FOR COVERED CAR PARKING BAYS = 8 ft. (2.4m)
B1
B2
MIN.FLOOR HEIGHT CLEARANCE REQUIRED FOR COVERED CAR PARKING BAYS = 8 ft. (2.4m)
B2
+/- 3.10 m DMD
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
PLOT LIMIT
PLOT LIMIT
+/- 0.00 m DMD
14
Project Statistics Option 04
CON-15297-Al Mamzar Park Center, 2B+G+14+R, Hotel, Al Mamzar, Dubai, UAE Project Information Sheet
Disclaimer: The following project information tables prepared by Incorporated Consultants CONIN is for informative purpose only and does not bind to any legal rights or obligations.
Project Essentials
Project Efficiency
Description Plot Area
Area
Area
(sqm.)
(sqft.)
10,182.45
Plot Coverage Achieved GFA
109,603.89
-
Car Parking Efficiency
GLA / BUA
49.82%
Covered Parking Area (sqm.)/
GLA / GFA
71.09%
No. of Parking Bays
Building Height Topmost Level
29.58
Ht. above Ground Level
-
50,782.27
Typical Floor Area Breakdown
546,620.32
4.99
FAR BUA
Building Efficiencies
97.02%
Allowed GFA
Project Identity
72,462.22
Lift Lobby & Corridors
3,207
Core & Services
1.3%
49,130
Lift Lobby & Corridors
19.2%
GLA
36,099.56
388,575.62
Balconies
Saleable Area (Hotel Rooms)
18,872.99
203,148.88
Residential/Hotel Room Area
203,149
Sub-Total BUA
255,486
A
B
Balconies
-
59 m.
Floor Area Ratio
Typical Floor Area Efficiency
Core & Services 779,983.33
+62.00m AMSL
4.99
0.0%
Residential/Hotel Room Area
79.5%
Project Area Breakdown Summation Area Category
A+B+C
A+B Hotel Room
BUA (sqft.) GFA(sqft.)
GLA (sqft.)
Area (sqft.)
Floors
Offices
Retail Area
Balconies
(sqft.)
(sqft.)
(sqft.)
C
Other Leaseable Area (sqft.)
D
E
Covered BOH
Circulation
Parking Area Covered Driveways
Services Area
Pool Services
(sqft.)
(sqft.)
& Ramps
(sqft.)
(sqft)
2,059.38
981.64
981.64
1480.03
14
23,927.73
23,420.75
18,468.08
18,468.08
486.16
4,466.51
290.08
13
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
12
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
11
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
10
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
9
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
-
8
23,927.73
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
7
23,927.73
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
6
23,927.87
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
5
23,927.87
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
18,468.08
305.95
4
23,928.54
23,420.33
18,468.08
485.56
4,466.69
3
25,927.25
17,567.57
9,043.78
905.91
8,137.87
4,583.87
3,939.92
255.56
2
96,285.74
94,229.00
59,222.92
19,749.90
39,473.02
13,888.46
21,117.62
1666.12
1
95,910.87
88,042.39
61,740.43
5,868.72
43,193.22
12,678.49
5,160.23
21,141.73
1308.63
Ground
90,535.83
88,173.00
55,419.61
4,707.55
32,630.47
18,081.59
11,752.80
21,000.59
7747.14
1st Basement
102,565.30
-
-
87,111.71
2002.88
2nd Basement
103,492.84
-
-
85,757.22
10546.79
172,869
28,214
Total
779,983
546,620
388,576
203,149
31,232
75,824
Floorwise Distribution
Types
(sqft.)
Floors
No. of Units
78,371
40,733
117,312
-
Car Parking Calculation
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Unit Mix & Report Distribution (Rev 01) Concept Design Net Area/Unit
0
(sqft.)
(sqft.)
Roof
Canopies/ Projections
Hotels Unit Ratio
Standard Guest Rooms
Offices 68 Leased Offices
Commercial 0
Commercial Usage Type I
Residential 141
-
7
23,927.73
23,420.81
18,468.08
18,468.08
486.23
4,466.50
6
23,927.87
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
5
23,927.87
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
18,468.08
4
23,928.54
23,420.33
18,468.08
3
25,927.25
17,567.57
9,043.78
905.91
2
96,285.74
94,229.00
59,222.92
19,749.90
1
95,910.87
88,042.39
61,740.43
5,868.72
43,193.22
88,173.00
55,419.61
4,707.55
32,630.47
290.08
485.56
4,466.69
305.95
8,137.87
4,583.87
3,939.92
255.56
39,473.02
13,888.46
21,117.62
1666.12
12,678.49
5,160.23
21,141.73
1308.63
18,081.59
11,752.80
21,000.59
Ground
90,535.83
1st Basement
102,565.30
-
-
87,111.71
2002.88
2nd Basement
103,492.84
-
-
85,757.22
10546.79
172,869
28,214
Total
779,983
546,620
388,576
203,149
31,232
75,824
Floorwise Distribution
0
78,371
Types Guestrooms
Suites
(sqft.)
Floors
388
4 to 14
Type II
576
4 to 14
Area/Unit (sqft.)
Floors
No. of Units
Unit Ratio
319 22 No. of Units
81.17% 5.60% Unit Ratio
Standard Guest Rooms Suites
Offices 68 Leased Offices
-
-
936
4 to 14
11
2.80%
Halls & Lobbies
4th & 14th
24
6.11%
Offices
58
2 Bay (III)
761
4th & 14th
2
0.51%
Restaurant Areas
69
757
4 to 14
9
2.29%
Sub-Total
3 Bay (I)
1157
4th & 14th
4
1.02%
Grand Total
3 Bay (II)
1098
4th & 14th
2
0.51%
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
100%
Usage Type I
Residential 141
Commercial Usage Type II
Apts. >1600 sqft.
772
393
0
Commercial
Apts. <1600 sqft.
2 Bay (I)
Total
Commercial
26
2 Bay (II) 2 Bay (IV)
117,312
Hotels Net Area/Unit
Type I
Types
7747.14
Car Parking Calculation
Unit Mix & Distribution
Standard
40,733
Project Statistics 15
Disabled Parking
135
356.02
0
140.94
0
Required
497
Provided
539
Variance
-42
Required
7
Provided
14
Variance
-7
16
Preliminary Design Studies Building Massing
Option 2 Option 1
Option 3
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Option 4
Preliminary Design Studies 17
Building Massing
Option 5
Approved Option
Option 6 CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
CON-15297
Al Mamzar Park Hotel Al Mamzar, Dubai, U.A.E. Architectural Design Drawings
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
19
KEY PLAN
Site Plan
48a-Road 30.48 m
91.00
Floor Plans ROAD 30.48 m
Scale 1:500
ROAD 30.48 m GENERAL NOTES:
ASPHALT EDGE LEVEL
GATE LEVEL = 0.30 m. ABOVE ASPHALT LVL.
BANQUET HALL DROP-OFF
PODIUM BOUNDARY GATE LEVEL 02
Do not scale from the drawings.
All dimensions are in millimeters/ levels in m otherwise.
PODIUM BOUNDARY
(112.47 m) 369.00 ft.
All dimensions to be verified on site an engineer.
(12
ARCHITECTURAL +0.00 LVL =
m) 42
STAIRCASE ROOF
.39 ft.
t. 8f
2.7
)4
4m
.92
STAIRCASE ROOF
.0 (13
This drawing is the copyright of CO Consultants, Dubai) and must not be retai without Conin's written consent.
ARCHITECTURAL +0.00 LVL = +03.47 DMD
N
UPPER ROOF
ROAD 36.58 m
SERVICE ROAD
LIFT MACHINE ROOM ROOF 91 m .SETBACK FROM MAIN STREET
TOWER BOUNDARY
PROPOSED PODIUM 2B+G+2+Pool Deck
TOWER CANOPY
SWIMMING POOL DECK
ATRIUM WITH SKYLIGHT
SWIMMING POOL
(68.60 m) 225.07 ft.
BALLROOM ROOF TOP
(63.60 m) 208.66ft.
PROPOSED HOTEL TOWER 2B+G+14+Roof
ROOF TOP
HOTEL DROP OFF
GATE LEVEL 03
ASPHALT EDGE LEVEL
GATE LEVEL 01
PODIUM TOP
ASPHALT EDGE LEVEL
SERVICE ROAD
TOWER CANOPY 91 m .SETBACK FROM MAIN STREET
3d-Road 36.58 m
TOWER BOUNDARY
8 7 6 5 4
UPPER ROOF
3 2
STAIRCASE ROOF
1 0
23/02/2016
MM
NO.
DATE
BY
FOR TEMPORARY F
DESC REVISIONS AND ISSUES
CLIENT
SAEED MATAR SAEED BIN
91.00 m Setback Requirement
STAIRCASE ROOF
91.00 59
(8.
(71.02 m) 233.01 ft.
PARKING ENTRY
PARKING EXIT
(54.87 m) 180.02 ft.
AIROLINK JO
AIROLIN CONTRA
Perfect Measure in
LOADING / UNLOADING GATE LEVEL 04
Adjacent Plot Plot No. 1340821
t.
8f
8.1
2 m)
MAIN CONTRACTOR
PO Box: 426 Tel: +971 4 Fax: +971 4 Quality Con www.airolin
GARBAGE COLLECTION BAY LEAD CONSULTANT
NEIGHBOURING RESIDENTIAL BUILDING
ASPHALT EDGE LEVEL
ASPHALT EDGE LEVEL
ROAD 18.29 m
50-Road 18.29 m
GATE LEVEL 05
Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE, Tel: +971 4 2662225, Fax: +971 4 2662227, Email: info@co
PROJECT
AL MAMZAR PARK HO 2B + G + 14 + R Hotel, Banqueting
03 A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
SITE PLAN
DRAWING
50-Road 18.29 m
Adjacent Parking Plot Plot No. 1340999
SHEET
SCALE
A1 PROJECT No.
CON-15297
DRAWING No.
DRAWN
REVISION No.
Floor Plans 20 KEY PLAN
2 E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
PLOT LIMIT
30 .48 m 48a-R oad 30.48 m
7
FF
(112.4
BANQUE HALL DROP-O T
m) 0
369.0
Basement 2 Floor Plan
ft.
RO AD 30 .48 m PLOT
Scale 1:500
LIMIT 3 135.50°
E:501963.029
N:2797566.165
PLOT
(13.04 m) 42.78 ft. LIMIT 6
135.49° E:502061.354
PLOT
N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
SE
(71.02 m)
233.0
25.00
ft.
AD
7
MALL DROPOFF
RO
225.0 1
E
m)
IC
(68.60
RV
ft. 3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC ROAD 89.49°
5 PLOT
48.77
6'
6"
7
8
9
10
11
12'
12"
13
14
15
16
IC
lW
E
uh
17
a
RO
AD
eid
Ro
ad
N
5
E:502011.302
4
N:2797504.341
RV
9-A
3
LIMIT
SE
10
2
1
48
.77
m
126668 8000
8000
8000
8000
8450
8000
8000
8000
8000
9215
6871
7104
6276
8250
B
PLOT LIMIT
A-302
28
B02
29
B02
30
31
B02
B02
32
B02
33
34
B02
35
B02
36
B02
37
B02
38
B02
B02
B02
39
B02
41
40
42
STAIR 4 B1-04
6510
263
B02
262
261
B02
260
B02
259
B02
B02
258
257
B02
B02
256
255
B02
254
B02
B02
253
252
LIFT LOBBY B2-35
B02
B02
251
B02
250
249
B02
248
B02
247
B02
246
B02
245
B02
B02
243
244
B02
B02
B02
221
B02
B02
222
223
B02
224
B02
225
B02
B02
226
227
B02
B02
229
B02
230
B02
231
LIFT 05
LIFT 06
LIFT 07
B02
B02
233
B02
234
235
B02
236
B02
237
B02
238
B02
239
B02
241
00
8253
B02
B02
214
B02
213
212
B02
210
B02
B02
205
204
B02
203
B02
B02
202
201
B02
200
B02
B02
199
198
B02
B02
197
B02
196
195
B02
194
B02
193
B02
192
B02
191
B02
190
B02
B02
189
187
28100
SERVICE B2-37 3600
8151
WORKSHOP AND MAINTENANCE B2-38
-7.300
UBS B2-36 3600
TEL. B2-34 4000
4000
B02
B02
CONTROL ROOM B2-32
ELEC. B2-33 3675
-7.300
B02
63
59
B02
B02
2300
64
00
58
.0
B02
00
160
161
162
B02
163
B02
B02
165
B02
166
167
B02
168
B02
B02
169
170
B02
171
B02
B02
172
173
B02
174
B02
175
B02
176
B02
177
B02
178
B02
179
B02
180
B02
181
B02
B02
182
183
B02
184
40
5500
6250
B02
B02
152
B02
151
150
6500
.00
0
LIFT LOBBY B2-31
B02
66
.0 00 B02
40 0
153
00
0.0 00
00 0.0 B02
0
.0
57
40 00
700
00
.00
40
00
40
B02
B02
B02
149
148
147
146
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
145
144
143
142
141
140
139
138
137
136
135
134
133
132
131
130
129
128
127
126
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
B02
STAIR 2 B2-02 LIFT 03
67
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
40
125
00
.0
00
S.LIFT 02 B02
69 -7.300
B02
5.50 M DRIVE WAY
B2-12
S. LIFT 03
97
B02
96
95
B02
94
B02
93
5500
5000
98
B02
B02
B02
92
91
B02
B02
90
89
B02
88
B02
B02
87
86
B02
85
B02
B02
84
83
B02
82
B02
81
B02
80
B02
79
B02
78
B02
77
B02
76
B02
75
UP
B02
74
B02
73
B02
72
FIRE WATER TANK B2-17
B02
71
A-301
DOMESTIC WATER TANK B2-18
B02
STAIR 3 B2-03 B02
A
COLLECTION
70
GREY WATER TANK BELOW
L
SERVICES SERVICES HOUSE B2-14 KEEPING MAIDS RM GARBAGE COLLECTION B2-13 GARBAGE
LOBBY SERVICES LOBBY
99
B02
RM
12225
9701
N 2797602.239 E 502099.964
7298
Room 1504
5500
100 6080
5500
B02
ELEC. ELEC. B2-15
15229
.0 00
103
RM
40
0 .000
STAIR 6 B2-06
GREY WATER TANK BELOW
M
102
00 UP
00
.00
6651
12308
TEL. TEL B2-16
68
5500
B02
101
8000
A-301
9701
B02
PUMP ROOM B02
50
11%
A
154
3000 11% Slope
Slope Ramp Length = 42 m.
L
300
K
PUMP ROOM B2-19
LIFT 04
B02
3000
J
B02
5.50 M DRIVE WAY
5.50 M DRIVE WAY
5500
7300
6.25 M DRIVE WAY
00
B02
56
-7.300
FROM BASEMENT 01
H
B02
55
00
TO BASEMENT 01
40
65
.0
00
164
B02
40
B02
5500
00
159
B02
.0
158
B02
54
0
157
B02
PLOT LIMIT
11680
N N 2797504.341 E 502011.301 7500
PLOT LIMIT
8000
8000
8000
8000
8450
8000
PLOT LIMIT N 2797554.724 8000 E 502061.353
8000
8000
9215
G
B02
.00
156
B02
B02
53
00
155
B02
F
B02
52
40
STORE B2-40
B02
51
00
B02
0
B02
-7.300
5500
40
.00
.0
00
40
60
B02
B02
185
131
50 00
B02
62
186
-7.300
B02
01
00
B02
61
E
B02
5.50 M DRIVE WAY
B02
188
B02
50
5400
B02
206
LIFT 08
02
8000
B02
207
LOBBY B2-39
B02
K
B02
208
B02
130
03
J
B02
209
B02
49
5500
B02
7600
B02
211
D
-7.300
1208
2500
00
74853
B02
215
5500
4 B02
216
48
N
7300
5.50 M DRIVE WAY
5400
.0
0 00
0.0
04
H
00
.0
B02
400
5.50 M DRIVE WAY
00
05
-7.300
CCTV B2-20
B02
LOBBY B2-30
B02
47
40
ARCHITECTURAL +0.00 LVL =
C
5742
3759
LIFT 02
40
B02
F G
5500
B02
46 00
.0 00
5851
7300
1200
06
STAIR 1 LIFT B2-01 01
B02
B02
07
E
1895
4097
B02
240
00
40
B02
232
.0
00
228
00
.0
220
40
00
B02
219
D. All dimensions to be verified on site an the engineer.
3642
5.50 M DRIVE WAY
B02
218
5.50 M DRIVE WAY
B02
217
5500
B02
08
45
B02
242
267
3859
SERVICES B2-10 2850
TEL. B2-11
PLOT LIMIT N 2797646.757 E 502054.544
REFRIGERATION ROOM B2-25
STORE B2-24
3292
264
B02
2155
265
B02
ELECTRICIAN B2-26
ENGINEERING B2-23 3859
2155
7000.000
00 .0
266
B02
3835
5500
00 B02
LINEN SERVICES LOBBY B2-08 B2-07 SERVICES B2-09 1750
S.LIFT 01
B02
B02
D
B02
267
09
ELEC. B2-57
44
40 B02
5500
10 8000
0
5500
B02
.00
B
PLUMBER B2-27
96
00
5425
B02
00
20
40
7600
43
B02
40
GENERAL STORE B2-22 78 44 1750
B02
5.50 M DRIVE WAY 4100
00
31
-7.300
88
-7.300
PAINTER B2-28
4104
39
B02
A
PAINT STORE B2-29
HOUSE KEEPING STORE B2-21
5000
27
B02
7600
26
B02
8000
25
B02
7300
24
B02
5400
23
B02
8253
22
B02
74853
21
B02
5400
20
B02
8000
19
B02
Do not scale from the drawings.
C. All dimensions are in millimetres and le unless noted otherwise.
6871
7104
6276
B A-302
8250
7600
18
B02
3292
17
B02
8848
16
B02
UP
11
B.
1200
15
8600
STAIR 5 B2-05 UP
B02
12
C
A. This drawing is the copyright of CONIN Consultants, Dubai) and must not be retained, cop without the above consultant's authority.
8856
14
B02
3100
B02
2000
13
STORE B2-41
PLOT LIMIT
B02
6550
B02
5500
N 2797553.123 E 501963.067
GENERAL NOTES:
PLOT LIMIT
1200
5000
A B
9002
N 2797646.617 E 502041.624
9002
PLOT LIMIT N 2797593.647 E 502100.022
M 5000
7500
N 2797566.166 E 501963.029
Rev
Revision Descript
REVISIONS A CLIENT TITLE:
N
SAEED MATAR SAEED BIN BELEI MAIN CONTRACTOR:
AIROLI CONTR
126668
PO Box: 4 Tel: +971
+971 A I R OL I N K Fax: www.airoli Perfect Measure in Quality Construct
1
2
3
4
5
6'
6"
7
8
9
10
11
Y1
Y2
13
14
15
16
17
LEAD CONSULTANT
Incorporated C PO Box 64223, Tel: +971 4 266
PROJECT TITLE:
AL MAMZAR PARK HOTEL
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
DRAWING TITLE:
BASEMENT 02 LAYOUT SHEET:
A1
JOB NO.:
CON 15297
SCALE:
1 : 250
DRAWN:
MM
DRAWING NO.: REV.:
A-101
Floor Plans 21 KEY PLAN
2 E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD LIMIT
134.95°
134.95°
PLOT
30 .48 m 48a-R oad 30.48 m
7 m)
OFF
(112.4
BANQU HALL DROPET
0
369.0
Basement 1 Floor Plan
ft.
RO AD 30 .48 m PLOT
Scale 1:500
LIMIT 3 135.50°
E:501963.029
N:2797566.165
PLOT
(13.04 m) 42.78 ft. LIMIT 6
135.49° E:502061.354
PLOT
N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
SE
25.00
17
ft.
48.77
16
1
15
233.0
14
m)
13
(71.02
12"
SE
10
RV
9-A
IC
lW
E
uh
a
RO
AD
eid
Ro
ad
N
12'
E:502011.302
11
N:2797504.341
10
LIMIT
9
PLOT
8
5
7
89.49°
6"
3.00
6'
Ad Plo jac t No en t . 13 Plo t 40 82 1
5
ROAD
4
E
3
SERVIC
2
1
ft.
AD
7
MALL DROP OFF -
RO
225.0
E
m)
IC
(68.60
RV
48
.77
m
126668 7104
B01
33
B01
B01
34
35
B01
B01
36
37
B01
38
B01
B01
B01
39
40
UP
B01
5500
-3.800
B01
264
B01
263
B01
B01
262
261
B01
260
B01
259
B01
B01
258
257
B01
B01
256
255
B01
254
B01
B01
253
B01
252
LIFT LOBBY B1-35
251
B01
250
B01
249
B01
248
B01
B01
247
246
B01
245
45
B01
B01
220
B01
221
B01
B01
222
223
B01
224
B01
225
B01
B01
226
227
B01
B01
228
229
B01
230
B01
B01
231
B01
232
233
B01
234
B01
235
B01
236
B01
B01
237
238
B01
239
241
00
2775
00
40
.0
B01
5500
5.50 M DRIVE WAY
B01
212
B01
B01
211
210
B01
209
B01
B01
208
207
B01
206
B01
205
B01
B01
204
203
B01
B01
202
201
B01
200
B01
B01
199
198
B01
197
B01
B01
196
B01
195
194
B01
193
B01
192
B01
191
B01
B01
190
189
B01
188
B01
187
B01
B01
186
BICYCLE BAYS = 15% of 538 Car parking Lift Lobby -
B01
82 no.s
BMS B1-46
2500 CENTRAL BATTERY B1-42
ELEC. B1-43
B01
B01
47
48
49
B01
51
184 B01
B01
B01
153
B01
B01
154
155
B01
156
B01
B01
157
158
B01
159
B01
B01
160
161
5500
152
00
.0
00
40
STORE ROOM
B01
B01
B01
B01
181
162
163
B01
164
B01
B01
165
166
B01
167
B01
B01
168
169
B01
170
B01
171
B01
172
B01
173
B01
174
B01
175
B01
176
B01
177
B01
B01
178
179
B01
55
B01
182
B01
56
57
B01
B01
58 5500
B01
53
54
B01
01
B01
180
40
B01
.00
40
00
B01
B01
B01
B01
150
B01
B01
149
B01
148
147
8000
151
5500 B01
B01
B01
B01
B01
146
145
144
143
142
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
141
140
139
138
137
136
135
134
133
132
131
130
129
128
127
126
125
124
123
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
B01
.00 0
101
102
103
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
00 50 8000.000
B01
TEL. B1-16
68
B01
69
1130
5500
DN
5.50 M DRIVE WAY
ELEC. B1-15
CORRIDOR B1-40
B01
70
PREP. ROOM B1-22 7477 7477
SERVICES SERVICES B1-14 LOBBY B1-12 GARBAGE COLLECTION B1-13
00
0
100
K
STAIR 2 B1-02 UP
.0
0.00
99
5500
10% slope
98
DN
00
STAIR 6 B1-06
67
0 .00
UP
00
A-301
.0
00
40
00
B01
40
10% slope
97 Store
50
A
Ramp Length = 42 m.
B01
L 7600
00
.0
00
40
LOBBY B1-31
B01
66
-3.800
96
95
B01
94
B01
93
B01
B01
92
91
B01
B01
90
89
B01
88
B01
B01
87
86
B01
85
B01
B01
84
83
B01
82
B01
81
B01
80
B01
79
B01
78
B01
77
B01
76
B01
75
UP
B01
74
DN
73
B01
72
B01
71
STORE B1-18
DRYSTORE B1-17
COLD STORE B1-19
N 2797602.239 E 502099.964
5792
N
M
5574
8900
B01
7336
5000
B01
5500
STAIR 3 B1-03 B01
A-301
7477 COLD STORE B1-20 891 5
-3.800
M
L
COLD STORE B1-21
A
7461
.000
00
.0
00
40
0
7442
4000
5.50 M DRIVE WAY
J
STAFF CAFE B1-23
B01
65
G H
63
64
.00
7424
7477
0
5.50 M DRIVE WAY
00
5500
7300
.0
00
00
0.0
70
730
K
MALE STAFF W.C B1-24
61
B01
-3.800
F
MALE STAFF SHOWER B1-25
2911
B01
60
00
E
MAKE-UP ROOM B1-28 3477
MALE STAFF CHANGING ROOM B1-26 5977
59
62
6.25 M DRIVE WAY
FEMALE STAFF CHANGING ROOM B1-29 5977
TOILET CORRIDOR B1-27 2400 B1-39
B01
50
B01
D
FEMALE STAFF SHOWER B1-33 1400
183
GENERATOR ROOM B1-41
214
5500
7477 FEMALE STAFF W.C B1-32 1126
5877
8000
-3.800
B01
02
5000
2497
B01
215
B01
5400
LOBBY B1-30
ARCHITECTURAL +0.00 LVL =
C
2024
B01
B01
03
J
46
B01
185
UP
52 PUMP ROOM (FOUNTAIN) 3800 B1-45 UPS 3800 B1-44
8147
8253
74853
B01
213
04
H
00
0.0
400
00
2900
B01
0.0
5500
5400
B01
? 05
5.50 M DRIVE WAY
8653
7300
-3.800
400
DN
B01
07
B01
2978
B01
B01
240
00
.0
00
B01
219
40
218
D. All dimensions to be verified on site an the engineer.
N
STAFF UNIFORM STORE B1-34 7477
SERVICES B1-10
3060
B01
217
PLOT LIMIT N 2797646.757 E 502054.544
7477
B1-09
243
242 B01
E
TEL. STAIR 1 B1-11 B1-01
B01
B01
244
B01
06
B01
SERVICES LINEN LOBBY B1-08 B1-07 SERVICES
3000
B01
265
216
08
ELEC. B1-57
00 B01
266
5500
B01
267
B01
44
40
0
B STAFF RECREATION & MERCHANDISE B1-36
CORRIDOR B1-38
43
5.50 M DRIVE WAY
8000
5.50 M DRIVE WAY
.00
B01
09
STAFF LAUNDRY B1-37
B01
00
00
B01
G
-3.800
.0
40
10
F
42
B01
B01
11
5500
7600
12
20622
B01
41
STAIR 4 B1-04 DN
5000
B01
32
7600
B01
31
8000
B01
30
7300
B01
29
Do not scale from the drawings.
C. All dimensions are in millimetres and le unless noted otherwise.
7300
B01
28
2935
B01
27
B.
2218
B01
26
4391
B01
25
2800
B01
24
3000
B01
23
2998
B01
22
14516
B01
21
3200
B01
20
4627
19
2725
B01
18
2000
B01
UP
A
3000
B01
17
A. This drawing is the copyright of CONIN Consultants, Dubai) and must not be retained, cop without the above consultant's authority.
4100
7510
B01
16
6550
B01
15
8600
5500
B01
14
DN STAIR 5 B1-05
GENERAL NOTES:
PLOT LIMIT
52
B01
13
D
9002
N 2797646.617 E 502041.624
B
UTILITY
C
8250
83
N 2797553.123 E 501963.067
PLOT LIMIT
6276
5400
6871
8253
9215
74853
8000
5400
8000
8000
8000
7600
8000
A-302
A 5000
8450
N 2797566.166 E 501963.029
PLOT LIMIT
B
8000
PLOT LIMIT
Air Extraction Shaft
Rev
Revision Descript
5000
8000
1142
8000
2800
8000
2775
7500
REVISIONS A
N
CLIENT TITLE:
SAEED MATAR SAEED BIN BELEI
N 2797504.341 E 502011.301 7500
PLOT LIMIT
8000
8000
8000
8000
8450
8000
PLOT LIMIT N 2797554.724 8000 8000 E 502061.353
8000
9215
6871
7104
6276
B A-302
8250
PLOT LIMIT
9002
N 2797593.647 E 502100.022
MAIN CONTRACTOR:
AIROLI CONTR
126668
PO Box: 4 Tel: +971
1
2
3
4
5
6'
6"
7
8
9
10
11
Y1
Y2
13
14
15
16
17
+971 A I R OL I N K Fax: www.airoli Perfect Measure in Quality Construct
LEAD CONSULTANT
Incorporated C PO Box 64223, Tel: +971 4 266
PROJECT TITLE:
AL MAMZAR PARK HOTEL
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
DRAWING TITLE:
BASEMENT 01 LAYOUT SHEET:
A1
JOB NO.:
CON 15297
SCALE:
1 : 250
DRAWN:
MM
DRAWING NO.: REV.:
A-102
Floor Plans 22 KEY PLAN
30. 48
m
N RO
AD
(12.92 m) 42.39 ft.
48a-R
oad
369.0 m) 47 (112.
m 48 30. RO AD
3
(13.04 m) 42.78 ft.
A-203
48a-Road 30.48 m
Plo Adjace t No nt . 134 Plo 082 t 1 48.77
15
16
6276
17
8250
9002
10 % SLOPE
0
00
20
GENERAL NOTES:
ARCHITECTURAL +0.00 LVL = +03.47 DMD
This drawing is the copyright of CO Consultants, Dubai) and must not be retai without Conin's written consent.
B
(112.47 m) 369.00 ft.
A-302
Do not scale from the drawings. 3050
3050
3050
8600
.92
4100
4997
0.500
(12 REF
STAIR 4
SUB-STATION 5 TRANS.
G-04
B
G-43
DN
42
.39
8673
UP
m)
176 sqm.
All dimensions are in millimeters/ levels in m otherwise.
A
All dimensions to be verified on site an engineer.
ft.
B
REF
5000
m
14 7104
F.F.L
G-05
19079
ARCHITECTURAL +0.00 LVL =
BANQUET HALL ENTRY
G-48
7600
FIRE ESCAPE ROUTE
CORRIDOR
G-41
G-51
ELEC.
C
LV ROOM
G-52
RETAIL 02
RETAIL 01
G-47
G-46
8000
FIRE ESCAPE ROUTE
UPS
G-08
C
SERVICES
SERVICES
TEL.
G-10
G-11
ELEC. ROOM
LOUNGE & WAITING
DNSTAIR 1 UP G-01
D BACK OFFICE 03
G-39
D
00
LIFT LOBBY
GIFT SHOP
0
7300
G-29
BACK OFFICE 02
E
E
G-37
BACK OFFICE 01
G-36
G-45
1:2 pe
5400
G-66
CONCIERGE & TRAVEL DESK
VALET PARKING STAFF
Slo
G-38
5
CORRIDOR KIOSK 01 RETAIL 14
G-79
F
H
1.000
4126
MALL ENTRANCE
HOTEL DROPOFF
LOUNGE ROOM
(63.60 m) 208.66ft.
ASPHALT EDGE LEVEL
G-35
Vestibule
G
HOTEL DROP OFF
SAFE DEPOSIT ROOM
0.150
(68.60 m) 225.07 ft.
GATE LEVEL 05
RECEPTION
4126
F
2
10
N
ROAD 36.58 m
G-42
8854
SERVICE ROAD
G-07
G-09
G-40
G-53
CORRIDOR
G-78
LINEN
SERVICES LOBBY
80 sqm.
8866
RETAIL 03
G-57
MDF
G-44
RETAIL 04 RETAIL 05
25.00
77
DN STAIR 5
d 48.
Roa
13 6371
3050
5913
2475
da
42
.78
ft.
hei
12" 500
Wu
6 77 27
.0
(13
12' 9215
BANQUET HALL DROP-OFF
GATE LEVEL 04
) 4m
11 8000
ASPHALT EDGE LEVEL
GATE LEVEL = 0.30m from existing Asphalted edge.
A
10 8000
-Al
9 8000
109
8 8000
AD
7 8000
233.0
E RO
6" 450
1 ft.
2 m)
(71.0
VIC
6' 8000
AD
5 8000
E RO
4 8000
VIC
3 8000
SER
2 7500
25.00
7 ft. 225.0
1
ROAD 30.48 m
0 m) (68.6
ROAD 30.48 m
SER
Scale 1:500
A-202
m
0 ft.
Ground Floor Plan
30.48
MAIN LOBBY
G-28
G-34
Slope 1:10
KIOSK 02
5400
4 A-204
H
ASPHALT EDGE LEVEL
BELL BOY
CORRIDOR
G-67
G GATE LEVEL 03
G-27
G-33
pe
Slo
J
5
1:2
J RETAIL 06
G-55
TOILET
LADIES TOILET
G-31
G-30
LIFT LOBBY
COFFEE SHOP
3d-Road 36.58 m
0.500
K
10 00 0
7300
G-32
GENTS TOILET
K
CORRIDOR
G-74
STAIR 2 UP DN
G-02
8
MAIN KITCHEN
RETAIL 07
BISTRO
G-73
G-71
G-26
HR TRAINING TEL.
G-16
G-72
FIRE ESCAPE ROUTE UP STAIR 6
G-12
G-14
GARBAGE COLLECTION
G-13
7600
LOADING/UNLOADING
To 1st BASEMENT FROM 1st BASEMENT
4
G-23
0
800
00
STAIR 3
50
G-03
UP SECURITY
RECEIVING
50 0
G-70
G-77
N
3120
500
DN
+0.500 FFL
3000
+3.59 DMD
+3.50 DMD
COLD GARBAGE ROOM
G-19
+3.50 DMD
80
MBN
DATE
BY
FOR DM PRELIMINAR DESCRIPTION
9m
5 (8.
.18
8 )2
ft.
CLIENT
N
SA'EED BIN BELAIL 14
00
0
AIROLINK JO
MAIN CONTRACTOR
B
00
4
25/02/2016
REVISIONS AND ISSUES
G-25
+3.50 DMD
0 NO.
G-69
GENTS TOILET
A-302
AIROLIN CONTRA
GARBAGE COLLECTION BAY
Perfect Measure in
GATE LEVEL 01
5
6'
6"
7
8
9
10
11 ASPHALT EDGE LEVEL
Y2
13
14
ASPHALT EDGE LEVEL
15
ROAD 18.29 m
16
17
PO Box: 426 Tel: +971 4 Fax: +971 4 Quality Con www.airolin
LEAD CONSULTANT
56
NEIGHBOURING RESIDENTIAL BUILDING
Y1 RD LVL. +3.29 M
50-Road 18.29 m
3
M
JAN.
4180
LADIES TOILET
+3.50 DMD
2
00
2
2827
G-24
(54.87 m) 180.02 ft.
PARKING ENTRY
PARKING EXIT
60
1
G-22
+0.00 FFL
GATE LEVEL 02
Adjacent Plot Plot No. 1340821
Room
G-20
GARBAGE ROOM
3
1
4180
LOADING / UNLOADING
(71.02 m) 233.01 ft.
4
A-301
G-21
RECYCLABLE WASTE MANAGEMENT FACILITY
+0.500
0
3000
500
5000
FROM 1st BASEMENT
G-18
G-65
0 50
SATELLITE KITCHEN
BOH LOBBY
STORE
LOADING/UNLOADING BAY
0
10 % SLOPE RAMP TO BASEMENT 01
3000
77
M
To 1st BASEMENT
RAMP TO BASEMENT 01
725
50
10 % SLOPE
3000
3000
G-75
ASPHALT EDGE LEVEL
5
A
8500
DN
6
L
SERVICES
G-06
A-301
SERVICE ROAD
SERVICES LOBBY
G-17
REF
A
VEG.PRE WASH
1500
G-56
G-15
2900
L
7
ELEC.
REF
G-76
SATELLITE KITCHEN
6
8000
G-68
00
FIRE ESCAPE ROUTE
0
66
20
Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE, Tel: +971 4 2662225, Fax: +971 4 2662227, Email: info@co
PROJECT
1 A-201
A1 SIZE
50-Road 18.29 m
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Adjacent Parking Plot Plot No. 1340999
AL MAMZAR PARK HO 2B + G + 14 + R Hotel, Banqueting DRAWING
A-103-GROUND FLOOR SHEET
SCALE
A1 PROJ. No.
CON-15297
1 : 250 DWG No.
A - 103
DRAWN
MM REVISION
00
Floor Plans 23
KEY PLAN
2
1st Floor Plan
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
LIMIT
30 .48
PLOT
m 48a-R oad 30.48 m
3 7
FF
(112.4
m) 0
369.0
ft.
RO AD
Scale 1:500
BANQUE HALL T DROP-O
A-203
30 .48 m PLOT LIMIT 3 135.50°
E:501963.029
N:2797566.165
(13.04 m) 42.78 ft. 135.49°
PLOT
2061.354 N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
12'
12"
13
14
15
16
17
SE
RV
IC
25.00
11
E
MALL DROPOFF
RO
AD
ft.
10
1
9
233.0
8
m)
7
(71.02
6"
ft.
6'
7
5
225.0
4
m)
3
(68.60
2
1
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
SERVICE ROAD 89.49°
5 PLOT
48.77
8000
8450
8000
PLOT LIMIT
a
6871
7104
6276
8250
N 2797646.617 E 502041.624
B
25616
A-302
PLOT LIMIT
GENERAL NOTES:
5.300
STAIR 4 1F-04
5.300
16638
7600 4145
5809
25540
1920
1840
DN
E
8000 1733
LIFT LOBBY 8465 5.300
E 5400
00
5400
0.0
420
25165 KIOSK 01 1F-45
5.300
5.300
CORRIDOR
H
5100
MULTI-CUISINE RESTAURANT 1F-25
J 7300
7300
CORRIDOR
563.66 m² 5.300
20373
15800
20775
M
W.C.
W.C. W.C.
1313
W.C.
W.C.
W.C. W.C.
4455
W.C.
9000
W.C.
2395
W.C.
8000
7701
SERVICES SERVICES 1F-14 LOBBY GARBAGE 1F-12 COLLECTION 1F-13
L ALL DAY DINING 1F-24
A
1735
SERVICE CORRIDOR REF
2850 ELEC. 1F-15
2400
1690
4058
3835
W.C.
2155
1300 TEL. 1F-16
W.C.
2045
4538
1700
W.C.
W.C.
2798
1698
5398 W.C.
FEED LADIES TOILET ROOM 1F-20 1784
1608
5000
REF.
SATELLITE KITCHEN 1F-23
N
3000
SETBACK
REF
4388
N 2797504.341 E 502011.301 7500
PLOT LIMIT
REF
REF.
1900
1900
3000
SETBACK
5000
N
DN
SERVICE CORRIDOR
8000
8000
8000
8000
8450
8000
8000
8000
PLOT LIMIT N 2797554.724 8000 E 502061.353
9215
6871
7104
6276
B A-302
8250
9002
PLOT LIMIT N 2797593.647 E 502100.022
126668
1
2
3
4
5
6'
6"
7
8
A-301
M
REF
STAIR 3 1F-03 SERVICE CORRIDOR
K
7600
15900
W.C.
DN
GENTS TOILET 1F-22
6342
18694
18694
18694 18600
TOILET 1F-21
BABY ROOM
STAIR 2 UP 1F-02
1671
ABLUTION
1772
2800
7600
DN
279.30 m²
AHU SHAFT
JAN.
2000
FIRE ESCAPE CORRIDOR
STAIR 6 1F-06
2805
FEMALE PRAYER ROOM RETAIL 17 1F-26 16294
UP
QIBLA
20775
292.69 m²
294.20 m²
334.34 m²
18694
L
FIRE ESCAPE CORRIDOR
8000
RETAIL 14 1F-41
A
RETAIL 16 1F-43
RETAIL 15 1F-42
3582
2992
2900
2250
2000
1800
CORRIDOR
K
A-301
5.300
5101
J CORRIDOR
5400
5400
KIOSK 02 1F-46
5.300
4 A-204
H
5.300
RETAIL 13 1F-40
G
40050
5692
2 A-202
8253
MAIN LOUNGE & LOBBY BELOW
26800
4863
ATRIUM BELOW
CORRIDOR
18051
LIFT LOBBY
28670
8253
74853
COFFEE SHOP
74.85 m
F ATRIUM COFFEE LOUNGE BELOW
DROP - OFF BELOW
F G
N
D
UP
W.C.
4500
7300
CORRIDOR 5.300
ARCHITECTURAL +0.00 LVL =
C
11163
W.C.
CORRIDOR
CORRIDOR
SERVICES 1F-09 1750
TEL. SERVICES STAIR 1 1F-11 1F-10 1300 2850 1F-01
2002
2891
2500
2500
1F-07
W.C.
4500 1526 LADIES TOILET W.C. 1F-19 ABLUTION
D
LINEN SERVICES LOBBY 1F-08
7300
LIFT LOBBY 1F-47
5.300
ELEC. 1F-44
2155
MALE PRAYER ROOM
W.C.
4500 1508 GENTS TOILET W.C. 1F-18 5900
QIBLA
15551
259.77 m²
2600
22.10
23725
RETAIL 08 1F-36
STAIRCASE TO 2nd FLOOR LEVEL
2000
20023
353.72 m²
UP
FIRE ESCAPE CORRIDOR
8000
34000
599.42 m²
RETAIL 09 1F-35
353.70 m²
2800
RETAIL 12 1F-39
377.49 m²
23625
FIRE ESCAPE CORRIDOR
C
15949 RETAIL 10 1F-37
23625
7600
19000 RETAIL 11 1F-38
D. All dimensions to be verified on site a the engineer.
PLOT LIMIT N 2797646.757 E 502054.544
569.37 m²
Do not scale from the drawings.
C. All dimensions are in millimetres and unless noted otherwise.
B
HOTEL ADMIN OFFICES (FOH) 1F-17
ATRIUM BANQUET LOBBY BELOW
AHU SHAFT
B.
5000
14040
10895
B
A. This drawing is the copyright of CON Consultants, Dubai) and must not be retained, c without the above consultant's authority.
A 16008
m
9002
600
PLOT LIMIT
48
.77
STAIR 5 1F-05 UP
5000
N 2797553.123 E 501963.067
Ro
ad
9215
RO
AD
eid
8000
7600
DN
E
uh
8000
7575
A
IC
lW
8000
N
8000
E:502011.302
N 2797566.166 E 501963.029
8000
N:2797504.341
RV
9-A
8000
LIMIT
SE
10
126668 7500
N 2797602.239 E 502099.964
PLOT LIMIT
Rev
Revision Descri
REVISIONS CLIENT TITLE:
SAEED MATAR SAEED BIN BELE MAIN CONTRACTOR:
9
10
11
Y1
Y2
13
14
15
16
17
AIROL CONT
PO Box: Tel: +9
+9 A I R OL I N K Fax: www.air Perfect Measure in Quality Construc
LEAD CONSULTANT
1
Incorporated PO Box 6422 Tel: +971 4 2
A-201 PROJECT TITLE:
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AL MAMZAR PARK HOTEL DRAWING TITLE:
FIRST FLOOR PLAN SHEET:
A1
SCALE:
1 : 250
DRAWN:
MM
Floor Plans 24
KEY PLAN
2
2nd Floor Plan
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
LIMIT
30 .48
PLOT
m 48a-R oad 30.48 m
3 7 m)
OFF
(112.4
0
369.0
ft.
RO AD
Scale 1:500
BANQU HALL DROPET
A-203
30 .48 m PLOT LIMIT 3 135.50°
E:501963.029
N:2797566.165
(13.04 m) 42.78 ft. 135.49°
PLOT
2061.354 N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
12'
12"
13
14
15
16
17
SE
RV
IC
25.00
11
E
RO
AD
MALL DROP OFF -
ft.
10
1
9
233.0
8
m)
7
(71.02
6"
ft.
6'
7
5
225.0
4
m)
3
(68.60
2
1
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
5 PLOT
48.77
8000
8450
8000
a
7104
6276
8250
7450
2801
CORRIDOR
7600 1895 1840 2155
CORRIDOR
D
LIFT LOBBY
7300
7300
7550
POOL PUMP ROOM
E
E
20800
40050
SPECIALITY RESTAURANT 2F-24
19483
5188
5400
5400
7616
19953
27000
27000
18051
28678
14400
8253
H
5400
5400
9.900
J
BALL ROOM 2F-40 20250
5208
CORRIDOR
8000
8000
8000
8000
8450
8000
REF
8000
8000
PLOT LIMIT N 2797554.724 8000 E 502061.353
9215
2
3
4
5
6'
6"
7
8
REF REF
2155 REF
7600
3835
6342 1671
REF.
9.900
M REF
REF
6871
7104
6276
B
8250
9002
PLOT LIMIT N 2797593.647 E 502100.022
A-302
9
10
11
Y1
A-301
N
126668
1
8000
2705 REF
A
28350
8695
REF
SATELLITE KITCHEN FOR BANQUET HALL 2F-22
L
4300
N 2797504.341 E 502011.301 7500
SERVICE CORRIDOR
9843
SETBACK
9.900
3000
3000
SERVICE CORRIDOR
SETBACK
5000
3009
STAIR 3 2F-03
PLOT LIMIT
SERVICES SERVICES 2F-14 LOBBY GARBAGE 2F-12 COLLECTION 2F-13 2400 1735
REF.
M N
2445 4455
15700
2850 ELEC. 2F-15
1690
FIRE ESCAPE CORRIDOR
17834
8250
1300 TEL. 2F-16
2005
STORE 2F-36
PREPARATION ROOM 2F-29
1313
2005
15500
4108
5000
PREPARATION ROOM
MEETING ROOM 04 2F-31
SATELLITE KITCHEN 2F-23
GENTS TOILET 2F-19 4538
1784 1708
K
REF.
STAIR 2 2F-02
DN
TOILET 2F-21 2000 LADIES TOILET 2F-20
REF.
2798
2910
LIFT LOBBY
3092 1772 2900
28775 9.900
7800
12177
7700
12875
5398
9525
9725
15900
1850
2825
6500
17473
2250
MEETING OOM 05 2F-30
SPA GENTS 2F-28
6248 10495
9.900
8250
DN
7600
CONFERENCE CENTRE FOYER 2F-32
8050
3538
STAIR 6 2F-06
VESTIBULE 2F-39
CONFERENCE ROOM 01 2F-35
CORRIDOR
8050
3647
AV ROOM 2F-37
FIRE ESCAPE CORRIDOR
8000
11025
15665
2900
4298 STORE CLOAK ROOM 3852 2F-33 2F-34
REF.
A-301
2825
REF
L A
7300
7300
FOOD DISPLAY CONTER
K
4 A-204
H
ATRIUM GROUND FLOOR COFFEE LOUNGE BELOW
J
G
9.900
13350
74853
PRE-FUNCTION AREA 2F-69
9.900
GYM 2F-25
8253
F CORRIDOR
9.900
74853
F
2
N
F&B OUTLET 2F-27
STAIR 1 2F-01
DN
4176
2850
16151
LADIES TOILET 2F-17
ARCHITECTURAL +0.00 LVL =
C
TEL. SERVICES 2F-11 2F-10 1300 2850
2002
4515
CLOAK ROOM STORE 2F-66 2F-56 4100 4050
2600
2698
SERVICE 2F-22
4145
8250
LINEN SERVICES LOBBY 2F-08 2F-07 1750 SERVICES 2F-09
5900
2929
D. All dimensions to be verified on site a the engineer.
PLOT LIMIT N 2797646.757 E 502054.544
8000
9.900
ELEC. 2F-57 2600
1508
GENTS TOILET 2F-18
4145
BANQUET LIFT LOBBY
1750 4500
2600
CONFERENCE LOBBY 10050
CONFERENCE ROOM 01 2F-49
STORE 2F-48
SPA (LADIES) 2F-67
DN
15100
AV ROOM 2F-47
FIRE ESCAPE CORRIDOR
8000
19665
2891
CONFERENCE FOYER 2F-55 14250
C
7601
8250 23600
15800
6185
1402
2600 7450
3946
LADIES TOILET 2F-43
Do not scale from the drawings.
C. All dimensions are in millimetres and unless noted otherwise.
B
ATRIUM BANQUET LOUNGE BELOW
7799 AV ROOM 2F-41
B.
10900
STAIR 4 2F-04
22000
2488
8596
7600
30090
6995
CORRIDOR
SERVICE CORRIDOR
A. This drawing is the copyright of CON Consultants, Dubai) and must not be retained, c without the above consultant's authority.
5000
MEETING ROOM 03 2F-54
FIRE ESCAPE CORRIDOR
MEETING ROOM 02 2F-53
5222
DISABLED TOILET 2F-44
MEETING ROOM 01 2F-52
12575
STORAGE SPACE
6138
STORAGE 2F-42
GENERAL NOTES:
A
6138
B
A-202
m
9002
8350
7900 DN STAIR 5 2F-05
1950
4538
3408
2800
8832
2708
5000
5195
PLOT LIMIT
G
48
.77
6871
PLOT LIMIT
2305
D
Ro
ad
9215
RO
AD
eid
8000
N 2797646.617 E 502041.624
A
8587
E
uh
8000
PLOT LIMIT
N 2797553.123 E 501963.067
IC
lW
8000
N
8000
E:502011.302
N 2797566.166 E 501963.029
8000
N:2797504.341
RV
9-A
8000
LIMIT
SE
10
126668 7500
Y2
13
14
15
N 2797602.239 E 502099.964
PLOT LIMIT
Rev
Revision Descri
REVISIONS CLIENT TITLE:
SAEED MATAR SAEED BIN BELE MAIN CONTRACTOR:
16
17
AIROL CONT
PO Box: Tel: +9
+9 A I R OL I N K Fax: www.air Perfect Measure in Quality Construc
LEAD CONSULTANT
1
Incorporated PO Box 6422 Tel: +971 4 2
A-201 PROJECT TITLE:
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AL MAMZAR PARK HOTEL DRAWING TITLE:
SECOND FLOOR PLAN SHEET:
A1
SCALE:
1 : 250
DRAWN:
MM
Floor Plans 25
3rd Floor Plan Scale 1:500
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Floor Plans 26
KEY PLAN
2
4th Floor Plan
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
LIMIT
30 .48
PLOT
m 48a-R oad 30.48 m
3 7 m)
OFF
(112.4
0
369.0
ft.
RO AD
Scale 1:500
BANQU HALL DROPET
A-203
30 .48 m PLOT LIMIT 3 135.50°
E:501963.029
N:2797566.165
(13.04 m) 42.78 ft. 135.49°
PLOT
2061.354 N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
12'
12"
13
14
15
16
17
SE
RV
IC
25.00
11
E
RO
AD
MALL DROP OFF -
ft.
10
1
9
233.0
8
m)
7
(71.02
6"
ft.
6'
7
5
225.0
4
m)
3
(68.60
2
1
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
5 PLOT
48.77
a
6276
8250
5700
5000 1700
8000
8000
8000
8000
8450
8000
PLOT LIMIT N 2797554.724 E 502061.353
8000
8000
8000
9215
6871
2500 BED 4F-30
LIVING 4F-30
4300
7104
4300
6276
4300
LIVING 4F-29
B A-302
4300
2
3
4
5
6'
6"
7
8
7600 5400 5400 7300 8000
4300
7600
A-301
BED 2 4F-28
1700 1958
BATH 4F-29 14 22 BED 4F-29
82
N 2797602.239 E 502099.964
PLOT LIMIT
76
71
1141
8250
9002
M
50
PLOT LIMIT N 2797593.647 E 502100.022
126668
1
8000
4300 4300 4300 4300 4300 4300
2500
2000 2200
3126
2200
6100
1700
BED 4F-31
2000
4300
1675
BATH 4F-30 2000
3100
2200
5700
1700
2500
2030
2100 3650
2650
BAG
IRON IRON
L A
2025 BATH 4F-284 5 13
BATH 4F-29
5150
5700
5700
SETBACK
3000
7500
4300
BAG
BATH 4F-31
3350
3100
REF
LIVING 4F-31
GUESTROOM 4F-32
SETBACK
3000
2800
3100
2800
5000
2200
4300
N 2797504.341 E 502011.301
PLOT LIMIT
2000
BED 1 4F-28
3025
86
N
STAIR 3 4F-03
2200
4550
44
BATH 4F-32
2000
BATH 4F-30
GARBAGE COLLECTION 4F-13
04
SETBACK FROM MAIN STREET
M
BATH 4F-31
4F-12
1125
32
91000
SERVICES SERVICES 4F-14 1750 LOBBY
1800
BATH 4F-34
LIVING 4F-28
REF
BATH 4F-28
K
5700
2936
2155
2200 3835
DRESS 4F-34
2000
BATH 4F-34
REF
2200
REF
1900
2800
BATH 4F-34
2725
ELEC. 2850 4F-15
3500
5700
4400
TEL. 1300 4F-16
BED 5160 4F-27
BED 4F-27
BATH 4F-28 3100
2400
A-301
2200
3100
STAIRCASE TOP ROOF
2000
2800
A
2891
REF
2800
BATH 4F-33
2800
2200
3100
2000 17.700
STAIR 2 4F-02
LIVING 4F-34
3100
5700
8000
L
BED 1 4F-34
BED 2 4F-34
GUESTROOM 4F-33
1700
BAG
3340
4300
4300
2200
2800 REF
REF
3640
3170
4300
4300
2500
2000 2200
J LIVING 4F-27 5700
2000
2200
2800
TERRACE
7391
7300
BAG BAG
BAG BAG
IRON IRON
2500
LIVING 4F-26
G H
5700
BATH 4F-27 3100
2805
K
BED 4F-26
BATH 4F-26 3100
3100 BATH 4F-35
LIFT LOBBY
4 A-204
2800
BATH 4F-35
2000
4300
BALCONY
5700
IRON
1700 1700
4300
BALCONY
5400 7300
3340
3640
LIVING 4F-35
F
REF
3340
BED 4F-35
2070
J
3640
3340
BED 5160 4F-25
BATH 4F-25
BATH 4F-26
BATH 4F-36
BED 4F-36
A-202
3640
3640
2500
4300
BALCONY
BALLROOM ROOF
2
5160
3340
3100 BATH 4F-36
SWIMMING POOL BELOW
LIVING 4F-25 5700
REF
E
IRON
5700
2200
4300
BALCONY
8253
LIVING 4F-36
2000
2200 2000 2200
2800
REF
BAG
2800
LIVING 4F-24
BATH 4F-25
CORRIDOR
2200
3100 BATH 4F-37
2000
5700
D
5700
BATH 4F-24 3100
1800
BATH 4F-37
2000
4300
2800
3640
LIVING 4F-37
BED 4F-24
IRON
1700
5160
REF
17.700
74853
BATH 4F-24 3640
5160 BED 4F-23
REF
3340
BED 4F-37
2500
4300
BALCONY BALCONY
F
BAG
IRON
7300 5400
E
7600
BATH 4F-23 3640
CORRIDOR 4F-38
LIFT LOBBY
N
C
4300
TERRACE
H
2931
2364
2200
BAG
STAIR 1 4F-01
LIFT MACHINE ROOM TOP
D. All dimensions to be verified on site a the engineer.
IRON
3835
1840
3340
6176
LIVING 4F-23
Do not scale from the drawings.
C. All dimensions are in millimetres and unless noted otherwise.
ARCHITECTURAL +0.00 LVL =
5688
2800 REF
2500
4300
SERVICES 4F-09
SERVICES TEL. 4F-10 4F-11 1300 2850
PLOT LIMIT N 2797646.757 E 502054.544
4300
2100 1920
2100
4F-07 2400
2187 GUESTROOM 4F-19
5700
BED 1 4F-18 4300
3100
2000
5260
BATH 4F-23 3100
2500
4300
2000
LIVING 4F-18
BATH 4F-22 2540
LINEN SERVICES 4F-08 LOBBY 1750
IRON
17.700
1400
BATH 4F-19
ELEC. 4F-57 2600
2155
1200
3000
2800
2800 1900
4400
5700
BED 2 4F-18
8000
3100
3100
2800
REF
1800
2400
7600
2100
90
2000
BATH 4F-18
16
72
C
BATH 4F-18
TOILET 4F-18
BED 4F-22
14
CORRIDOR
B
41
70
8253
BATH 4F-22
BATH 4F-21
BAG
74853
2500
B.
LIVING 4F-22
REF
A. This drawing is the copyright of CON Consultants, Dubai) and must not be retained, c without the above consultant's authority.
5000
5160
2800
BATH 2200 4F-20 BATH 4F-21
BED 4F-21
IRON
3100
2188
A
2650
2000
GENERAL NOTES:
3017
1700
BAG
LIVING 4F-21
3340
2800
3340
BATH 4F-20
LIVING 4F-20
2000
REF
IRON
3100
1689
4300
5700
5700
5160
2500
4300
82
3100
BATH 4F-17
S H A F STAIR 4 T 4F-04
PLOT LIMIT
50
2900
PLOT LIMIT
UP
2200
REF
2000
3640
17.700
4300
BED 4F-20
UTILITY
5700
5000
N 2797646.617 E 502041.624
71 71
STAIRCASE TOP
GUESTROOM 4F-17
4300
Store 4F
m
9002
2000
7104
A-302
A
G
48
.77
6871
B
D
Ro
ad
9215
RO
AD
eid
8000
4300
B
E
uh
8000
PLOT LIMIT
N 2797553.123 E 501963.067
IC
lW
8000
1700
8000
2500
8450
1700
8000
N
8000
E:502011.302
N 2797566.166 E 501963.029
8000
N:2797504.341
RV
9-A
8000
LIMIT
SE
10
126668 7500
N
Rev
Revision Descri
REVISIONS CLIENT TITLE:
SAEED MATAR SAEED BIN BELE MAIN CONTRACTOR:
9
10
11
Y1
Y2
13
14
15
16
17
AIROL CONT
PO Box: Tel: +9
+9 A I R OL I N K Fax: www.air Perfect Measure in Quality Construc
LEAD CONSULTANT
1
Incorporated PO Box 6422 Tel: +971 4 2
A-201 PROJECT TITLE:
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AL MAMZAR PARK HOTEL DRAWING TITLE:
FOURTH FLOOR PLAN SHEET:
A1
SCALE:
1 : 250
DRAWN:
MM
Floor Plans 27 KEY PLAN
2 E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
LIMIT
30 .48
PLOT
m
5th - 8th Floor Plan
48a-R oad 30.48 m
7 m)
OFF
(112.4
BANQU HALL DROPET
0
369.0
ft.
RO AD
3
30 .48 m
A-203
PLOT LIMIT 3 135.50°
N:2797566.165
E:501963.029
Scale 1:500
(13.04 m) 42.78 ft. 135.49°
PLOT
2061.354 N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
SE
(71.02 m)
233.0 1
ft.
MALL DROP OFF -
ft.
25.00
AD
7
RO
225.0
E
m)
IC
(68.60
RV
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
8
9
10
11
12'
12"
13
14
15
16
17
48.77
7
SE
RV
9-A
IC
lW
E
uh
a
RO
AD
eid
Ro
ad
N
6"
E:502011.302
6'
N:2797504.341
5
LIMIT
4
PLOT
3
5
2
1
10
48
.77
m
126668 7500
8000
N 2797566.166 E 501963.029
8000
8000
8000
8450
8000
8000
8000
8000
9215
500
6371
7104
6276
8250
9002
N 2797646.617 E 502041.624
PLOT LIMIT
GENERAL NOTES:
A. This drawing is the copyright of CON Consultants, Dubai) and must not be retained, c without the above consultant's authority.
PLOT LIMIT
B.
5700
5000 2000 2200
BATH 5F-29
8000
8450
8000
8000
8000
9215
2000
4300
7104
GUESTROOM 5F-44 4300
6276
4300
B
2200
GUESTROOM 5F-43
4300
4300
8253
LIVING 5F-42
7300 8000
93
N 2797602.239 E 502099.964
PLOT LIMIT
71
71
9002
A-301
M
50
1141
8250
5400
4300 4300 4300 4300 2931
2474
3038
3100
2800 2000
4762
5700
GUESTROOM 5F-46
4300
6871
2100
2800 3100
3100
2800 5700
3100
2800 5700
5000
8000
2200 GUESTROOM 5F-45
BATH 5F-42 2266
77
8000
2000
GUESTROOM 5F-47
BATH 5F-43
40
8000
2200
BATH 5F-44
19
7500
PLOT LIMIT
PLOT LIMIT N 2797554.724 8000 E 502061.353
2200
BATH 5F-45
31
4300
N 2797504.341 E 502011.301
2000
BATH 5F-46
5350 BED 5F-42
22
GUESTROOM 5F-32
BATH 5F-47
15
L A
2450 BATH 5F-42 47 15
33
2000
N
BATH 5F-32 STAIR 3 5F-03 2200
5700 GUESTROOM 5F-41
BATH 5F-41 2087
13
91000 SETBACK FROM MAIN STREET
4300
2000 2200
2200
SERVICES LOBBY 5F-12
K
GUESTROOM 5F-40
2800 3100
2000
2400
A-301
M
GUESTROOM 5F-39
2000
5700
2000
BATH 5F-49
2800
2200
BATH 5F-48
3100
2200
GUESTROOM 5F-49
2800
5700 2000
2891 3100
3100
A
BATH 5F-33
3100
2200
2800
2000
GUESTROOM 5F-37 5700
BATH 5F-40
4300
GUESTROOM 5F-48
2800
5700
8000
L
4300
J
2200
2200 2000
3100 BATH 5F-39
GUESTROOM 5F-33
4300
2200 2000 2200
2200
4300 4300
7300
2800
K 7391
GUESTROOM 5F-36
BATH 5F-37 3100
2800
G H
5700
BATH 5F-36 2100
2100
BATH GUESTROOM 5F-51 5F-51 5700
2000
2800 3100
2000
2800
2000
2800
GUESTROOM 5F-35
2200
2000
2200
BATH 5F-35
GUESTROOM 3100 5F-52 BATH 5F-52
J
4300
2200
2100
2000
4300
5700
F
5700 GUESTROOM 5F-34
BATH 5F-34
BATH 5F-53 GUESTROOM 3100 5F-53
5700
5400
2800 3100
2200
8253
74853
H
E
GUESTROOM 5F-31
2000
2200 2000
2800 3100 GUESTROOM BATH 5F-54 5F-54
4300
5700
GUESTROOM 5F-30
BATH 5F-31
2000
F
7600
5700
BATH 5F-30 2100
3100 BATH GUESTROOM 5F-55 5F-55 5700 2800
7300
2800 3100
BATH 5F-56
5400
2800 3100
2100
4300
2200
4300
GUESTROOM 5F-56
4300
5400
E
7600
4300
2000 2000
7300
5700
D
GUESTROOM 5F-29
74853
D
G
GUESTROOM 5F-28
BATH 5F-28
6176
C
4300
4300
N
GUESTROOM 5F-27 5700
ARCHITECTURAL +0.00 LVL =
8000
2800
GUESTROOM 5F-21
4300
B PLOT LIMIT N 2797646.757 E 502054.544
7600
2200
BED 5F-22
5260
2200
2000
2100
2000
BATH 5F-22 2540
BATH 5F-27 3100
BATH 5F-19
2000
GUESTROOM 5F-20
2800
3100
2100
2200
40
2200
5700
4300
2200
2800
2000
GUESTROOM 5F-18
5700
8000
2200
BATH 5F-21
12
33
5700
2000
2800
2100
2800 3100
C
BATH 5F-20
3100
7600
72
14
BATH 5F-18
88
41
70
PLOT LIMIT N 2797593.647 E 502100.022
Rev
Revision Descri
REVISIONS
5000
BATH 5F-22
2926
BATH 5F-26
Do not scale from the drawings.
C. All dimensions are in millimetres and unless noted otherwise.
D. All dimensions to be verified on site a the engineer.
LIVING 5F-22
2188
4300
2200
2364
BATH 5F-25
BATH 5F-24
2000
2100
2000
3100
2200
2800
2200
GUESTROOM 5F-26
3100
2000
3100
2800
BATH 5F-23
GUESTROOM 5F-25
A
3017
77
3100
2000
4300
50
BATH 5F-17
2200
4300
GUESTROOM 5F-24
5700
STAIR 4 5F-04
2200
2100
2000
PLOT LIMIT
GUESTROOM 5F-23
3100
5700
GUESTROOM 5F-17
4300
71
B
N 2797553.123 E 501963.067
4300
71
5000
4300
2800
A
N
CLIENT TITLE:
SAEED MATAR SAEED BIN BELE MAIN CONTRACTOR:
AIROL CONT
A-302
126668
PO Box: Tel: +9
1
2
3
4
5
6'
6"
7
8
9
10
11
Y1
Y2
13
14
15
16
17
+9 A I R OL I N K Fax: www.air Perfect Measure in Quality Construc
LEAD CONSULTANT
Incorporated PO Box 6422 Tel: +971 4 2
1
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
A-201
PROJECT TITLE:
AL MAMZAR PARK HOTEL DRAWING TITLE:
TYPICAL FLOOR - 5TH TO 8TH FL SHEET:
A1
JOB NO.:
SCALE:
1 : 250
DRAWN:
MM
DRAWING NO.: REV.:
Floor Plans 28 KEY PLAN
2 E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
LIMIT
30 .48
PLOT
m
9th - 13th Floor Plan
48a-R oad 30.48 m
7 m)
OFF
(112.4
BANQU HALL DROPET
0
369.0
ft.
RO AD
3
30 .48 m PLOT
A-203
LIMIT 3 135.50°
N:2797566.165
E:501963.029
Scale 1:500
(13.04 m) 42.78 ft. 135.49°
PLOT
2061.354 N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
SE
(71.02 m)
233.0 1
ft.
MALL DROP OFF -
ft.
25.00
AD
7
RO
225.0
E
m)
IC
(68.60
RV
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
5 PLOT
48.77
5
6'
6"
7
8
9
10
11
12'
12"
13
14
15
16
RV
9-A
IC
lW
17
E
uh
a
RO
AD
eid
Ro
ad
N
4
E:502011.302
3
N:2797504.341
2
1
LIMIT
SE
10
48
.77
m
126668 7500
8000
N 2797566.166 E 501963.029
8000
8000
8000
8450
8000
8000
8000
8000
9215
6871
7104
6276
8250
9002
GENERAL NOTES:
N 2797646.617 E 502041.624
PLOT LIMIT
A. This drawing is the copyright of CON Consultants, Dubai) and must not be retained, c without the above consultant's authority.
PLOT LIMIT
B.
PLOT LIMIT
A GUESTROOM 9F-24
GUESTROOM GUESTROOM 9F-25 9F-26
STAIR 4 9F-04 BATH 9F-24
BATH 9F-23
BATH 9F-17
BATH 9F-25
BATH 9F-26
BATH 9F-22
LIVING 9F-22
B
7600
BED 9F-22
PLOT LIMIT N 2797646.757 E 502054.544
BATH 9F-22 BATH 9F-18
C
BATH 9F-20
BATH 9F-21
BATH 9F-19
GUESTROOM 9F-21
ARCHITECTURAL +0.00 LVL =
N
BATH 9F-27
C
GUESTROOM 9F-27
9F-09
GUESTROOM 9F-20
SERVICES 9F-10
TEL. 9F-11
GUESTROOM 9F-28
8000
GUESTROOM 9F-18
LINEN SERVICES LOBBY 9F-08 9F-07 SERVICES
ELEC. 9F-57
D. All dimensions to be verified on site a the engineer.
5000
GUESTROOM 9F-17
7600
B
GUESTROOM 9F-23
N 2797553.123 E 501963.067
8000
5000
A
Do not scale from the drawings.
C. All dimensions are in millimetres and unless noted otherwise.
BATH 9F-28
D
D
BATH 9F-29
BATH 9F-55
BATH 9F-31 GUESTROOM 9F-31
BATH 9F-35 GUESTROOM 9F-35
GUESTROOM 9F-52
GUESTROOM 9F-36
BATH 9F-52
BATH 9F-36
BATH 9F-51
BATH 9F-37
G H J
GUESTROOM 9F-37
GUESTROOM 9F-51
7300
8253
BATH 9F-53
74853
BATH 9F-34
5400
8253
74853
5400
BATH 9F-54
GUESTROOM 9F-53
J
F
GUESTROOM 9F-34
GUESTROOM 9F-54
H
E 5400
BATH 9F-30
GUESTROOM 9F-55
F G
GUESTROOM 9F-30
GUESTROOM 9F-56 BATH 9F-56
7300
5400
E
7300
7300
GUESTROOM 9F-29
GUESTROOM 9F-39
K
K
BATH 9F-39
GUESTROOM 9F-40
BATH 9F-33
A
TEL. 9F-16
GUESTROOM 9F-49
BATH 9F-48
ELEC. 9F-15 GUESTROOM 9F-41
SERVICES SERVICES 9F-14 LOBBY GARBAGE 9F-12 COLLECTION 9F-13
BATH 9F-49
BATH 9F-41
A-301
7500
PLOT LIMIT
8000
8000
8000
8000
8450
8000
PLOT LIMIT N 2797554.724 E 502061.353
8000
8000
8000
9215
GUESTROOM 9F-47
6871
4300
7104
2000
4300
GUESTROOM 9F-44
3100
2000
2200
GUESTROOM 9F-45
6276
2800
BATH BATH 9F-44 9F-45
2200
GUESTROOM 9F-46
3100
2000
2800
2000
3100
2800
3100
2200
2800
3100
2800
BATH BATH 9F-47 9F-46
2200
4300
4300
N 2797504.341 E 502011.301
2000
5700
GUESTROOM 9F-32
STAIR 3 9F-03
5700
N
BATH 9F-32
2200
5700
5700
5000
2000
5700
2800
M
3100
BATH 9F-42
BATH 9F-43
2200
BATH 9F-42
A-301
BED 9F-42
LIVING 9F-42
N 2797602.239 E 502099.964
GUESTROOM 9F-43
PLOT LIMIT
4300
B
8250
L A
9002
PLOT LIMIT N 2797593.647 E 502100.022
7600
L
GUESTROOM 9F-48
M 5000
GUESTROOM 9F-33
7600
8000
8000
BATH 9F-40
Rev
Revision Descri
REVISIONS CLIENT TITLE:
N
SAEED MATAR SAEED BIN BELE MAIN CONTRACTOR:
AIROL CONT
A-302
126668
PO Box: Tel: +9
+9 A I R OL I N K Fax: www.air Perfect Measure in Quality Construc
1
2
3
4
5
6'
6"
7
8
9
10
11
Y1
Y2
13
14
15
16
17
LEAD CONSULTANT
Incorporated PO Box 6422 Tel: +971 4 2
1
A1 SIZE
TYPICAL FLOOR - 9TH TO 13TH CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. FLOOR PLAN Concept Design Report (Rev 01) 1 1 : 250
A-201
PROJECT TITLE:
AL MAMZAR PARK HOTEL DRAWING TITLE:
TYPICAL FLOOR - 9TH TO 13TH F SHEET:
A1
JOB NO.:
SCALE:
1 : 250
DRAWN:
MM
DRAWING NO.: REV.:
Floor Plans 29
KEY PLAN
2
14th Floor Plan
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
LIMIT
30 .48
PLOT
m 48a-R oad 30.48 m
3 7 m)
OFF
(112.4
0
369.0
ft.
RO AD
Scale 1:500
BANQU HALL DROPET
A-203
30 .48 m PLOT LIMIT 3 135.50°
E:501963.029
N:2797566.165
(13.04 m) 42.78 ft. 135.49°
PLOT
2061.354 N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
12'
12"
13
14
15
16
17
SE
RV
IC
25.00
11
E
RO
AD
MALL DROP OFF -
ft.
10
1
9
233.0
8
m)
7
(71.02
6"
ft.
6'
7
5
225.0
4
m)
3
(68.60
2
1
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
5 PLOT
48.77
8000
8450
8000
a
7104
6276
8250
PLOT LIMIT
2000 2500 2500
4300
7500
8000
8000
8000
8000
8450
8000
PLOT LIMIT N 2797554.724 E 502061.353
8000
8000
8000
9215
4300
6871
3
4
5
6'
6"
7
8
1700
2500
4300
7104
BED 14F-30
4300
6276
LIVING 14F-30
4300
B
BATH 14F-29
1700
2000
3100
REF
2000
2200
LIVING 14F-29
4300
10
11
Y1
Y2
13
14
15
7600 8000 7300 8253
74853
8000
A-301
82
BATH 14F-29
M
50
N 2797602.239 E 502099.964
PLOT LIMIT
76
71
9002
PLOT LIMIT N 2797593.647 E 502100.022
A-302
9
L A 7600
BED 2 14F-28
1141
8250
5400
4300
5775
BED 14F-29 6100
1700 BED 14F-31
2800
2500
BATH 14F-30
2200
2800
3100
BATH 14F-30
IRON IRON
126668
2
BAG
3650
BAG
BATH 14F-28
13
2936
3126
2025
15
5700
LIVING 14F-31
BATH 14F-31
5700
2200
3350
3650
BATH 14F-31
2000
GUESTROOM 14F-32
4300
N 2797504.341 E 502011.301
STAIR 3 14F-03
5150
N
2200
REF
REF
5700
5000
2000
3100
BATH 14F-32
2800 3100
SETBACK FROM MAIN STREET
M
BED 1 14F-28 4550
5000
GARBAGE COLLECTION 14F-13 1750
91000
LIVING 14F-28
1125
3500
1690
2045
A-301
4300
2200
2155
BATH 14F-28 2725
SERVICES LOBBY SERVICES 14F-14 14F-12
BATH 14F-34
3835
REF
BATH 14F-34
3100
2800
3100
2800
2000
2200
REF
K
5700
2725
TEL. ELEC. 14F-16 14F-15 1300 2850
7300
BAG
1700 2500
BATH 14F-28 3100 2000
5700
4500
4400
1200
4500
Room1900 14F-34 2200
2000
5700
7600
A
BATH 14F-33 2200
2800
2800
2000
4300 LIVING 14F-34
4300
BED 2 14F-34
7391
L
BED 1 14F-34
4300 5700
5700
8000
GUESTROOM 14F-33
4300
LIVING 14F-27
BED5160 14F-27
BED 14F-27 3640 STAIR 2 14F-02
5400
4300 4300 4300
5700
2800 REF
4300
BAG
1700
2500
LIVING 14F-26
J
3100 BATH 14F-27
REF
G H
5700
3100 BATH 14F-26
2800
A-204
BED 14F-26
2000
2800
BATH 14F-35
F 4
1700
BAG
3340
3100 BATH 14F-35
4300
4300
1700
IRON
BAG
2000
2200 2000
LIVING 14F-25
2000
1700
5700
5160
REF
3340
2000
7300
K
E
5160 BED 14F-25
2500
3640 BATH 14F-26
LIVING 14F-35
LIVING 14F-24
IRON
2000 2000 IRON IRON
4300
BATH 14F-36 3640
2200
4300
5700
3340
3640 BATH 14F-25
3640
5160
J
REF
3087 BATH 14F-36
2500
5400
BED 14F-35
REF
3340
1700
BED 14F-36
A-202
2800 REF
BAG BAG
4300
5160
2
2800
2500
8253
5700
2800
3100 BATH 14F-25
IRON
2500
4300
LIVING 14F-36
74853
3100 BATH 14F-37
2200
F
5700
3100 BATH 14F-24
BATH 14F-37
N
D
5160
2800
3640
ARCHITECTURAL +0.00 LVL =
BED 14F-24
REF
3340
4300 2200
5400
5700 LIVING 14F-37
3340
IRON
1700
4300
E
BAG
IRON
7300
BED 14F-37 5160
D. All dimensions to be verified on site a the engineer.
C
4300
5160 BED 14F-23
3640 BATH 14F-24
CORRIDOR 14F-38
PLOT LIMIT N 2797646.757 E 502054.544
Do not scale from the drawings.
C. All dimensions are in millimetres and unless noted otherwise.
IRON
BAG
3340
STAIR 1 14F-01
D
5700 LIVING 14F-23
3640 BATH 14F-23
4300
2931
2410
2369
2200
995
REF
2155
LIVING 14F-18
2800
SERVICES 14F-10 2850
TEL. 14F-11
1700
GUESTROOM 14F-19 5700
4400
SERVICES 14F-09
2400
5700
BED 1 14F-18
1840
1920
2800
3835
REF
3100 2800
3100
2100
3100
2800
2187
2000
4300
5700
8000
4300
2000
1400
BED 2 14F-18
3100 BATH 14F-23
4300
3100
3640
3340 REF
7600
2000
BATH 14F-18
850 SERVICES LOBBY LINEN 14F-08 14F-07
ELEC. 14F-57
BED 14F-22
90
C
BATH 14F-18
BATH 14F-19
82
31
72
16 BATH 14F-22
TOILET 14F-18
B
88
40
50
3100
2650 BATH 14F-22
A. This drawing is the copyright of CON Consultants, Dubai) and must not be retained, c without the above consultant's authority. B.
5000
5700
5160
5700
5160
2800
2500 BATH 14F-21
BAG
14
REF
1700
BATH 14F-21
LIVING 14F-22
REF
17
2200 BATH 14F-20
2000 BAG
BED 14F-21
LIVING 14F-21 IRON
3340
1700 2500 BATH 14F-20
3640
2800
4300
LIVING 14F-20
34
2200 BATH 14F-17
4300
IRON
33
2000
BED 14F-20 STAIR 4 14F-04
A
4300 5700
5700
5000
GUESTROOM 14F-17
PLOT LIMIT
GENERAL NOTES:
3017
76 71
N 2797553.123 E 501963.067
1
m
9002
N 2797646.617 E 502041.624
4300
PLOT LIMIT
48
.77
6871
4300
H
Ro
ad
9215
RO
AD
eid
8000
A
G
E
uh
8000
PLOT LIMIT
B
IC
lW
8000
N
8000
E:502011.302
N 2797566.166 E 501963.029
8000
N:2797504.341
RV
9-A
8000
LIMIT
SE
10
126668 7500
N
Rev
Revision Descri
REVISIONS CLIENT TITLE:
SAEED MATAR SAEED BIN BELE MAIN CONTRACTOR:
16
17
AIROL CONT
PO Box: Tel: +9
+9 A I R OL I N K Fax: www.air Perfect Measure in Quality Construc
LEAD CONSULTANT
1
Incorporated PO Box 6422 Tel: +971 4 2
A-201 PROJECT TITLE:
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AL MAMZAR PARK HOTEL DRAWING TITLE:
FOURTEENTH FLOOR PLAN SHEET:
A1
SCALE:
1 : 250
DRAWN:
MM
Floor Plans 30
KEY PLAN
2
Roof Floor Plan
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
LIMIT
30 .48
PLOT
m 48a-R oad 30.48 m
3 7 m)
OFF
(112.4
0
369.0
ft.
RO AD
Scale 1:500
BANQU HALL DROPET
A-203
30 .48 m PLOT LIMIT 3 135.50°
E:501963.029
N:2797566.165
(13.04 m) 42.78 ft. 135.49°
PLOT
2061.354 N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
12'
12"
13
14
15
16
17
SE
RV
IC
25.00
11
E
RO
AD
MALL DROP OFF -
ft.
10
1
9
233.0
8
m)
7
(71.02
6"
ft.
6'
7
5
225.0
4
m)
3
(68.60
2
1
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
5 PLOT
48.77
8000
8450
8000
a
Ro
ad
48
.77
9215
6871
7104
6276
8250
RO
AD
eid
8000
m
9002
N 2797646.617 E 502041.624
PLOT LIMIT
GENERAL NOTES:
A
A STAIR 4 RF-04 55.300
PLOT LIMIT
B
2600
D. All dimensions to be verified on site a the engineer.
N
C
6085
SERVICE RF-05
55.100
Do not scale from the drawings.
C. All dimensions are in millimetres and unless noted otherwise.
ARCHITECTURAL +0.00 LVL =
55.300
4235
C
7600
7600
PLOT LIMIT N 2797646.757 E 502054.544
A. This drawing is the copyright of CON Consultants, Dubai) and must not be retained, c without the above consultant's authority. B.
5000
N 2797553.123 E 501963.067
5000
E
uh
8000
PLOT LIMIT
B
IC
lW
8000
N
8000
E:502011.302
N 2797566.166 E 501963.029
8000
N:2797504.341
RV
9-A
8000
LIMIT
SE
10
126668 7500
8000 2650
8000
4250
STAIR 1 RF-01
7300
D
7300
D
5400
E 5400
E
8253
A-204
2
H
74853
4
8253
G H
5400
A-202 5400
G
F 74853
F
J
J
K
7300
7300
55.100
K 8000
8000
STAIR 2 RF-02
55.100
4250 SERVICE RF-06
L
6090
L
55.300
A
A-301
A-301
7600
7600
A 91000 SETBACK FROM MAIN STREET STAIR 3 RF-03 55.300
5000
N 2797602.239 E 502099.964
PLOT LIMIT
N N 2797504.341 E 502011.301 7500
PLOT LIMIT
8000
8000
8000
8000
8450
8000
PLOT LIMIT N 2797554.724 E 502061.353
8000
8000
8000
9215
6871
7104
6276
2
3
4
5
6'
6"
7
8
8250
9002
PLOT LIMIT N 2797593.647 E 502100.022
A-302
126668
1
B
9
10
11
Y1 Y2
13
14
15
M 5000
M
N
Rev
Revision Descri
REVISIONS CLIENT TITLE:
SAEED MATAR SAEED BIN BELE MAIN CONTRACTOR:
16
17
AIROL CONT
PO Box: Tel: +9
+9 A I R OL I N K Fax: www.air Perfect Measure in Quality Construc
LEAD CONSULTANT
1
Incorporated PO Box 6422 Tel: +971 4 2
A-201 PROJECT TITLE:
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AL MAMZAR PARK HOTEL DRAWING TITLE:
ROOF FLOOR PLAN SHEET:
A1
SCALE:
1 : 250
DRAWN:
MM
Floor Plans 31
KEY PLAN
2
Upper Roof Floor Plan
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
134.95°
134.95°
LIMIT
30 .48
PLOT
m 48a-R oad 30.48 m
3 7 m)
OFF
(112.4
0
369.0
ft.
RO AD
Scale 1:500
BANQU HALL DROPET
A-203
30 .48 m PLOT LIMIT 3 135.50°
E:501963.029
N:2797566.165
(13.04 m) 42.78 ft. 135.49°
PLOT
2061.354 N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
12'
12"
13
14
15
16
17
SE
RV
IC
25.00
11
E
RO
AD
MALL DROP OFF -
ft.
10
1
9
233.0
8
m)
7
(71.02
6"
ft.
6'
7
5
225.0
4
m)
3
(68.60
2
1
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
5 PLOT
48.77
8000
8450
8000
a
48
.77
6871
7104
6276
8250
m
9002
N 2797646.617 E 502041.624
PLOT LIMIT
GENERAL NOTES:
A N 2797553.123 E 501963.067
58.300
B
PLOT LIMIT
7600
7600
PLOT LIMIT N 2797646.757 E 502054.544
A. This drawing is the copyright of CON Consultants, Dubai) and must not be retained, c without the above consultant's authority. B.
5000
5000
Ro
ad
9215
RO
AD
eid
8000
A
Do not scale from the drawings.
C. All dimensions are in millimetres and unless noted otherwise.
D. All dimensions to be verified on site a the engineer.
ARCHITECTURAL +0.00 LVL =
C
N
C 58.300
8000
8000
55.100
7300
D 7300
D 55.100
5400
E 5400
E
8253
8253
4 A-204
2
H
74853
F G H
5400
A-202 5400
74853
F G
E
uh
8000
PLOT LIMIT
B
IC
lW
8000
N
8000
E:502011.302
N 2797566.166 E 501963.029
8000
N:2797504.341
RV
9-A
8000
LIMIT
SE
10
126668 7500
7300
J 7300
J
8000
K 8000
K
L
L
58.300
A
A-301
A-301
7600
7600
A 91000 SETBACK FROM MAIN STREET
5000
58.300
N 2797602.239 E 502099.964
55.100
PLOT LIMIT
N N 2797504.341 E 502011.301 7500
PLOT LIMIT
8000
8000
8000
8000
8450
8000
PLOT LIMIT N 2797554.724 E 502061.353
8000
8000
8000
9215
6871
7104
6276
2
3
4
5
6'
6"
7
8
8250
9002
PLOT LIMIT N 2797593.647 E 502100.022
A-302
126668
1
B
9
10
11
Y1 Y2
13
14
15
M 5000
M
N
Rev
Revision Descri
REVISIONS CLIENT TITLE:
SAEED MATAR SAEED BIN BELE MAIN CONTRACTOR:
16
17
AIROL CONT
PO Box: Tel: +9
+9 A I R OL I N K Fax: www.air Perfect Measure in Quality Construc
LEAD CONSULTANT
1
Incorporated PO Box 6422 Tel: +971 4 2
A-201 PROJECT TITLE:
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AL MAMZAR PARK HOTEL DRAWING TITLE:
TOP ROOF PLAN SHEET:
A1
SCALE:
1 : 250
DRAWN:
MM
32
Unit Types Scale 1:100
Standard Guest Room (Studio)- Type 1
Standard Guest Room (Studio)- Type 2
Living Room Area: 30.06 sq.m. Bathroom Area : 5.84 sq.m.
Guest Room Area: 47.63 sq.m. Bathroom Area : 5.85 sq.m.
Total Area : 35.91 sq.m.
Total Area : 53.48 sq.m.
Key plan : 5th - 13th Floor
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Key plan : 5th - 13th Floor
Unit Types 33
2 Bay Suite (2BDR) - Type 1
2 Bay Suite (2BDR) - Type 2
Living Room Area : 44.11 sq.m. Bathroom Area : 8.2 sq.m. Powder Room Area : 7.0 sq.m.
Living Room Area: 30.0 sq.m. Bathroom 1 Area : 5.85 sq.m. Bedroom Area : 27.8 sq.m. Bathroom 2 Area : 8.01 sq.m.
Total Area : 87.01 sq.m.
Total Area : 71.66 sq.m. Key plan : 4th & 14th Floor
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Key plan : 4th & 14th Floor
Unit Types 34
2 Bay Suite (2BDR) - Type 3
2 Bay Suite (2BDR) - Type 4
Living Room Area: 30.0 sq.m. Powder Room Area : 5.85 sq.m. Bedroom Area : 26.83 sq.m. Bathroom Area : 8.02 sq.m.
Living Room Area: 28.65 sq.m. Powder Room Area : 9.58 sq.m. Bedroom Area : 27.68 sq.m. Bathroom Area : 8.02 sq.m.
Total Area : 70.7 sq.m.
Total Area : 70.35 sq.m. Key plan : 4th & 14th Floor
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Key plan : 5th - 13th Floor
Unit Types 35
3 Bay Suite (2BDR) - Type 1
3 Bay Suite (2BDR) - Type 2
Living Room Area: 41.22 sq.m. Powder Room Area : 4.29 sq.m. Bedroom 1 Area : 18.92 sq.m. Bathroom 1 Area : 7.65 sq.m. Bedroom 2 Area : 30.31 sq.m. Bathroom 2 Area : 5.98 sq.m.
Living Room Area: 41.22 sq.m. Powder Room Area : 5.97 sq.m. Bedroom 1 Area : 24.58 sq.m. Bathroom 1 Area : 9.75 sq.m. Bedroom 2 Area : 29.58 sq.m. Bathroom 2 Area : 8.02 sq.m.
Total Area : 108.37 sq.m.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Key plan : 4th & 14th Floor
Total Area : 107.91 sq.m.
Key plan : 4th & 14th Floor
36
Elevations - North Scale 1:500
KEY PLAN
2
RO AD
RO AD N :279 76
LIMIT
1
PLOT
30. 48
E :5 0 2 0 41.62
(12.92m)42.39ft.
46 6. 17
36. 58
N :2 7 E
9 7 6 46.75
:5 0 2 0 54.
4.95°
4.95°
13
13
LIMIT
m
PLOT
m
48a-Ro ad30.4 8m
d36.58
m
)208.66
3d-Roa
(63.60m
ft.
.00ft.
T
BANQUE
FF
m)369
HALL DROP-O
(112.47 8
N
PLOT
:2 7 :5
9 7 6
E
02.39
0
LIMIT
2 0 9.64
13 4.81°
(8.59m)28.18ft.
13 4.80°
7
PLOT LIMIT N :2 7 E
9 7 5 93.647
:5 0 2 1 0.2
50-R oad18
RO AD
.29m
30. 48 RO AD
m
18. 29 m Ad jac Plo ent t No Pa . 13 rkin 409 gPlo 99 t
ft.
)180.02
(54.87m
USAGE : HOTEL G + 15 FLOORS
PLOT LIMIT 3 13 5.50°
N :279 75 6 1. 65 E :5 0 1 9 63.029
USAGE : SHOPPING CENTRE G + 2 FLOORS
(13.04 m) 42.78 ft. PLOT LIMIT
13
6
5.49° N :2 7 E
9 7 5 4.72
:5
5
4
0 2 0 61.354
PLOT LIMIT N :279 75 53 1. 2 E :5 0 1 9 63.08
3.0 0
.29m
(71.02 .01ft.
25.00
91.00m (FROM MAIN STREET)
OFF -
m)233
ft.
MALL DROP
)225.07
(68.60m
RO AD
50-R oad18
SE RV ICE
REQUIRED SETBACK
Plo Adjac t No ent . 13 Plo 408 t 21
SERVIC
3.0 0
E ROAD 89 .49°
N :279 75 04 3. 41 E :5 0 2 0 1.302
RO AD
N
m
LIMIT
48. 77
5
SE RV ICE Ro ad
PLOT
10 9-A l Wu he ida
48.77
N
GENERAL NOTES: A. This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without the above consultant's authority. B.
17
16
15
14
13
12" 12'
Y2
Y1
11
10
9
8
7
6"
6'
5
4
3
2
Do not scale from the drawings.
C. All dimensions are in millimetres and levels in metres unless noted otherwise.
1
D. All dimensions to be verified on site and approved by the engineer.
ARCHITECTURAL +0.00 LVL = +03.47 DMD 9002
8250
6276
7104
6371
500725495
7995
8000
8000
8000
8000
8000
450
8000
8000
8000
8000
7500
3.10 m
ROOF FLOOR
3.50 m
14TH FLOOR
3.40 m
13TH FLOOR
3.40 m
12TH FLOOR
3.40 m
11TH FLOOR
3.40 m
10TH FLOOR
3.40 m
9TH FLOOR
3.40 m
8TH FLOOR
3.40 m
7TH FLOOR
3.40 m
6TH FLOOR
3.40 m
5TH FLOOR
3.40 m
4TH FLOOR
3.40 m
3RD FLOOR
4.50 m
2ND FLOOR
4.50 m
1ST FLOOR
4.90 m
TOP ROOF FLOOR
GROUND FLOOR
TOP ROOF F.F.L 58.400 ROOF.F.F.L 55.300
14.F.F.L 51.800
13.F.F.L 48.400
12.F.F.L 45.000
11.F.F.L 41.600
10.F.F.L 38.200
09.F.F.L 34.800
08.F.F.L 31.400
07.F.F.L 28.000
06.F.F.L. 24.600
05.F.F.L. 21.200
04.F.F.L. 17.800
03 F.F.L 14.400
02.F.F.L. 9.900
01.F.F.L. 5.400
00.F.F.L. 0.500
Rev
Revision Description
Revision Date
REVISIONS AND ISSUES CLIENT TITLE:
SAEED MATAR SAEED BIN BELEILA MAIN CONTRACTOR:
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AIROLINK BUILDING CONTRACTING L.L.C. PO Box: 42649, Dubai, UAE Tel: +971 4 4473448
+971 4 4473449 A I R OL I N K Fax: www.airolinkconstruction.com Perfect Measure in Quality Construction
LEAD CONSULTANT
Incorporated Consultants (Conin)
37
Elevations - East Scale 1:500
KEY PLAN
2
RO AD
RO AD N :279 76
LIMIT
1
PLOT
30. 48
E :5 0 2 0 41.62
(12.92m)42.39ft.
46 6. 17
36. 58
N :2 7 E
9 7 6 46.75
:5 0 2 0 54.
4.95°
4.95°
13
13
LIMIT
m
PLOT
m
48a-Ro ad30.4 8m
d36.58
m
)208.66
3d-Roa
(63.60m
ft.
.00ft.
T
BANQUE
FF
m)369
HALL DROP-O
(112.47 8
N
PLOT
:2 7 :5
9 7 6
E
02.39
0
LIMIT
2 0 9.64
13 4.81°
(8.59m)28.18ft.
13 4.80°
7
PLOT LIMIT N :2 7 E
9 7 5 93.647
:5 0 2 1 0.2
USAGE : HOTEL G + 15 FLOORS
50-R oad18
RO AD
.29m
30. 48 RO AD
m
USAGE : SHOPPING CENTRE G + 2 FLOORS
18. 29 m Ad jac Plo ent t No Pa . 13 rkin 409 gPlo 99 t
ft.
)180.02
(54.87m
PLOT LIMIT 3 13 5.50°
N :279 75 6 1. 65 E :5 0 1 9 63.029
(13.04 m) 42.78 ft. PLOT LIMIT
13
6
5.49° N :2 7 E
9 7 5 4.72
:5
5
4
0 2 0 61.354
PLOT LIMIT N :279 75 53 1. 2 E :5 0 1 9 63.08
3.0 0
91.00m (FROM MAIN STREET)
.29m
50-R oad18
REQUIRED SETBACK (71.02 .01ft.
OFF -
m)233
ft.
MALL DROP
)225.07
(68.60m
RO AD
25.00
SE RV ICE
Plo Adjac t No ent . 13 Plo 408 t 21
SERVIC
3.0 0
E ROAD 89 .49°
N :279 75 04 3. 41 E :5 0 2 0 1.302
RO AD
N
m
LIMIT
48. 77
5
SE RV ICE Ro ad
PLOT
10 9-A l Wu he ida
48.77
N
GENERAL NOTES: A. This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without the above consultant's authority. B.
Do not scale from the drawings.
C. All dimensions are in millimetres and levels in metres unless noted otherwise.
N
M 5000
L 7600
K 8000
J 7300
H 5400
G 4126
F 4126
E 5400
D 7300
C 8000
B 7600
A
D. All dimensions to be verified on site and approved by the engineer.
ARCHITECTURAL +0.00 LVL = +03.47 DMD
5000
3.10 m
ROOF FLOOR
3.50 m
14TH FLOOR
3.40 m
13TH FLOOR
3.40 m
12TH FLOOR
3.40 m
11TH FLOOR
3.40 m
10TH FLOOR
3.40 m
9TH FLOOR
3.40 m
8TH FLOOR
3.40 m
7TH FLOOR
3.40 m
6TH FLOOR
3.40 m
5TH FLOOR
3.40 m
4TH FLOOR
3.40 m
3RD FLOOR
4.50 m
2ND FLOOR
4.50 m
1ST FLOOR
4.90 m
TOP ROOF FLOOR
GROUND FLOOR
TOP ROOF F.F.L 58.400 ROOF.F.F.L 55.300
14.F.F.L 51.800
13.F.F.L 48.400
12.F.F.L 45.000
11.F.F.L 41.600
10.F.F.L 38.200
09.F.F.L 34.800
08.F.F.L 31.400
07.F.F.L 28.000
06.F.F.L. 24.600
05.F.F.L. 21.200
04.F.F.L. 17.800
03 F.F.L 14.400
02.F.F.L. 9.900
01.F.F.L. 5.400
00.F.F.L. 0.500
Rev
Revision Description
Revision Date
REVISIONS AND ISSUES CLIENT TITLE:
SAEED MATAR SAEED BIN BELEILA MAIN CONTRACTOR:
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AIROLINK BUILDING CONTRACTING L.L.C. PO Box: 42649, Dubai, UAE Tel: +971 4 4473448
+971 4 4473449 A I R OL I N K Fax: www.airolinkconstruction.com Perfect Measure in Quality Construction
LEAD CONSULTANT
Incorporated Consultants (Conin)
38
Elevations - South Scale 1:500
KEY PLAN
2
RO AD
RO AD N :279 76
LIMIT
1
PLOT
30. 48
E :5 0 2 0 41.62
(12.92m)42.39ft.
46 6. 17
36. 58
N :2 7 E
9 7 6 46.75
:5 0 2 0 54.
4.95°
4.95°
13
13
LIMIT
m
PLOT
m
48a-Ro ad30.4 8m
d36.58
m
)208.66
3d-Roa
(63.60m
ft.
.00ft.
T
BANQUE
FF
m)369
HALL DROP-O
(112.47 8
N
PLOT
:2 7 :5
9 7 6
E
02.39
0
LIMIT
2 0 9.64
13 4.81°
(8.59m)28.18ft.
13 4.80°
7
PLOT LIMIT N :2 7 E
9 7 5 93.647
:5 0 2 1 0.2
USAGE : HOTEL G + 15 FLOORS
50-R oad18
RO AD
.29m
30. 48 RO AD
m
USAGE : SHOPPING CENTRE G + 2 FLOORS
18. 29 m Ad jac Plo ent t No Pa . 13 rkin 409 gPlo 99 t
ft.
)180.02
(54.87m
PLOT LIMIT 3 13 5.50°
N :279 75 6 1. 65 E :5 0 1 9 63.029
(13.04 m) 42.78 ft. PLOT LIMIT
13
6
5.49° N :2 7 E
9 7 5 4.72
:5
5
4
0 2 0 61.354
PLOT LIMIT N :279 75 53 1. 2 E :5 0 1 9 63.08
3.0 0
91.00m (FROM MAIN STREET)
.29m
50-R oad18
REQUIRED SETBACK (71.02 .01ft.
OFF -
m)233
ft.
MALL DROP
)225.07
(68.60m
RO AD
25.00
SE RV ICE
Plo Adjac t No ent . 13 Plo 408 t 21
SERVIC
3.0 0
E ROAD 89 .49°
N :279 75 04 3. 41 E :5 0 2 0 1.302
RO AD
N
m
LIMIT
48. 77
5
SE RV ICE Ro ad
PLOT
10 9-A l Wu he ida
48.77
N
GENERAL NOTES: A. This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without the above consultant's authority. B.
Do not scale from the drawings.
C. All dimensions are in millimetres and levels in metres unless noted otherwise. D. All dimensions to be verified on site and approved by the engineer.
1
2
7500
3
8000
4
8000
5
8000
6'
8000
6"
450
7
8000
8
8000
9
8000
10
8000
11
8000
Y1
Y2
7995
12' 12"
495725500
6371
13
14
7104
15
6276
16
8250
17
ARCHITECTURAL +0.00 LVL = +03.47 DMD
9002
3.10 m
ROOF FLOOR
3.50 m
14TH FLOOR
3.40 m
13TH FLOOR
3.40 m
12TH FLOOR
3.40 m
11TH FLOOR
3.40 m
10TH FLOOR
3.40 m
9TH FLOOR
3.40 m
8TH FLOOR
3.40 m
7TH FLOOR
3.40 m
6TH FLOOR
3.40 m
5TH FLOOR
3.40 m
4TH FLOOR
3.40 m
3RD FLOOR
4.50 m
2ND FLOOR
4.50 m
1ST FLOOR
4.90 m
TOP ROOF FLOOR
GROUND FLOOR
TOP ROOF F.F.L 58.400 ROOF.F.F.L 55.300
14.F.F.L 51.800
13.F.F.L 48.400
12.F.F.L 45.000
11.F.F.L 41.600
10.F.F.L 38.200
09.F.F.L 34.800
08.F.F.L 31.400
07.F.F.L 28.000
06.F.F.L. 24.600
05.F.F.L. 21.200
04.F.F.L. 17.800
03 F.F.L 14.400
02.F.F.L. 9.900
01.F.F.L. 5.400
Rev
Revision Description
Revision Date
REVISIONS AND ISSUES 00.F.F.L. 0.500
CLIENT TITLE:
SAEED MATAR SAEED BIN BELEILA MAIN CONTRACTOR:
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AIROLINK BUILDING CONTRACTING L.L.C. PO Box: 42649, Dubai, UAE Tel: +971 4 4473448
+971 4 4473449 A I R OL I N K Fax: www.airolinkconstruction.com Perfect Measure in Quality Construction
LEAD CONSULTANT
Incorporated Consultants (Conin)
39
Elevations - West Scale 1:500
KEY PLAN
2
RO AD
RO AD N :279 76
LIMIT
1
PLOT
30. 48
E :5 0 2 0 41.62
(12.92m)42.39ft.
46 6. 17
36. 58
N :2 7 E
9 7 6 46.75
:5 0 2 0 54.
4.95°
4.95°
13
13
LIMIT
m
PLOT
m
48a-Ro ad30.4 8m
d36.58
m
)208.66
3d-Roa
(63.60m
ft.
.00ft.
T
BANQUE
FF
m)369
HALL DROP-O
(112.47 8
N
PLOT
:2 7 :5
9 7 6
E
02.39
0
LIMIT
2 0 9.64
13 4.81°
(8.59m)28.18ft.
13 4.80°
7
PLOT LIMIT N :2 7 E
9 7 5 93.647
:5 0 2 1 0.2
USAGE : HOTEL G + 15 FLOORS
50-R oad18
RO AD
.29m
30. 48 RO AD
m
USAGE : SHOPPING CENTRE G + 2 FLOORS
18. 29 m Ad jac Plo ent t No Pa . 13 rkin 409 gPlo 99 t
ft.
)180.02
(54.87m
PLOT LIMIT 3 13 5.50°
N :279 75 6 1. 65 E :5 0 1 9 63.029
(13.04 m) 42.78 ft. PLOT LIMIT
13
6
5.49° N :2 7 E
9 7 5 4.72
:5
5
4
0 2 0 61.354
PLOT LIMIT N :279 75 53 1. 2 E :5 0 1 9 63.08
3.0 0
91.00m (FROM MAIN STREET)
.29m
50-R oad18
REQUIRED SETBACK (71.02 .01ft.
OFF -
m)233
ft.
MALL DROP
)225.07
(68.60m
RO AD
25.00
SE RV ICE
Plo Adjac t No ent . 13 Plo 408 t 21
SERVIC
3.0 0
E ROAD 89 .49°
N :279 75 04 3. 41 E :5 0 2 0 1.302
RO AD
N
m
LIMIT
48. 77
5
SE RV ICE Ro ad
PLOT
10 9-A l Wu he ida
48.77
N
GENERAL NOTES: A. This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without the above consultant's authority. B.
Do not scale from the drawings.
C. All dimensions are in millimetres and levels in metres unless noted otherwise.
A
B 5000
C 7600
D 8000
E 7300
F 5400
G 4126
H 4126
J 5400
K 7300
L 8000
M 7600
N
D. All dimensions to be verified on site and approved by the engineer.
ARCHITECTURAL +0.00 LVL = +03.47 DMD
5000
3.10 m
ROOF FLOOR
3.50 m
14TH FLOOR
3.40 m
13TH FLOOR
3.40 m
12TH FLOOR
3.40 m
11TH FLOOR
3.40 m
10TH FLOOR
3.40 m
9TH FLOOR
3.40 m
8TH FLOOR
3.40 m
7TH FLOOR
3.40 m
6TH FLOOR
3.40 m
5TH FLOOR
3.40 m
4TH FLOOR
3.40 m
3RD FLOOR
4.50 m
2ND FLOOR
4.50 m
1ST FLOOR
4.90 m
TOP ROOF FLOOR
GROUND FLOOR
TOP ROOF F.F.L 58.400 ROOF.F.F.L 55.300
14.F.F.L 51.800
13.F.F.L 48.400
12.F.F.L 45.000
11.F.F.L 41.600
10.F.F.L 38.200
09.F.F.L 34.800
08.F.F.L 31.400
07.F.F.L 28.000
06.F.F.L. 24.600
05.F.F.L. 21.200
04.F.F.L. 17.800
03 F.F.L 14.400
02.F.F.L. 9.900
01.F.F.L. 5.400
00.F.F.L. 0.500
Rev
Revision Description
Revision Date
REVISIONS AND ISSUES CLIENT TITLE:
SAEED MATAR SAEED BIN BELEILA MAIN CONTRACTOR:
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AIROLINK BUILDING CONTRACTING L.L.C. PO Box: 42649, Dubai, UAE Tel: +971 4 4473448
+971 4 4473449 A I R OL I N K Fax: www.airolinkconstruction.com Perfect Measure in Quality Construction
LEAD CONSULTANT
Incorporated Consultants (Conin)
40
Section A-A Scale 1:500
USAGE : HOTEL G + 15 FLOORS
USAGE : SHOPPING CENTRE G + 2 FLOORS
A
A
91.00m (FROM MAIN STREET) REQUIRED SETBACK
N
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
41
Section B-B Scale 1:500
B
USAGE : HOTEL G + 15 FLOORS
USAGE : SHOPPING CENTRE G + 2 FLOORS 91.00m (FROM MAIN STREET) REQUIRED SETBACK
N
B
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
42
Perspective
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Disclaimer: The following project information tables prepared by Incorporated Consultants CONIN is for informative purpose only and does not bind to any legal rights or obligations.
Project Essentials
Project Efficiency
Description Plot Area
Area
Area
(sqm.)
(sqft.)
10,182.45
Area Calculations Plot Coverage
Allowed GFA
Achieved GFA
Building Efficiencies
109,603.89
-
49.82%
Covered Parking Area (sqm.)/
GLA / GFA
71.09%
No. of Parking Bays
Building Height Topmost Level
29.58
Ht. above Ground Level
-
50,782.27
Typical Floor Area Breakdown
546,620.32
4.99
FAR
Car Parking Efficiency
GLA / BUA
97.02%
43
Project Identity
3,207
Core & Services
1.3%
49,130
Lift Lobby & Corridors
19.2%
-
Balconies
BUA
72,462.22
779,983.33
Lift Lobby & Corridors
GLA
36,099.56
388,575.62
Balconies
Saleable Area (Hotel Rooms)
18,872.99
203,148.88
Residential/Hotel Room Area
203,149
Sub-Total BUA
255,486
A
B
59 m.
Floor Area Ratio
Typical Floor Area Efficiency
Core & Services
+62.00m AMSL
4.99
0.0%
Residential/Hotel Room Area
79.5%
Project Area Breakdown Summation Area Category
A+B+C
A+B Hotel Room
BUA (sqft.) GFA(sqft.)
GLA (sqft.)
Area (sqft.)
Floors
Offices
Retail Area
Balconies
(sqft.)
(sqft.)
(sqft.)
C
Other Leaseable Area (sqft.)
D
E
Covered BOH
Circulation
Parking Area Covered Driveways
Services Area
Pool Services
(sqft.)
(sqft.)
& Ramps
(sqft.)
(sqft)
2,059.38
981.64
981.64
1480.03
14
23,927.73
23,420.75
18,468.08
18,468.08
486.16
4,466.51
290.08
13
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
12
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
11
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
-
10
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
9
23,927.73
23,420.48
18,468.08
18,468.08
486.16
4,466.24
290.08
8
23,927.73
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
7
23,927.73
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
6
23,927.87
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
5
23,927.87
23,420.81
18,468.08
18,468.08
486.23
4,466.50
290.08
4
23,928.54
23,420.33
18,468.08
18,468.08
485.56
4,466.69
305.95
3
25,927.25
17,567.57
9,043.78
905.91
8,137.87
4,583.87
3,939.92
255.56
2
96,285.74
94,229.00
59,222.92
19,749.90
39,473.02
13,888.46
21,117.62
1666.12
1
95,910.87
88,042.39
61,740.43
5,868.72
43,193.22
12,678.49
5,160.23
21,141.73
1308.63
Ground
90,535.83
88,173.00
55,419.61
4,707.55
32,630.47
18,081.59
11,752.80
21,000.59
7747.14
1st Basement
102,565.30
-
-
87,111.71
2002.88
2nd Basement
103,492.84
-
-
85,757.22
10546.79
172,869
28,214
Total
779,983
546,620
388,576
203,149
31,232
75,824
Floorwise Distribution
0
78,371
Types Guestrooms
(sqft.)
Type II
2 Bay (I)
Floors
388
4 to 14
576
4 to 14
Area/Unit (sqft.) 936
Floors 4 to 14
No. of Units
Unit Ratio
319 22 No. of Units
3 Bay (I)
81.17% 5.60% Unit Ratio
11
CON 152972 Bay - Al Dubai, U.A.E. (II) Mamzar Park 772 Hotel, 4th & 14th 24 Suites 2 Bay (III)Report (Rev 01) 761 4th & 14th 2 Concept Design 2 Bay (IV)
117,312
Hotels Net Area/Unit
Type I
Types
40,733
-
-
Car Parking Calculation
Unit Mix & Distribution
Standard
(sqft.)
(sqft.)
Roof
Canopies/ Projections
Standard Guest Rooms Suites
Offices 68 Leased Offices
Commercial 0
Commercial Usage Type I
Residential 141
Commercial
26
Usage Type II
Apts. <1600 sqft. Apts. >1600 sqft.
2.80%
Halls & Lobbies
6.11%
Offices
0.51%
Restaurant Areas
757
4 to 14
9
2.29%
Sub-Total
1157
4th & 14th
4
1.02%
Grand Total
135 58 69 356.02 Required
0 497
140.94 Provided
539
0 Variance
-42
44
Area Breakdown Basement 2 Floor Plan
Basement 1 Floor Plan
Legend
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Area Breakdown 45
Ground Floor Plan
1st Floor Plan
Legend
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Area Breakdown 46
2nd Floor Plan
3rd Floor Plan
Legend
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Area Breakdown 47
4th Floor Plan
5th - 13th Floor Plan
Legend
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Area Breakdown 48
14th Floor Plan
Roof Floor Plan
Legend
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
49
Built-up Area (B.U.A) Basement 2 Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Basement 1 Floor Plan
Built-up Area 50
Ground Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
1st Floor Plan
Built-up Area 51
2nd Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
3rd Floor Plan
Built-up Area 52
4th & 14th Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
5th - 13th Floor Plan
Built-up Area 53
Roof Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Area Summation
54
Gross Floor Area (G.F.A) Basement 2 Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Basement 1 Floor Plan
Gross Floor Area 55
Ground Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
1st Floor Plan
Gross Floor Area 56
2nd Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
3rd Floor Plan
Gross Floor Area 57
4th & 14th Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
5th - 13th Floor Plan
Gross Floor Area 58
Roof Floor Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Area Summation
Car Parking Area Digram 59
Car Parking Calculations Area Summation
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
60
Car Parking Area Diagram Ground Floor Plan
1st Floor Plan
Legend
Halls & Lobbies
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
F&B Outlets
Offices
Retail 1 Opening Inside
Suites
Guest Rooms
Car Parking Area Digram 61
2nd Floor Plan
3rd Floor Plan
Legend
Halls & Lobbies
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
F&B Outlets
Offices
Retail 1 Opening Inside
Suites
Guest Rooms
Car Parking Area Digram 62
4th & 14th Floor Plan
5th - 13th Floor Plan
Legend
Halls & Lobbies
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
F&B Outlets
Offices
Retail 1 Opening Inside
Suites
Guest Rooms
63
Car Parking Schematics Basement 1 Floor Plan Scale 1:500
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Car Parking Schematics 64
Basement 2 Floor Plan Scale 1:500
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
65
Refuse Strategy Ground Floor Plan
Typical Floor Plan KEY PLAN N
KEY PLAN
30.48
m
ROAD
ROAD
(12.92 m) 42.39 ft.
36.58
m
48a-Road 30.48
m
3d-Road
208.66ft.
m
m)
36.58
(63.60
2
ROA
PLOT
1
E:502054.544
(12.92 m) 42.39 ft. 134.95°
LIMIT
30.4
134.95°
PLOT
D
N:2797646.757
LIMIT
E:502041.624
N:2797646.617
ROA
D
36.5
8
8
369.00
ft.
m
m
(112.47
m)
48a-Road 30.48 m
(8.59 m) 28.18 ft.
m 30.48
ROAD
369.00
8
m) E:502099.964
PLOT
N:2797602.239
ft.
LIMIT
Adjac Plot ent No. Parkin 13409 g Plot 99
208.66ft.
(112.47
18.29
m
ROAD
m
m)
BANQUET HALL DROP-OFF
134.80°
(8.59 m) 28.18 ft.
(13.04 m) 42.78 ft.
134.81°
7 PLOT E:502100.022
LIMIT
N:2797593.647
A-203
(63.60
A-203
m
180.02
36.58
18.29
ft. m) (54.87
3d-Road
3
50-Road
3
50-Road
48a-Road 30.48 m
ROA D
(54.87 180.02 ft.
CE
ROAD
SERVI
Plot Adjac No. ent 13408Plot 21
E:501963.068
N:2797553.122
LIMIT
3.00
50-Road
CE
ROAD
ida
SERVI
Road
48.77
m 48.77
9
10
11
12'
12"
13
14
15
16
17
25.00
8
MALL DROPOFF
ROA D
ft.
7
233.01
6"
l Wuhe
109-A
SERVICE
17
3.00
ROAD 89.49°
5 PLOT
48.77
9002
SER
3120
500
3000
+3.59 DMD
+3.50 DMD
G-19
(71.02 m) 233.01 ft.
(54.87 m) 180.02 ft.
PARKING ENTRY
PARKING EXIT
80
N 0
AIROLINK JOB NO. 1056
MAIN CONTRACTOR
A-302
AIROLINK BUILDING CONTRACTING L.L.C.
6'
6"
7
8
9
10
11 ASPHALT EDGE LEVEL
NEIGHBOURING RESIDENTIAL BUILDING
Y1
Y2
RD LVL. +3.29 M
13
14
ASPHALT EDGE LEVEL
15
ROAD 18.29 m
16
Perfect Measure in
17
PO Box: 42649, Dubai, UAE Tel: +971 4 4473448 Fax: +971 4 4473449 Quality Construction www.airolinkconstruction.com
8000
8000
8450
8000
8000
9215
6871
4300
7104
A-302
5000 2931 4300
2200
2000
8000
IRON
4300 4300
BAG
1700 2500
7300
2000
4300
5400 4300
8253
4300 4300
5400
4300
2200
4300
2200
IRON
7300
2000
4300
1700
4300
2500
4300
8000
2000 2200
L
4300
A
2936
A-301
BED 2 4F-28
7600
BED 1 4F-28
3126
13 2200 LIVING 4F-29
74853
1840
7600
70
41
3100
2364
4300
B
2500
2155
4300
6276
54
1800
82 50
1958
N 2797602.239 E 502099.964
BED 4F-29
PLOT LIMIT
1141
8250
M
14
1700
BATH 4F-29
22
BATH 4F-29
2000
5700
LIVING 4F-30
4550
2025
76
REF
REF
BATH 4F-30 2000
3500
1675
2200
2500 BED 4F-30
1125
3025
BATH 4F-28
6100
1700
BED 4F-31
BATH 4F-28
71
2155
2650
3650
2800
8000
BATH 4F-30
BAG
IRON IRON
1700
2500
1700
IRON
BAG
2000
2200 2000 2200
CORRIDOR
IRON
BAG
1700 2500
BAG
IRON
IRON IRON
BAG BAG
BAG
8000
BAG
BATH 4F-31
2100
2400
8000
4300
4300
PLOT LIMIT N 2797554.724 8000 E 502061.353
BATH 4F-31
2200 LIVING 4F-31
3350
REF
2000
SERVICES SERVICES 4F-14 1750 LOBBY GARBAGE 4F-12 COLLECTION 4F-13 2030
BATH 4F-34
2500
2200 2000 2000 2200
4300
3100
2800
2200 3835
2000
BATH 4F-34
9002
5000
5160 2100
3835
IRON
BAG
1700
4300
2500
4300
2500 1700
5700
4400 2200
DRESS 4F-34
REF
2800
3100
2800
1900
N
PLOT LIMIT N 2797593.647 E 502100.022
126668
1
2
3
4
5
6'
6"
7
8
Rev
Revision Description
Revision Date
REVISIONS AND ISSUES CLIENT TITLE:
SAEED MATAR SAEED BIN BELEILA MAIN CONTRACTOR:
9
10
11
Y1
Y2
13
14
15
16
17
AIROLINK BUILDING CONTRACTING L.L.C. PO Box: 42649, Dubai, UAE Tel: +971 4 4473448
Fax: +971 4 4473449 A I R OL I N K www.airolinkconstruction.com Perfect Measure in Quality Construction
LEAD CONSULTANT Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE, Tel: +971 4 2662225, Fax: +971 4 2662227, Email: info@conin.ae, www.conin.ae
0
66
20
A-201
BATH 4F-34
K
5700 LIVING 4F-28
REF
LEAD CONSULTANT
1
PROJECT
1
7500
PLOT LIMIT
STAIR 3 4F-03
2200 GUESTROOM 4F-32
N 2797504.341 E 502011.301
00
LIVING 4F-34
2200
2725
ELEC. 2850 4F-15
6
5
N
SA'EED BIN BELAILA 14
BATH 4F-32
2000
B
00
4
M
FOR DM PRELIMINARY REVIEW DESCRIPTION
CLIENT
GATE LEVEL 01
50-Road 18.29 m
3
BY
00
2
.
8 ft
8.1
)2
9m
(8.5
+3.50 DMD
MBN
DATE
GARBAGE COLLECTION BAY
60
1
G-25
G-24
+3.50 DMD
GATE LEVEL 02
Adjacent Plot Plot No. 1340821
LADIES TOILET
+0.00 FFL +3.50 DMD
25/02/2016
REVISIONS AND ISSUES
GENTS TOILET
LOADING / UNLOADING
0 NO.
G-69
2000
TEL. 1300 4F-16
5150
GARBAGE ROOM
M
JAN.
4180
2891
5700
G-77
N
+0.500 FFL
G-22
91000 SETBACK FROM MAIN STREET
2 1
4180 Room
2827
G-20
3000
50
G-70
COLD GARBAGE ROOM
SETBACK
SECURITY
RECEIVING
DN
3000
G-03
UP
SETBACK
8500
G-23
STAIR 3
G-21
RECYCLABLE WASTE MANAGEMENT FACILITY
+0.500
8000
50
00
3000
G-18
G-65
00
SATELLITE KITCHEN
BOH LOBBY
STORE
00
45
LOADING/UNLOADING BAY
3000
3000
FROM 1st BASEMENT
500
5000
RAMP TO BASEMENT 01
3000
50 77
7250
To 1st BASEMENT
FROM 1st BASEMENT
REF
7600
To 1st BASEMENT
BATH 4F-33
BED 4F-27
BATH 4F-28 3100
86
10 % SLOPE
3
2200
STAIRCASE TOP ROOF
A-301
STAIR 2 4F-02
BED 5160 4F-27
44
RAMP TO BASEMENT 01
A
A-301
3340
04
10 % SLOPE
M
2000 17.700
A
4
7600
G-13
LIVING 4F-27 5700
REF
32
SERVICE ROAD
G-14
LOADING/UNLOADING
G-75
ASPHALT EDGE LEVEL
5
L
SERVICES GARBAGE COLLECTION
1500
DN
L
6
G-15
G-12
2900
A
7
ELEC.
G-16
SERVICES LOBBY
G-17
5000
TEL.
VEG.PRE WASH
REF
G-76
G-72
UP STAIR 6
2800
G-26
HR TRAINING SATELLITE KITCHEN
FIRE ESCAPE ROUTE
BED 1 4F-34
BED 2 4F-34
GUESTROOM 4F-33
3100
BISTRO
G-73
G-71
H J
BATH 4F-27 3100 2800 REF
4300
5700
8
MAIN KITCHEN
RETAIL 07
BED 4F-26
5700 LIVING 4F-26
G
56 00
8000
G-68
G-06
A-301
3100 BATH 4F-35
3640
3170
4300
F 4
BATH 4F-26 3100
TERRACE
7391
8000
STAIR 2 UP DN G-02
5700
G-74
3100
3d-Road 36.58 m
K
CORRIDOR
3100
00
0
K
10
LIFT LOBBY
COFFEE SHOP
FIRE ESCAPE ROUTE
3340
2800
N
E
A-204
1700
5700
BALCONY
5700
BED 5160 4F-25
2800
BATH 4F-35
ARCHITECTURAL +0.00 LVL = +03.47 DMD
D
REF
3340
LIFT LOBBY
0.500
K
3640
3340
3640
LIVING 4F-35
7300
G-30
LIVING 4F-24
BATH 4F-25
BATH 4F-26
2200
GENTS TOILET
3640
3100
G-31
G-32
7300
TOILET
LADIES TOILET
3340
3100 BATH 4F-36
2000
1:25
G-55
2800
3640
BED 4F-36
BED 4F-24
LIVING 4F-25 5700
REF
BATH 4F-36
D. All dimensions to be verified on site and approved by the engineer.
5700
BATH 4F-25
2805
pe
J
RETAIL 06
REF
BED 4F-35
2070
J
Slo
J
5700
A-202
G-27
G-33
1920
2100
2800
3100
2800 1200
BALLROOM ROOF
2
H ASPHALT EDGE LEVEL
2800
Do not scale from the drawings.
C. All dimensions are in millimetres and levels in metres unless noted otherwise.
C
5160 BED 4F-23
BATH 4F-24 3100
1800
3100 BATH 4F-37
2800
5400
A-204
H
LIVING 4F-36
5160 4300
CORRIDOR
G-67
G GATE LEVEL 03
BELL BOY
2800
BATH 4F-37
SWIMMING POOL BELOW
LIVING 4F-23
REF
3640
LIVING 4F-37
1700
G-28
5160
5700
4300
MAIN LOBBY
G-34
KIOSK 02
BATH 4F-24 3640 CORRIDOR 4F-38 3340
BED 4F-37
2500
LOUNGE ROOM
Slope 1:10
BATH 4F-23 3640
REF
17.700
G
4
5400
RECEPTION
4126
HOTEL DROPOFF
(63.60 m) 208.66ft.
Vestibule
(68.60 m) 225.07 ft.
G-35
1.000
5700
F
F HOTEL DROP OFF
SAFE DEPOSIT ROOM
0.150
3340
STAIR 1 4F-01
5400
1:25 G-79
F
REF
TERRACE
PLOT LIMIT N 2797646.757 E 502054.544
5688
2800
6176
4300
G-45
VALET PARKING STAFF
5260
BATH 4F-23 3100
SERVICES TEL. 4F-10 4F-11 1300 2850
GUESTROOM 4F-19
4300
B BED 4F-22
BATH 4F-22 2540
LINEN SERVICES 4F-08 LOBBY 1750 4F-07 SERVICES 4F-09
2400
BALCONY
G-36
LIVING 4F-18 BED 1 4F-18 4300
ELEC. 4F-57 2600
2187
E
pe
CONCIERGE & TRAVEL DESK
BACK OFFICE 01 RETAIL 14
G-56
BATH 4F-22
BATH 4F-21
A. This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without the above consultant's authority. B.
LIVING 4F-22
REF
2500
BAG
LIFT LOBBY
Slo
5400
KIOSK 01
2000
BALCONY
7300
G-38
2000
LIFT MACHINE ROOM TOP
D
E CORRIDOR
G-66
N
4300
1400
BALCONY
0
17.700
TOILET 4F-18
BATH 4F-18
3000
BALCONY
10
00
G-37
L
5700
5700 2800
BATH 4F-19
IRON
3340
5160
5700
BATH 2200 4F-20 BATH 4F-21
BALCONY
D
LIFT LOBBY
BACK OFFICE 02
E
4126
2000 2188
REF
LOUNGE & WAITING
DNSTAIR 1 UP G-01
GIFT SHOP
G-29
H
2000
2650
7300
ELEC. ROOM
G-39
1900
4400
G-10
G-11
BATH 4F-18
2100
BED 2 4F-18
8000
SERVICES
TEL.
8253
G-40
UPS
G-42
BACK OFFICE 03
G
CORRIDOR
2000
74853
7600
FIRE ESCAPE ROUTE
8000
C
SERVICES
G-09
8866
G-46
ROAD 36.58 m
SERVICE ROAD
G-08
80 sqm.
RETAIL 01
G-47
CORRIDOR
RETAIL 02
D
ASPHALT EDGE LEVEL
BAG
GENERAL NOTES:
A
3017
BED 4F-21
90
G-53
8854
2
IRON
BATH 4F-20
4300
LIVING 4F-21
16
RETAIL 03
G-78
G-52
G-07
C
LINEN
SERVICES LOBBY
G-57
MDF
G-44
RETAIL 04 RETAIL 05
A-202
1689
PLOT LIMIT
4300
LIVING 4F-20
72
C
MALL ENTRANCE
BATH 4F-17
2500
G-41
LV ROOM
GATE LEVEL 05
UP
2200
4300
BED 4F-20
CORRIDOR
G-51
ELEC.
25.00
2000
PLOT LIMIT
ARCHITECTURAL +0.00 LVL = +03.47 DMD
G-48
FIRE ESCAPE ROUTE
B
17.700
4300
Store 4F S H A F STAIR 4 T 4F-04
14
B
GUESTROOM 4F-17
m
9002
N 2797646.617 E 502041.624
1800
ft.
4300
STAIRCASE TOP
3340
.39
8250
A-302
A
2800
42
19079
6276
82
176 sqm.
7104
50
G-43
DN
6871
3640
SUB-STATION 5 TRANS.
G-04
BANQUET HALL ENTRY
7
9215
B
N 2797553.123 E 501963.067
D 48.7
8000
3100
STAIR 4
All dimensions to be verified on site and approved by the engineer.
REF
UP
B
m)
All dimensions are in millimeters/ levels in meters unless stated otherwise.
A
8673
REF
F.F.L
G-05
.92
4100
4997
0.500
(12
ROA Road
8000
REF
3050
5000
10 % SLOPE
DN STAIR 5
3050 8600
VICE Wuh eida
8000
71
5000
Do not scale from the drawings. 3050
8000
71
2.7
4 m)
A-302 3050
5913
2475
8450
3100
6
.04
(13
. 8 ft
8000
PLOT LIMIT
This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without Conin's written consent.
B
(112.47 m) 369.00 ft.
GATE LEVEL 04
A
ARCHITECTURAL +0.00 LVL = +03.47 DMD
BANQUET HALL DROP-OFF
8000
UTILITY
77
GENERAL NOTES:
8000
REF
00
20
8000
7600
27
GATE LEVEL = 0.30m from existing Asphalted edge.
Al
126668 7500
N 2797566.166 E 501963.029
0
2400
8250
5700
6276
2900
7104
3100
6371
2800
500
3100
9215
N
8000
E:502011.302
8000
ASPHALT EDGE LEVEL
N:2797504.341
8000
LIMIT
8000
821
8000
Adja Plot cent No. Plot 1340
450
m)
6'
(71.02
5
m
4
18.29
3
ft.
2
1
225.07
16
VICE
m)
15
SER (68.60
8000
E:502061.354
N:2797554.724
PLOT
8000
m)
Adja Plot cent No. Park 1340 ing 999 Plot
6
4
8000
m
LIMIT
135.49°
14
PLOT
(13.04 m) 42.78 ft.
13
E:501963.029
N:2797566.165
8000
9
135.50°
233.01
(71.02
109-
7500
18.2
3
12"
LIMIT
12'
PLOT
11
m
10
8
9
30.4
8
D
7
ROA
6"
m
6'
18.29
5
50-Road
4
m)
ft.
3
25.00
225.07
2
m
ft.
m)
1
18.29
ROAD 30.48 m
(68.60
ROAD 30.48 m
Adjacent Parking Plot Plot No. 1340999
Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE, Tel: +971 4 2662225, Fax: +971 4 2662227, Email: info@
A-201
AL MAMZAR PARK HOTEL 2B + G + 14 + R Hotel, Banqueting and Retail
PROJECT TITLE:
DRAWING
AL MAMZAR PARK HOTEL
50-Road 18.29 m
A-103-GROUND FLOOR PLAN DRAWING TITLE: SCALE
A1 SIZE
A1 CON-15297
1 : 250 DWG No.
A - 103
DRAWN
MM REVISION
00
CHECKED
A1 SIZE
SHEET
PROJ. No.
FOURTH FLOOR PLAN
AW DATE
SHEET:
25/02/2016
A1
JOB NO.:
CON 15297
Garbage Collection Service Route
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
SCALE:
1 : 250
DRAWN:
MM
DRAWING NO.: REV.:
A-107
CHECKED:
AW DATE:
66
Fire Zoning Plans Ground Floor
2 - hour Fire-rated 1 - hour Fire-rated Exit Stairway @ Level of Discharge
Exit Corridor Total Travel Distance Exit Separation Travel Distance Within Unit Exit Sign Direction
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Fire Zoning Plans 67
Typical Floor
2 - hour Fire-rated 1 - hour Fire-rated Exit Stairway @ Level of Discharge
Exit Corridor Total Travel Distance Exit Separation Travel Distance Within Unit Exit Sign Direction
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
68
Ventilation Strategy Basement 2 Floor Plan
Basement 1 Floor Plan
Pressurization, Extraction & Make-up Air Shafts
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Ventilation Strategy 69
Ground Floor Plan
1st Floor Plan
Pressurization, Extraction & Make-up Air Shafts
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Ventilation Strategy 70
2nd Floor Plan
4th Floor Plan
Pressurization, Extraction & Make-up Air Shafts
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
71 KEY PLAN
2
RO
PLOT
1
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
RO AD
AD
.58
134.95°
LIMIT
134.95°
PLOT
30 .48
36
m
m
48a-R oad 30.48 m
3d-Ro ad
Circulation Diagrams - Access Strategy
m
m)
36.58
(63.60 208.6 6ft.
7 0
369.0
8
m)
OFF
(112.4
BANQU HALL DROPET
E:502099.964
N:2797602.239
PLOT
ft.
LIMIT
134.81° 134.80°
(8.59 m) 28.18 ft. 7
PLOT E:502100.022
N:2797593.647
LIMIT
50-Ro ad
18.29
RO AD
m
m
RO AD
30 .48
18 .29
(54.87 m)
m
180.0 2
ft. LIMIT
Ad Plo jac t No en t . 13 Pa rki 40 ng 99 Plo 9 t
PLOT 3 135.50°
E:501963.029
N:2797566.165
PLOT
(13.04 m) 42.78 ft. LIMIT 6
135.49°
Basement Floor Plan
E:502061.354
PLOT
N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
50-Ro ad 18.29 m
SE
25.00
17
ft.
48.77
16
1
15
233.0
14
m)
13
(71.02
12"
SE
10
RV
9-A
IC
lW
E
uh
a
RO
AD
eid
Ro
ad
N
12'
E:502011.302
11
N:2797504.341
10
LIMIT
9
PLOT
8
5
7
89.49°
6"
3.00
6'
Ad Plo jac t No en t . 13 Plo t 40 82 1
5
ROAD
4
E
3
SERVIC
2
1
ft.
AD
7
MALL DROP OFF -
RO
225.0
E
m)
IC
(68.60
RV
48
.77
m
126668 7104
B01
B01
34
35
B01
B01
36
37
B01
38
B01
B01
B01
39
40
B01
5500
-3.800
B01
263
B01
B01
262
261
B01
260
B01
259
B01
B01
258
257
B01
B01
256
255
B01
254
B01
B01
253
B01
252
LIFT LOBBY B1-35
251
B01
250
B01
249
B01
248
B01
B01
247
246
B01
245
45
B01
B01
220
B01
221
B01
B01
222
223
B01
224
B01
225
B01
B01
226
227
B01
B01
228
229
B01
230
B01
B01
231
B01
232
233
B01
234
B01
235
B01
236
B01
B01
237
238
B01
239
241
00
2775
00
40
.0
B01
5500
5.50 M DRIVE WAY
B01
213
211
210
B01
209
B01
B01
208
207
B01
206
B01
205
B01
B01
204
203
B01
B01
202
201
B01
200
B01
B01
199
198
B01
197
B01
B01
196
B01
195
194
B01
193
B01
192
B01
191
B01
B01
190
189
B01
188
B01
187
B01
B01
186
PUMP ROOM (FOUNTAIN) 3800 B1-45 UPS 3800 B1-44
B01
215
BICYCLE BAYS = 15% of 538 Car parking Lift Lobby -
B01
B01
82 no.s
BMS B1-46
5000
2500
5500
B01
49
B01
51
B01
152
00
.0
00
40
STORE ROOM
B01
153
B01
B01
154
155
B01
156
B01
B01
157
158
B01
159
B01
B01
160
161
B01
B01
B01
B01
B01
162
163
164
B01
165
166
B01
167
B01
B01
168
169
B01
170
B01
171
B01
172
B01
173
B01
174
B01
175
B01
176
B01
177
B01
B01
178
179
55
B01
182 181
B01
B01
54
B01
B01
53
B01
56
57
B01
B01
58
B01
40
180
.00
B01
B01
40
00
B01
B01
B01
149
40
147
5500 B01
146
B01
145
B01
144
B01
B01
143
142
B01
B01
141
140
B01
139
B01
B01
138
137
B01
136
B01
B01
135
134
B01
133
B01
132
B01
131
B01
130
B01
129
B01
128
B01
127
B01
126
B01
B01
125
124
B01
123
B01
102
B01
B01
103
105
B01
106
B01
B01
107
108
B01
109
B01
B01
110
111
B01
112
B01
113
B01
114
B01
115
B01
116
B01
117
B01
118
B01
119
B01
B01
120
121
B01
122
50 00 .0
TEL. B1-16
B01
69
1130
5500
DN
5.50 M DRIVE WAY
ELEC. B1-15
CORRIDOR B1-40
B01
70
PREP. ROOM B1-22 7477 7477
SERVICES SERVICES B1-14 LOBBY B1-12 GARBAGE COLLECTION B1-13
00
8000.000
B01
68
.0
00
B01
101
K
STAIR 2 B1-02 UP
00
0
B01
100
DN
0
0.00
B01
99
5500
10% slope
B01
98
B01
67
.00
STAIR 6 B1-06
00
A-301
0
.00
00
40 UP
LOBBY B1-31
B01
66
40
10% slope
97 Store
50
A
Ramp Length = 42 m.
B01
L 7600
00
.0
00
B01
148
8000
150
40
0
00
.0
00
.00
-3.800
B01
95
B01
94
B01
93
B01
B01
92
91
B01
B01
90
89
B01
88
B01
B01
87
86
B01
85
B01
B01
84
83
B01
82
B01
81
B01
80
B01
79
B01
78
B01
77
B01
76
B01
75
UP
B01
74
DN
B01
73
B01
72
B01
71
STORE B1-18
DRYSTORE B1-17
COLD STORE B1-19
N 2797602.239 E 502099.964
5792
N
M
5574
8900
7336
5000
B01
96
5500
STAIR 3 B1-03
A-301
7477 COLD STORE B1-20 891 5
-3.800
M
L
COLD STORE B1-21
A
7461
B01
151
B01
7442
00 4000 .000
5.50 M DRIVE WAY
J
STAFF CAFE B1-23
65
G H
63
64
5.50 M DRIVE WAY
.0
5500
7300
00
00 0.0
70
730
K
7424
7477
0
B01
-3.800
MALE STAFF W.C B1-24
61
62
6.25 M DRIVE WAY
F
MALE STAFF SHOWER B1-25
2911
B01
60
00
3477
MALE STAFF CHANGING ROOM B1-26 5977
59
B01
E
MAKE-UP ROOM B1-28
TOILET CORRIDOR B1-27 2400 B1-39
B01
50
5500 5500
5400
B01
184
B01 B01
FEMALE STAFF CHANGING ROOM B1-29 5977
1400
183
GENERATOR ROOM B1-41
214
01
FEMALE STAFF SHOWER B1-33
5877
8000
CENTRAL BATTERY B1-42
ELEC. B1-43
D
2024
48
ARCHITECTURAL +0.00 LVL = +03.47 DMD
C
7477 FEMALE STAFF W.C B1-32 1126
LOBBY B1-30
B01
47
B01
185
-3.800
B01
02
J
46
B01
03
H
B01
8147
8253
212
B01
UP
52
04 74853
B01
2497
B01
00
0.0
400
00
2900
? 05
0.0
5500
5400
B01
5.50 M DRIVE WAY
8653
7300
-3.800
400
DN
B01
07
B01
2978
B01
B01
240
00
.0
00
B01
219
40
218
D. All dimensions to be verified on site and approved by the engineer.
N
STAFF UNIFORM STORE B1-34 7477
SERVICES B1-10
3060
B01
217
PLOT LIMIT N 2797646.757 E 502054.544
7477
B1-09
242 B01
E
TEL. STAIR 1 B1-11 B1-01
243
B01
06
B01
B01
B01
244
STAFF RECREATION & MERCHANDISE B1-36
SERVICES LINEN LOBBY B1-08 B1-07 SERVICES
3000
B01
264
216
08
ELEC. B1-57
00 B01
265
5.50 M DRIVE WAY
8000
B01
266
5500
B01
267
B01
44
40
0
B01
B
CORRIDOR B1-38
43
.00
09
STAFF LAUNDRY B1-37
B01
5.50 M DRIVE WAY 00
00
B01
G
-3.800
.0
40
10
F
42
B01
B01
11
5500
7600
12
20622
B01
41
STAIR 4 B1-04 DN
5000
B01
33
7600
B01
32
8000
B01
31
7300
B01
30
Do not scale from the drawings.
C. All dimensions are in millimetres and levels in metres unless noted otherwise.
7300
B01
29
2935
B01
28
B.
2218
B01
27
4391
B01
26
2800
B01
25
3000
B01
24
2998
B01
23
14516
B01
22
3200
B01
21
4627
B01
20
2725
19
2000
B01
18
3000
B01
UP
A
4100
7510
B01
17
6550
B01
16
5500
B01
15
A. This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without the above consultant's authority.
52
B01
14
GENERAL NOTES:
PLOT LIMIT
8600
UP
D
9002
N 2797646.617 E 502041.624
83
B01
13
DN STAIR 5 B1-05
UTILITY
C
8250
A-302
N 2797553.123 E 501963.067
PLOT LIMIT
6276
5400
6871
8253
9215
74853
8000
5400
8000
8000
8000
7600
8000
B
A 5000
8450
N 2797566.166 E 501963.029
PLOT LIMIT
B
8000
PLOT LIMIT
Air Extraction Shaft
Guest Lifts Rev
5000
8000
1142
8000
2800
8000
2775
7500
House keeping lifts Revision Description
Revision Date
REVISIONS AND ISSUES
N
F&B Lifts
CLIENT TITLE:
SAEED MATAR SAEED BIN BELEILA
N 2797504.341 E 502011.301 7500
PLOT LIMIT
8000
8000
8000
8000
8450
8000
PLOT LIMIT N 2797554.724 8000 E 502061.353
8000
8000
9215
6871
7104
6276
B A-302
8250
PLOT LIMIT
9002
N 2797593.647 E 502100.022
Banquet Lifts
MAIN CONTRACTOR:
Public LiftsAIROLINK BUILDING
126668
CONTRACTING L.L.C. PO Box: 42649, Dubai, UAE Tel: +971 4 4473448
1
2
3
4
5
6'
6"
7
8
9
10
11
Y1
Y2
13
14
15
16
17
+971 4 4473449 A I RPedestrian OL Iin N K Fax: Access www.airolinkconstruction.com Perfect Measure Quality Construction
Vehicular Access
LEAD CONSULTANT
F&B Access
Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE, Tel: +971 4 2662225, Fax: +971 4 2662227, Email: i
HK Access
PROJECT TITLE:
AL MAMZAR PARK HOTEL
A1 SIZE
DRAWING TITLE:
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
BASEMENT 01 LAYOUT SHEET:
A1
JOB NO.:
CON 15297
SCALE:
1 : 250
DRAWN:
MM
DRAWING NO.: REV.:
A-102
CHECKED:
AW DATE:
Circulation Diagrams - Access Strategy 72 KEY PLAN N RO
30. 48
m
AD
RO
AD
(12.92 m) 42.39 ft.
36.
58
m
48a-R
oad
30.48
m
3d-Ro ad
(63.6
36.58
208.6
m
0 m)
(8.59 m) 28.18 ft.
(112.
47
m)
369.0
0 ft.
6ft.
ad 50-Ro
30.
m
48
m
18.29
10 % SLOPE
Plo Adjace t No nt . 134 Plo 082 t 1
Do not scale from the drawings. 3050
3050
3050
8600
(12
.92
4100
4997
0.500
REF
SUB-STATION 5 TRANS.
G-04
G-43
DN
m)
176 sqm.
All dimensions are in millimeters/ levels in meters unless stated otherwise.
A 42
.39
8673
STAIR 4
All dimensions to be verified on site and approved by the engineer.
ft.
B
19079
ARCHITECTURAL +0.00 LVL = +03.47 DMD
7600
CORRIDOR
G-41
G-51
LV ROOM
G-52
RETAIL 02
RETAIL 01
G-47
G-46
8000
FIRE ESCAPE ROUTE
UPS
G-08
C
SERVICES
SERVICES
TEL.
G-10
G-11
ELEC. ROOM
LOUNGE & WAITING
DNSTAIR 1 UP G-01
D BACK OFFICE 03
G-39
D
00
LIFT LOBBY
GIFT SHOP
0
7300
G-29
BACK OFFICE 02
E
E
G-37
BACK OFFICE 01
G-36
G-45
1:2 pe
5400
G-66
CONCIERGE & TRAVEL DESK
VALET PARKING STAFF
Slo
G-38
5
CORRIDOR KIOSK 01 RETAIL 14
G-79
F G-35
4126
1.000
HOTEL DROPOFF
LOUNGE ROOM
(63.60 m) 208.66ft.
Vestibule
H
MALL ENTRANCE MALL ENTRANCE
HOTEL DROP OFF
SAFE DEPOSIT ROOM
0.150
(68.60 m) 225.07 ft.
GATE LEVEL 05
RECEPTION
4126
F
2
10
N
ROAD 36.58 m
G-42
8854
SERVICE ROAD
G-07
G-09
G-40
G-53
CORRIDOR
G-78
LINEN
SERVICES LOBBY
80 sqm.
8866
RETAIL 03
G-57
MDF
G-44
RETAIL 04 RETAIL 05
A-202
Ad jace Plo nt t No Par . 134 king 099 Plot 9
(13.04 m) 42.78 ft. 48.77
This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without Conin's written consent.
A-302
REF
5000
m
GENERAL NOTES:
B
(112.47 m) 369.00 ft.
ELEC.
G
77
0
00
G-48
C
ASPHALT EDGE LEVEL
d 48.
Roa
17 9002
BANQUET HALL ENTRY
25.00
da
16 8250
20
BANQUET DROP-OFF FIRE ESCAPE ROUTE
hei
15 6276
ARCHITECTURAL +0.00 LVL = +03.47 DMD
UP
B
Wu
14 7104
F.F.L
G-05
-Al
109
DN STAIR 5
AD
13 6371
3050
5913
2475
E RO
.78
42
ft.
VIC
12" 500
233.0
SER
6 77 27
.0
(13
12' 9215
BANQUET HALL DROP-OFF
GATE LEVEL 04
) 4m
11 8000
1 ft.
2 m)
(71.0
ASPHALT EDGE LEVEL
GATE LEVEL = 0.30m from existing Asphalted edge.
A
10 8000
AD
9 8000
E RO
8 8000
VIC
7 8000
SER
6" 450
m
6' 8000
18.29
5 8000
ad
4 8000
180.0
50-Ro
3 8000
25.00
7 ft. 225.0
2 7500
ROAD 30.48 m
0 m) (68.6
ROAD 30.48 m 1
RO
2 ft.
7 m)
(54.8
48a-Road 30.48 m
Ground Floor Plan
AD
18. 29
m
RO AD
3 A-203
G-28
G-34
Slope 1:10
KIOSK 02
5400
GATE LEVEL 03
4 A-204
H
ASPHALT EDGE LEVEL
BELL BOY
CORRIDOR
G-67
G
HOTEL DROP-OFF
MAIN LOBBY
G-27
G-33
pe
Slo
J
5
1:2
J RETAIL 06
G-55
TOILET
LADIES TOILET
G-31
GENTS TOILET
G-30
LIFT LOBBY
COFFEE SHOP
3d-Road 36.58 m
0.500
K
10 00 0
7300
G-32
K
CORRIDOR
G-74
Guest Lifts
STAIR 2 UP DN G-02
8
MAIN KITCHEN
RETAIL 07
BISTRO
G-73
G-71
G-26
HR TRAINING TEL.
FIRE ESCAPE ROUTE
G-12
G-14
G-13
7600
LOADING/UNLOADING
FROM 1st BASEMENT
FROM 1st BASEMENT
G-18
G-65
00
45
G-23
0
800
00
STAIR 3
50
G-03
UP SECURITY
RECEIVING
50
G-70
G-77
N
3120
500
DN
+0.500 FFL
+3.50 DMD
G-19
+3.50 DMD
80
Public Lifts MBN
6'
6"
7
8
9
10
11 ASPHALT EDGE LEVEL
m)
.1
28
N
SA'EED BIN BELAILA
14
00
0
MAIN CONTRACTOR
A-302
Y2
RD LVL. +3.29 M
13
14
ASPHALT EDGE LEVEL
15
ROAD 18.29 m
16
Perfect Measure in LEAD CONSULTANT
F&B Access
0
50-Road 18.29 m A1 SIZE
Vehicular Access
Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE, Tel: +971 4 2662225, Fax: +971 4 2662227, Email: info@conin.ae, www.conin.ae
66
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
PO Box: 42649, Dubai, UAE Tel: +971 4 4473448 Fax: +971 4 4473449 Quality Construction www.airolinkconstruction.com
Pedestrian Access
17
20
1
AIROLINK JOB NO. 1056
Banquet Entrance
AIROLINK BUILDING CONTRACTING L.L.C.
HK Access
PROJECT
A-201
Hotel Entrance
Service Entrance
GARBAGE COLLECTION BAY
56
NEIGHBOURING RESIDENTIAL BUILDING
Y1
DESCRIPTION
Mall Entrance
CLIENT
GATE LEVEL 01
5
FOR DM PRELIMINARY REVIEW
BY
B
00
4
59
(8.
50-Road 18.29 m
3
DATE
00
2
25/02/2016
REVISIONS AND ISSUES
t. 8f
G-25
+3.50 DMD
0 NO.
G-69
GENTS TOILET
G-24
(54.87 m) 180.02 ft.
PARKING ENTRY
PARKING EXIT
60
1
LADIES TOILET
M
JAN.
4180
+0.00 FFL
+3.50 DMD
2 1
G-20
GARBAGE ROOM
GATE LEVEL 02
Adjacent Plot Plot No. 1340821
G-22
LOADING / UNLOADING
(71.02 m) 233.01 ft.
A-301
4180 Room
2827
SERVICE ENTRANCE
3000
+3.59 DMD
COLD GARBAGE ROOM
Banquet Lifts
3
G-21
RECYCLABLE WASTE MANAGEMENT FACILITY
+0.500
00
5000
RAMP TO BASEMENT 01
3000
10 % SLOPE
SATELLITE KITCHEN
BOH LOBBY
STORE
500
To 1st BASEMENT
LOADING/UNLOADING BAY
0
RAMP TO BASEMENT 01
3000
77
M
725
50
10 % SLOPE
3000
3000
G-75
ASPHALT EDGE LEVEL
To 1st BASEMENT
4
A
8500
DN
F&B Lifts
5
L
SERVICES GARBAGE COLLECTION
G-06
A-301
SERVICE ROAD
SERVICES LOBBY
G-17
REF
A
VEG.PRE WASH UP STAIR 6
1500
G-56
6
G-15
2900
L
House keeping lifts
7
ELEC.
G-16
G-72
REF
G-76
SATELLITE KITCHEN
6
8000
G-68
00
FIRE ESCAPE ROUTE
Adjacent Parking Plot Plot No. 1340999
AL MAMZAR PARK HOTEL 2B + G + 14 + R Hotel, Banqueting and Retail DRAWING
A-103-GROUND FLOOR PLAN SHEET
SCALE
A1 PROJ. No.
CON-15297
1 : 250 DWG No.
A - 103
DRAWN
CHECKED
MM REVISION
00
AW DATE
25/02/2016
Circulation Diagrams - Access Strategy 73
1st Floor Plan
Guest Lifts House keeping lifts F&B Lifts Banquet Lifts Public Lifts Pedestrian Access Vehicular Access F&B Access HK Access
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Circulation Diagrams - Access Strategy 74 KEY PLAN
2
RO
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
PLOT
1
RO AD
AD
134.95°
LIMIT
.58
134.95°
PLOT
30 .48
36
m
m
48a-R oad 30.48 m
3d-Ro
3
ad m
m)
36.58
(63.60 208.6 6ft.
7 0
369.0
8
m)
OFF
(112.4
BANQU HALL DROPET
E:502099.964
N:2797602.239
ft.
PLOT
A-203
LIMIT
134.81° 134.80°
(8.59 m) 28.18 ft. 7
PLOT E:502100.022
N:2797593.647
LIMIT
2nd Floor Plan
50-Ro ad
18.29
RO AD
m
m
RO AD
30 .48
18 .29
(54.87 m)
m
180.0 2
ft. LIMIT
Ad Plo jac t No en t . 13 Pa rki 40 ng 99 Plo 9 t
PLOT 3 135.50°
E:501963.029
N:2797566.165
PLOT
(13.04 m) 42.78 ft. LIMIT 6
135.49° E:502061.354
PLOT
N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
50-Ro ad
13
14
15
16
17
SE
RV
IC
25.00
12"
E
MALL DROP OFF -
RO
AD
ft.
12'
1
11
233.0
10
m)
9
(71.02
8
m
7
18.29
6"
ft.
6'
7
5
225.0
4
m)
3
(68.60
2
1
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
5 PLOT
48.77
8000
8450
8000
a
7104
6276
8250
9.900
2929
2698
4145
7450
2801
7600
D
LIFT LOBBY
7300
CORRIDOR
CORRIDOR
POOL PUMP ROOM
E
E
20800
40050
SPECIALITY RESTAURANT 2F-24
19483
5188
5400
5400
7616
19953
27000
GYM 2F-25
27000
PRE-FUNCTION AREA 2F-69
9.900
18051
28678
14400
8253
H
5400
5400
9.900
J
BALL ROOM 2F-40 20250
5208
CORRIDOR
8000
8000
8000
8000
8450
8000
2
3
4
5
6'
6"
7
8000
8
REF
13350
2155 REF
7600
3835
6342 1671
A
8000
PLOT LIMIT N 2797554.724 8000 E 502061.353
9215
M
9.900
REF
REF
N 6871
7104
6276
10
11
Y1
Y2
13
14
Guest Lifts
REF.
B
8250
9002
PLOT LIMIT N 2797593.647 E 502100.022
A-302
9
A-301
5000
REF
L
28350
8695
REF
8000
2705
SATELLITE KITCHEN FOR BANQUET HALL 2F-22
126668
1
SERVICES SERVICES 2F-14 LOBBY GARBAGE 2F-12 COLLECTION 2F-13 2400 1735
4300
N 2797504.341 E 502011.301
PLOT LIMIT
SERVICE CORRIDOR
9843
SETBACK
9.900
3000
3000
SERVICE CORRIDOR
SETBACK
5000
3009
STAIR 3 2F-03
7500
2445 4455
15700
2850 ELEC. 2F-15
REF.
M N
1300 TEL. 2F-16
2005
STORE 2F-36
PREPARATION ROOM 2F-29
8250
1313
2005
15500
4108
1690
FIRE ESCAPE CORRIDOR
12177
17834
MEETING ROOM 04 2F-31
SATELLITE KITCHEN 2F-23
GENTS TOILET 2F-19 4538
1784 1708
K
REF.
STAIR 2 2F-02
DN
TOILET 2F-21 2000 LADIES TOILET 2F-20
REF.
2798
2910
LIFT LOBBY
3092 1772 2900
28775 9.900
7800
5398
9525
9725
7700
12875
1850
2825
6500
17473
15900
REF
10495
2250
MEETING OOM 05 2F-30
SPA GENTS 2F-28
6248
7600
9.900
8250
DN
PREPARATION ROOM
CONFERENCE CENTRE FOYER 2F-32
8050
3538
STAIR 6 2F-06
VESTIBULE 2F-39
CONFERENCE ROOM 01 2F-35
CORRIDOR
8050
3647
AV ROOM 2F-37
FIRE ESCAPE CORRIDOR
8000
11025
15665
2900
4298 STORE CLOAK ROOM 3852 2F-33 2F-34
REF.
A-301
2825
REF
L A
7300
7300
FOOD DISPLAY CONTER
K
4 A-204
H
ATRIUM GROUND FLOOR COFFEE LOUNGE BELOW
J
G
9.900
REF
74853
9.900
8253
F CORRIDOR
74853
F
2
N
F&B OUTLET 2F-27
STAIR 1 2F-01
DN
4176
7300
7550
1895 1840
LADIES TOILET 2F-17
SERVICE 2F-22
ARCHITECTURAL +0.00 LVL = +03.47 DMD
C
TEL. SERVICES 2F-11 2F-10 1300 2850
2002
4515
CLOAK ROOM STORE 2F-66 2F-56 4100 4050
LINEN SERVICES LOBBY 2F-08 2F-07 1750 SERVICES 2F-09
5900
GENTS TOILET 2F-18
8250
2600
ELEC. 2F-57 2600
1508
D. All dimensions to be verified on site and approved by the engineer.
PLOT LIMIT N 2797646.757 E 502054.544
8000
10050
BANQUET LIFT LOBBY
1750 4500
2155
CONFERENCE LOBBY
2850
16151
CONFERENCE ROOM 01 2F-49
STORE 2F-48
SPA (LADIES) 2F-67
DN
15100
AV ROOM 2F-47
FIRE ESCAPE CORRIDOR
8000
19665
22000
CONFERENCE FOYER 2F-55 14250
C
2891
8250 23600
15800
6185
1402
2600 7450
3946
LADIES TOILET 2F-43
7601
Do not scale from the drawings.
C. All dimensions are in millimetres and levels in metres unless noted otherwise.
B
ATRIUM BANQUET LOUNGE BELOW
7799 AV ROOM 2F-41
B.
10900
STAIR 4 2F-04
2600
8596
7600
30090
4145
CORRIDOR
SERVICE CORRIDOR
A. This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without the above consultant's authority.
5000
MEETING ROOM 03 2F-54
6995
MEETING ROOM 02 2F-53
5222
DISABLED TOILET 2F-44
MEETING ROOM 01 2F-52
FIRE ESCAPE CORRIDOR
STORAGE SPACE
12575
STORAGE 2F-42
GENERAL NOTES:
A 6138
2488
DN STAIR 5 2F-05
1950
4538
3408
2800
6138
B
A-202
m
9002
8350
7900
8832
2708
5000
5195
PLOT LIMIT
G
48
.77
6871
PLOT LIMIT
2305
D
Ro
ad
9215
RO
AD
eid
8000
N 2797646.617 E 502041.624
A
8587
E
uh
8000
PLOT LIMIT
N 2797553.123 E 501963.067
IC
lW
8000
N
8000
E:502011.302
N 2797566.166 E 501963.029
8000
N:2797504.341
RV
9-A
8000
LIMIT
SE
10
126668 7500
15
N 2797602.239 E 502099.964
PLOT LIMIT
House keeping lifts F&B Lifts Rev
Revision Description
Revision
REVISIONS AND ISSUES
Banquet Lifts
CLIENT TITLE:
SAEED MATAR SAEED BIN BELEILA
Public Lifts
MAIN CONTRACTOR:
16
17
AIROLINK BUILDING Pedestrian Access CONTRACTING L.L.C. PO Box: 42649, Dubai, UAE Tel: +971 4 4473448
Fax: +971 4 4473449 A I RMeasure OL Iin N K Construction Vehicular Access www.airolinkconstruction.com Perfect Quality
F&B Access
LEAD CONSULTANT
1
HK Access
Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE, Tel: +971 4 2662225, Fax: +971 4 2662227
A-201 PROJECT TITLE:
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AL MAMZAR PARK HOTEL DRAWING TITLE:
SECOND FLOOR PLAN SHEET:
A1
JOB NO.:
CON 15297
SCALE:
1 : 250
DRAWN:
MM
DRAWING NO.: REV.:
A-105
CHECKED:
AW DATE:
Circulation Diagrams - Access Strategy 75 KEY PLAN
2
RO
PLOT
1
E:502054.544
N:2797646.757
(12.92 m) 42.39 ft. LIMIT
E:502041.624
N:2797646.617
RO AD
AD
.58
134.95°
LIMIT
134.95°
PLOT
30 .48
36
m
m
48a-R oad 30.48 m
3d-Ro
3
ad m
m)
36.58
(63.60 208.6 6ft.
7 0
369.0
8
m)
OFF
(112.4
BANQU HALL DROPET
E:502099.964
N:2797602.239
ft.
PLOT
A-203
LIMIT
134.81° 134.80°
(8.59 m) 28.18 ft. 7
PLOT E:502100.022
N:2797593.647
LIMIT
4th Floor Plan
50-Ro ad
18.29
RO AD
m
m
RO AD
30 .48
18 .29
(54.87 m)
m
180.0 2
ft. LIMIT
Ad Plo jac t No en t . 13 Pa rki 40 ng 99 Plo 9 t
PLOT 3 135.50°
E:501963.029
N:2797566.165
PLOT
(13.04 m) 42.78 ft. LIMIT 6
135.49° E:502061.354
PLOT
N:2797554.724
4 E:501963.068
N:2797553.122
LIMIT
3.00
50-Ro ad
13
14
15
16
17
SE
RV
IC
25.00
12"
E
RO
AD
MALL DROP OFF -
ft.
12'
1
11
233.0
10
m)
9
(71.02
8
m
7
18.29
6"
ft.
6'
7
5
225.0
4
m)
3
(68.60
2
1
3.00
Ad Plo jac t No en t . 13 Plo t 40 82 1
E
SERVIC
ROAD 89.49°
5 PLOT
48.77
a
6276
8250
5700
8000
8000
8000
8000
8450
8000
4300
PLOT LIMIT N 2797554.724 E 502061.353
8000
8000
8000
9215
6871
2500 BED 4F-30 5150
4300
7104
4300
6276
4300
B A-302
4300
2
3
4
5
6'
6"
7
8
5000 7600 5400 5400 8000
4300
7600
A-301
BED 2 4F-28
1958
BATH 4F-29 14 22 BED 4F-29
82
Guest Lifts
N 2797602.239 E 502099.964
PLOT LIMIT
6 17
7
1141
8250
9002
M
50
PLOT LIMIT N 2797593.647 E 502100.022
126668
1
8000
4300 4300 4300 4300 4300 4300
2500
2000 2200
3126
2200 LIVING 4F-29
1700
3100
2000
5700
LIVING 4F-30
6100
1700
BED 4F-31
4300
1675
IRON IRON
1700
2500
2030
REF
2100 3650
2650
BAG
3350
2800
5700
5700
3000
SETBACK
3000
SETBACK
7500
2200 LIVING 4F-31
4300
N 2797504.341 E 502011.301
PLOT LIMIT
2000
3100
REF
3100
2800
5000
N
2200 GUESTROOM 4F-32
BAG
BATH 4F-31
BATH 4F-284 5 13 BATH 4F-29
L A
2025
86
2000
STAIR 3 4F-03
BATH 4F-30 2200 2000
BED 1 4F-28
3025
44
BATH 4F-32
BATH 4F-30
GARBAGE COLLECTION 4F-13
04
SETBACK FROM MAIN STREET
M
BATH 4F-31
4F-12
4550
32
91000
SERVICES SERVICES 4F-14 1750 LOBBY
1800
BATH 4F-34
LIVING 4F-28
1125
2936
2155
2200
REF
DRESS 4F-34
2000
BATH 4F-34
3835
2200
2800
1900
BATH 4F-28
K
5700
REF
3500
5700
4400
BATH 4F-34
2400
A-301
2200
2800
STAIRCASE TOP ROOF
2000
3100
A
2891
2725
ELEC. 2850 4F-15
BED 5160 4F-27
BED 4F-27
BATH 4F-28 3100
TEL. 1300 4F-16
LIVING 4F-34
REF
2800
BATH 4F-33
2800
2200
3100
2000 17.700
BED 1 4F-34
3100
5700
8000
L
STAIR 2 4F-02
4300
BED 2 4F-34
GUESTROOM 4F-33
1700
BAG
3340
3640
3170
4300
7300
2800 REF
REF
4300
2200
2800
TERRACE
7391
4300
2000 1700
2000 2200
J LIVING 4F-27 5700
2000
2200
2500
BAG
BAG BAG
IRON IRON
2500
LIVING 4F-26
G H
5700
BATH 4F-27 3100
2805
K
BED 4F-26
BATH 4F-26 3100
3100 BATH 4F-35
LIFT LOBBY
4 A-204
2800
BATH 4F-35
2000
4300
BALCONY
5700
IRON
1700 1700
4300
BALCONY
5400 7300
3340
3640
LIVING 4F-35
F
REF
3340
BED 4F-35
2070
J
3640
3340
BED 5160 4F-25
BATH 4F-25
BATH 4F-26
BATH 4F-36
BED 4F-36
A-202
3640
3640
2500
4300
BALCONY
BALLROOM ROOF
2
5160
3340
3100 BATH 4F-36
SWIMMING POOL BELOW
LIVING 4F-25 5700
REF
E
IRON
5700
2200
4300
BALCONY
8253
LIVING 4F-36
7300
BAG
2200 2000 2200
2800
REF
BAG
2000
2800
LIVING 4F-24
BATH 4F-25
CORRIDOR
2200
3100 BATH 4F-37
2000
4300 5700
D
5700
BATH 4F-24 3100
1800
BATH 4F-37
LIVING 4F-37
BED 4F-24
IRON
1700
5160
2800
3640
REF
17.700
74853
BATH 4F-24 3640
5160 BED 4F-23
REF
3340
BED 4F-37
2500
4300
BALCONY BALCONY
F
BAG
IRON
7300 5400
E
7600
BATH 4F-23 3640
CORRIDOR 4F-38
LIFT LOBBY
N
C
4300
TERRACE
H
2931
2364
2200
BAG
STAIR 1 4F-01
LIFT MACHINE ROOM TOP
D. All dimensions to be verified on site and approved by the engineer.
IRON
3835
1840
3340
6176
LIVING 4F-23
Do not scale from the drawings.
C. All dimensions are in millimetres and levels in metres unless noted otherwise.
ARCHITECTURAL +0.00 LVL = +03.47 DMD
5688
2800 REF
2500
4300
SERVICES 4F-09
SERVICES TEL. 4F-10 4F-11 1300 2850
PLOT LIMIT N 2797646.757 E 502054.544
4300
2100 1920
2100
4F-07 2400
2187 GUESTROOM 4F-19
5700
BED 1 4F-18 4300
3100
2000
5260
BATH 4F-23 3100
2500
4300
2000
LIVING 4F-18
BATH 4F-22 2540
LINEN SERVICES 4F-08 LOBBY 1750
IRON
17.700
1400
BATH 4F-19
ELEC. 4F-57 2600
2155
1200
3000
2800
1900
4400
5700
BED 2 4F-18
8000
3100
2800
3100
2800
REF
1800
2400
7600
2100
90
2000
BATH 4F-18
16
72
C
BATH 4F-18
TOILET 4F-18
BED 4F-22
14
CORRIDOR
B
41
70
8253
BATH 4F-22
BATH 4F-21
74853
2500
BAG
A. This drawing is the copyright of CONIN (Incorporated Consultants, Dubai) and must not be retained, copied or used without the above consultant's authority. B.
LIVING 4F-22
REF
5000
5160
2800
BATH 2200 4F-20 BATH 4F-21
BED 4F-21
IRON
3100
2188
A
2650
2000
GENERAL NOTES:
3017
1700
BAG
LIVING 4F-21
3340
2800
3340
BATH 4F-20
LIVING 4F-20
2000
REF
IRON
3100
1689
4300
5700
5700
5160
2500
4300
82
3100
BATH 4F-17
S H A F STAIR 4 T 4F-04
PLOT LIMIT
50
2900
PLOT LIMIT
UP
2200
REF
2000
UTILITY
17.700
4300
BED 4F-20
3640
GUESTROOM 4F-17
5700
5000
N 2797646.617 E 502041.624
71 71
STAIRCASE TOP
4300
Store 4F
m
9002
2000
7104
A-302
A
G
48
.77
6871
B
D
Ro
ad
9215
RO
AD
eid
8000
4300
B
E
uh
8000
PLOT LIMIT
N 2797553.123 E 501963.067
IC
lW
8000
1700
8000
2500
8450
1700
8000
N
8000
E:502011.302
N 2797566.166 E 501963.029
8000
N:2797504.341
RV
9-A
8000
LIMIT
SE
10
126668 7500
N
House keeping lifts F&B Lifts Rev
Revision Description
Revision
REVISIONS AND ISSUES
Banquet Lifts
CLIENT TITLE:
SAEED MATAR SAEED BIN BELEILA
Public Lifts
MAIN CONTRACTOR:
9
10
11
Y1
Y2
13
14
15
16
17
AIROLINK BUILDING Pedestrian Access CONTRACTING L.L.C. PO Box: 42649, Dubai, UAE Tel: +971 4 4473448
+971 4 4473449 A I R OL I NAccess K Fax: Vehicular www.airolinkconstruction.com Perfect Measure in Quality Construction
F&B Access
LEAD CONSULTANT
1
HK Access
Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE, Tel: +971 4 2662225, Fax: +971 4 2662227
A-201 PROJECT TITLE:
A1 SIZE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
AL MAMZAR PARK HOTEL DRAWING TITLE:
FOURTH FLOOR PLAN SHEET:
A1
JOB NO.:
SCALE:
1 : 250
DRAWN:
MM
DRAWING NO.: REV.:
CHECKED:
AW DATE:
76
Preliminary Space Allocation Programme Rev. 00
B. Food & Beverage Outlets and Related Support Areas
CON-15297-Al Mamzar Park Hotel, 2B+G+14+R, Al Mamzar, Dubai, UAE Preliminary Area Allocation Programme
1. Lobby Tea Lounge
Disclaimer: The following Preliminary Area Allocation Programme prepared by Incorporated Consultants CONIN is for informative purpose only and does not
Description
bind to any legal rights or obligations.
Net sq.m
Guestrooms and Suites Food & Beverage Outlets and Related Support Areas
17,327 2317.5
Event Facilities Lobby & Public Areas
2615 1185
Spa, Fitness & Recreational Facilities F.O.H / Administrative Offices B.O.H Support Services Employee Facilities Hotel managed Retail Facilities Parking Facilities Driveways and Ramps
2490 550 2810 1440 7200 15100 1356 Net Floor Area
37,935
50
Lounge Pantry / Dishwash / Storage
40
Support / Employee Toilets
15 Total GFA Lobby Tea Lounge
125
2. Bistro / Breakfast Café Description
Seats
Net sq.m 15
Entry Area / Host Station / Cloakroom Counter Bar
10
30
Dining Area / Indoor Seating
50
125
Private / Semi-Private Dining Rooms
15
37.5
Display Counters
25
Bistro Toilets (Use Lobby Toilets)
20
Chef's Computer Stations
80
Backup Kitchen / Dishwash / Storage
5
Support / Employee Toilets
Guidelines: This Preliminary Space Allocation program provides an area breakdown of the net square meters required for the project. It does not include:
367.5
3. All Day Dining Restaurant
Estimated Gross to Net Ratio = 1.4 The two different font styles used in this Preliminary Area Program differentiate the Front of House (FOH) Areas (regular Style) from the Back of House Areas (BOH) (Italic Style.
Description
Seats
Net sq.m
Entry Area / Host Station / Cloakroom
10
Counter Bar
Project Area Breakdown
30
Dining Area / Indoor Seating
140
350
Private / Semi-Private Dining Rooms
25
62.5
Open Kitchen & Display Counters
8
60
All Day Dining Restaurant Toilets (Use Lobby Toilets)
A. Guestrooms and Suites
50
Chef's Computer Stations
15
Room Service Pantry / Order Taker's Office
1. Guestrooms & Suites Description
No. of Floors
No. of
Total No. of
units/Floor
Units
Area per unit
Net sq.m
King Guestrooms
337
37
12,469
4
37
148
(Connecting) / Twin Guestrooms
-
Accessible Twin Guest rooms
46
74
Accessible 2 Bay Suites (1BR)
3,404 -
3 Bay Suites (2BR)
6
General Manager's Apartment 11
2
Total - Guestrooms and Suites
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
115
0
0
22
28
393
15
Satellite / Backup Kitchen / Dishwash / Storage
Accessible King Guest rooms
2 Bay Suites (1BR)
Guest Floor Service Areas
30
Total GFA Bistro/Breakfast Café
structure, vertical and horizontal exit routes, shafts, risers, wall thicknesses. The net to gross ratio is provided only as an estimate in Conin's judgement and shall require verification by a Hotel Operator.
3
20
Lounge Toilets (Use Lobby Toilets)
Description
2
Net sq.m 20
Dining Area / Indoor Seating
Project Area Summary
1
Seats Entry Area / Cloakroom
Support / Employee Toilets
-
17,327
30
Total GFA All Day Dining Restaurant
802.5
4. Speciality Restaurant Description
Seats
Net sq.m 10
Entry Area / Host Station / Cloakroom
30
Counter Bar
690 616
180
Dining Area / Indoor Seating
140
350
Private / Semi-Private Dining Rooms
25
62.5
Display Counters
8
60
Speciality Restaurant Toilets (Use Lobby Toilets)
50
Chef's Computer Stations
15
Backup Kitchen / Dishwash / Storage
15
Preliminary Space Allocation Programme 77
Satellite / Backup Kitchen / Dishwash / Storage Support / Employee Toilets Total GFA Speciality Restaurant
180
Meetings Breakout Coffee Bars and Display Kitchen
60
30
Conference / Banquet rooms Type A
190
Conference Rooms Type B
120
Board room Type A
80
Board room Type B
50
Board room Type C
35
802.5
4. Atrium Coffee Shop Description
Seats
Net sq.m
Meetings Area Toilets
60
Entry Area / Cloakroom
20
Back-up pantry / Dishwash / Storage
Dining Area / Indoor Seating
50
Furniture & Equipment Storeroom
50
Support / Employee Toilets / etc.
20
Lounge Toilets (Use Retail Shop Users' Toilets)
Lounge Pantry / Dishwash / Storage
40
Support / Employee Toilets
15
150
Total GFA Meeting Rooms and Business Center
1160
Total GFA Event Facilities / Meeting Rooms / Business Center
2615
125
Total GFA Atrium Coffee Shop
D. Lobby & Public Areas 5. Pool Bar Description
Seats
Net sq.m
1. Lobby & Public Areas
Entry Area / Cloakroom
10
Dining Area / Indoor Seating
30
Description
Net sq.m
Lobby Entry Zones and Air Lock Vestibules
70
Lobby Hall and Circulation
300
Lounge Toilets (Use Pool Facility Toilets)
Pantry / Dishwash / Storage
40
Lobby Reception and Queueing Area
90
Support / Employee Toilets
15
Lobby Seating and Encounter Area
60
Lobby Communications and Information Center
30
95
Retail Kiosk
60
2317.5
Concierge Desk
10
VIP Guest Relations Center
30
Guest Safety Deposit Box Room
10
Lobby Toilets
60
Total GFA Pool Bar Total GFA Food & Beverage Outlets and Related Support Areas C. Event Facilities / Meeting Rooms / Business Center 1. Ballroom (2nd Floor)
Lounge Toilets (shared with Lobby Lounge)
Description
Net sq.m
(Arrival Canopy & Auto Drop-Off Area)
Female Ablution Room
20
Female Prayer Room
60
wer Entry Foyer / Air Lock Vestibules / Events Elevator Lobby
160
Male Ablution Room
30
Upper Entry Foyer / Events Host Area / Cloakroom
100
Male Prayer Room
90
Ballroom Pre-Event / Bar area
180
Bellman Station
5
Ballroom (Divisible in to 3 sections)
600
Valet Parking Station
5
Ballroom Toilets
90
Lobby Retail Store
100
A-V Control & Equipment Room
15
Event Kitchen / Dishwash / Storage
200
Front Office & Work Area
25
Front Office Manager
10
Chef's Computer Stations
10
Guest Attention and Reservations Center
25
Support / Employee Toilets / Etc.
25
Concierge Storeroom
10
Furniture & Equipment Storeroom
75
Luggage Storeroom
60
Luggage Carts Stationing
10
Support / Employee Toilets / Etc.
15
Total GFA Ballroom (2nd Floor)
1455
2. Meeting Rooms and Business Center
Total GFA Lobby and Public Areas
Description
Net sq.m Business Center
50
ting Area and Business Center Reception / Registration / Cloakroom
25
Meetings Area Foyer
50
Meetings Common Breakout Areas
140
Meetings Breakout Lounge
80
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
1185 Total GFA Lobby & Public Areas
E. Spa, Fitness & Recreational Facilities 1. Spa
1185
Lobby Retail Store
100
Front Office & Work Area
25
Front Office Manager
10
Guest Attention and Reservations Center
25
Concierge Storeroom
10
Luggage Storeroom
60
Luggage Carts Stationing
10
Support / Employee Toilets / Etc.
15
Outdoor Swimming Pool / Jacuzzi / Deck Areas
500
Guest Toilet
10
Fitness Center Offices / Storeroom
20
Pool Storage / Towel Storeroom / Etc. MEP Equipment Room (Support Pools & Spa Facilities)
Preliminary Space Allocation Programme 7830
Total GFA Fitness Center
Total GFA Lobby & Public Areas
Access
20
1185
Shaded and Unshaded Loungers Deck
600
1. Spa Total No. of Units
Area per unit
Net sq.m
Upper ground floor Air locks, Arrival Hall and Lobby Reception Desk / Waiting & Consultation Area
40
Male Hair Salon
20
Female Hair Salon
30
Nail Bar
10 60
Relaxation Lounge Single Spa Treatment Suites
4
25
100
Double Spa Treatment Suites
2
45
90
Spa Offices & Reservation Center
30
Lounge Pantry / Glasswash / Storage
10
Clean Linen Storeroom
20
Soiled Linen Storeroom
10
Product Dispensary / Pantry / Preparation / General Storeroom
30
Employee Waiting Lounge / Foot Lockers / Toilets / Etc.
20
Total GFA Spa
470
2. Locker Facilities Description
Net sq.m
1185
Loungers and Furniture Storage
40
Shaded and Unshaded Seating Area
150
Drinks and Snacks Serving Station Clean TowelsShowers Storage Showers Pool Toilets Dirty Towels Storage Showers Pool Toilets Showers Boys/Male Lockers, Restrooms and Showers Infinity Leisure Pool and Circulation Pool Toilets Boys/Male Lockers, Restrooms and Showers Pool Toilets Girls/Female Showers Boys/Male Lockers, Restrooms and Pool Toilets Girls/Female Lockers, Restrooms and Showers Boys/Male Lockers, Restrooms and Showers Storeroom Girls/Female Lockers, Restrooms and Pool Toilets Boys/Male Lockers, Restrooms and Showers Showers Storeroom Girls/Female Restrooms and Showers Clean Towel Storeroom andLockers, Dispense Boys/Male Lockers, Restrooms and Showers Storeroom Girls/Female Restrooms and Showers Clean Towel Storeroom andLockers, Dispense Storeroom Dirty Towels Girls/Female Lockers, Restrooms and Showers Clean Towel Storeroom and Dispense Storeroom
15 10 15 10 20 10 20 10 50 600 20 10 50 20 50 10 20 50 50 30 20 50 50 30 50 15 50 30 50 15 30 10 50 15 30 10 15 35 30 10 15 35 10 40 15 35 10 40 35 10 40 35 40 350 35 40 350 40 350 350 350 Net sq.m 350 Net sq.m Net sq.m 10 10 Net sq.m 150 10 Net sq.m 150 10 40 Net sq.m 150 10 40 150 400 10 40 150 400 40 200 150 400 40 200 400 10 40 200 400 10 200 50 400 10 200 50 10 50 200 10 50 50 30 10 50 50 30 50 15 50 30 50 15 30 10 50 15 30 10 15 35 30 10 15 35 10 40 15 35 10 40 35 10 40 35 40 440 35 40 440 40 440 440 440 Net sq.m 440 Net sq.m Net sq.m 10 Net sq.m 10 60 Net sq.m 10 60 10 Net sq.m 30 60 10 30 60 20 10 30 60 20 30 5 60 20 30 5 20 200 30 5 20 200 5 100 20 200 5 100 200 20 5 100 200 20 100 10 200 20 100 10 20 50 100 10 20 50 10 50 20 10 50 50 30 10 50 50 30 50 15 50 30 50 15 30 5 50 15 30 5 15 20 30 5 15 20 5 25 15 20 5 25 20 5 25 20 25 350 20 25 350 2490 25 350 2490 350 2490 350 2490 350 2490 2490
E. Spa, Fitness & Recreational Facilities
Description
Net sq.m
Male Lockers with Toilets, Showers and Relaxation Areas
200
Male Pool Lockers with Toilets
25
Female Lockers with Toilets, Showers and Relaxation Areas
200
Female Pool Lockers with Toilets
25
Total GFA Locker Facilities
450
Dirty Towels Storeroom and Dispense Clean Towel Storeroom Pool Equipment Storage Storeroom Dirty Towels Storeroom Clean Towel Storeroom Pool Equipment Storageand Dispense Dirty Towels Storeroom MEP Room (Support Pools and Facilities) Clean Towel Storeroom and Dispense Pool Equipment Storage Dirty Equipment Towels Storeroom MEP Room (Support Pools and Facilities) Pool Equipment Storage Dirty Towels Storeroom MEP Equipment Room (Support Pools and Facilities) Pool Equipment Storage MEP Equipment Room Total (Support and Facilities) GFAPools Sundeck and Relaxation Pool Equipment Storage MEP Equipment Room (Support Pools and Facilities) Total GFA Sundeck and Relaxation
MEP Equipment Room Total (Support and Facilities) GFAPools Sundeck and Relaxation
Total GFA Sundeck and Relaxation Total GFA Sundeck and Relaxation Description Total GFA Sundeck and Relaxation Description Entry Description Entry Description Activities and Games Areas Entry Description Activities and Games Areas Entry Description Activities and GamesLibrary Areas Entry Library Activities andPool Games Areas Outdoor and Deck Entry Library Activities andPool Games Areas Outdoor and Deck Library Outdoor Playground Activities andPool Games Areas Outdoor and Deck Library Outdoor Playground Outdoor Pool andToilets Deck Library Outdoor Playground Outdoor Pool andToilets Deck Outdoorand Playground Boys/Male Lockers, Restrooms Showers Outdoor Pool andToilets Deck Outdoorand Playground Boys/Male Lockers, Restrooms Showers Toilets Girls/Female Showers Outdoorand Playground Boys/Male Lockers, Restrooms Toilets Girls/Female Boys/Male Lockers, Lockers, Restrooms Restrooms and and Showers Showers Storeroom Girls/Female Toilets Boys/Male Lockers, Lockers, Restrooms Restrooms and and Showers Showers Storeroom Girls/Female Restrooms and Showers Clean Towel Storeroom andLockers, Dispense Boys/Male Lockers, Restrooms and Showers Storeroom Girls/Female Lockers, Restrooms and Showers 5. Kids' Club 5. Kids' Club 5. Kids' Club 5. Kids' Club 5. Kids' Club 5. Kids' Club
Clean Towel Storeroom and Dispense Storeroom Dirty Towels Girls/Female Restrooms and Showers Clean Towel Storeroom andLockers, Dispense Storeroom Dirty Towels Storeroom and Dispense CleanEquipment Towel Storeroom Pool Storage Storeroom Dirty Towels Storeroom Clean Towel Storeroom and Dispense Pool Equipment Storage Dirty Towels Storeroom MEP Room (Support Pools and Facilities) CleanEquipment Towel Storeroom and Dispense Pool Storage Dirty Towels Storeroom MEP Equipment Room (Support Pools and Facilities) Pool Equipment Storage Dirty Towels Storeroom MEP Equipment Room (Support Pools and Facilities) Pool Equipment Storage MEP Equipment Room (Support PoolsTotal and Facilities) GFA Kids' Club Pool Equipment Room Storage MEP Equipment (Support Pools and Facilities) Total GFA Kids' Club
MEP Equipment Room (Support PoolsTotal and Facilities) GFA Kids' Club
3. Fitness Center Description
Net sq.m
Physical Assessment Room
10
Gymnasium
220
Exercise / Yoga Studio (2 studios)
100
Outdoor Swimming Pool / Jacuzzi / Deck Areas
500
Guest Toilet
10
Fitness Center Offices / Storeroom
20
Pool Storage / Towel Storeroom / Etc.
30
MEP Equipment Room (Support Pools & Spa Facilities)
40
Total GFA Fitness Center
430
4. Sundeck and Relaxation Description
Net sq.m Access
20
Shaded and Unshaded Loungers Deck
600
Loungers and Furniture Storage
40
Shaded and Unshaded Seating Area
150
Drinks and Snacks Serving Station
15
Clean Towels Storage
15
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Dirty Towels Storage Infinity Leisure Pool and Circulation Concept Design Report (Rev 01)
430
4. Sundeck and Relaxation Description
Total GFA Lobby and Public Areas
40
10 600
Total GFA Kids' Club Total GFA Kids' Club Description Total GFA Kids' Club Description Entry Description Description Play and Games Entry Area Description Play and Games Entry Area Sleep Entry Area Description Play and Games Sleep Entry Area Play and Games Area Babies' Sleep Entry Area Play and Games Area Babies' Sleep Sleep Area Babies' Changing Play and Games Babies' Sleep Area Sleep Area Babies' Changing Babies' Area Outdoor Children's PoolSleep and Deck Sleep Babies' Changing Area Babies' Area Outdoor Children's PoolSleep and Deck Babies' Changing Area Outdoor Playground Babies' Sleep Area Outdoor Children's Pool and Deck Babies' Changing Area Outdoor Playground Outdoor Children's Pool and Deck ChildrenToilets Babies' Changing Area Outdoor Playground Outdoor Children's Pool and Deck ChildrenToilets Outdoor Playground Adult Outdoor Children's PoolRestrooms and Deck ChildrenToilets Outdoor Playground Adult Restrooms ChildrenToilets Children Changing Rooms And Showers Outdoor Playground Adult Restrooms ChildrenToilets Children Changing Rooms And Showers Adult Restrooms AdultChildren LockersChanging ChangingRooms Cabins and Showers ChildrenToilets And Adult Restrooms AdultChildren LockersChanging ChangingRooms Cabins and Showers And Showers Storeroom Adult Restrooms AdultChildren LockersChanging ChangingRooms Cabins and Showers And Showers Storeroom Adult Lockers Changing Cabins and Showers Clean Towel Storeroom and Dispense Children Changing Rooms And Showers Storeroom Adult Lockers Changing Cabins and Showers Clean Towel Storeroom and Dispense Storeroom Dirty Towels Adult Lockers Changing Cabins and Showers Clean Towel Storeroom and Dispense Storeroom 6. Creche 6. Creche 6. Creche 6. Creche 6. Creche 6. Creche
Dirty Towels Storeroom and Dispense CleanEquipment Towel Storeroom Pool Storage Storeroom Dirty Towels Storeroom Clean Towel Storeroom Pool Equipment Storageand Dispense Dirty Towels Storeroom MEP Room (Support Pools and Facilities) Clean Towel Storeroom and Dispense Pool Equipment Storage Dirty Equipment Towels Storeroom MEP Room (Support Pools and Facilities) Pool Equipment Storage Dirty Towels Storeroom MEP Equipment Room (Support Pools and Facilities) Pool Equipment Storage MEP Equipment Room (Support Pools andTotal Facilities) GFA Creche Pool Equipment Storage MEP Equipment Room (Support Pools and Facilities) Total GFA Creche
Total GFA Spa, Fitness & Recreational Facilities MEP Equipment Room (Support Pools andTotal Facilities) GFA Creche Total GFA Spa, Fitness & Recreational Facilities Total GFA Creche Total GFA Spa, Fitness & Recreational Facilities Total GFA Creche Total GFA Spa, Fitness & Recreational Facilities Total GFA Creche Total GFA Spa, Fitness & Recreational Facilities Total GFA Spa, Fitness & Recreational Facilities
Preliminary Space Allocation Programme 79
2. Housekeeping Related Areas
F. Administrative Offices
Description
Net sq.m Hotel Laundry
240
Guest and Uniform Laundry
120
1. BOH & FOH Offices Description
Net sq.m
Housekeeping Areas
Executive Offices General Manager's Office
20
Office / Workstations
Executive Assistant Office
15
Maid's Briefing Area / Circulation
40
Executive Secretary
10
Clean Linen Storeroom
160
Boardroom (8 to 10 people)
35
Amenity Storeroom
20
Food & Beverage Department
60
Cleaning Equipment Storeroom
50
Marketing & Sales Department
120
40
Soiled Linen Sorting & Chute Room
30
Event Sales Department
60
Soiled Linen Storeroom
Accounting & Information Systems Department
90
Uniform Storeroom / Issue / Seamstress
100
Computer / PABX Equipment Room
80
Miscellaneous Equipment Storeroom
130
Office Toilets & Pantries
60
60
Total GFA Housekeeping Related Areas Total GFA BOH & FOH Offices
990
550 Total GFA Administrative Offices
550
3. Engineering Related Areas Description
G. B.O.H. Support Services
1200
Engineering Offices
80
Control Room / BMS Panels
60
1. F&B Related Areas Description
Net sq.m
MEP Plant & AHU Rooms (estimate)
Engineering Trade Shops
Net sq.m Truck Unloading Stalls
Tool Lockers / Handwash / Eyewash Sinks
15
Raised Receiving Dock
Mechanical
25
Driver's Toilets
5
Electrical
30
Flower Preparation / Cold Room / Storage
50
Paint / Paint Storeroom (special ventilation)
35
Trash / Garbage / Wash-up Area
60
Carpentry
40
Trash Loading Dock and Washup
40
Upholstery
25
Recycling Storeroom
40
Engineering Storeroom
90
Materials Management Office (adjacent to Dock area)
50
Furniture Storeroom
50
Upholstery & Fabric Storeroom
30
F&B Storerooms & Preparation Areas Dry Goods Storeroom
80
Beverage Storeroom
80
Pastry
60
Bakery
90
Meat Preparation Area
55
Poultry Preparation Area
40
Total GFA Engineering Related Areas
420
4. Security Related Areas Description
Net sq.m
Security Office
Fish Preparation Area
35
Control Room at Employee Entry
25
Vegetable Preparation Area
50
Lost and Found Room
10
Fruit Preparation Area
40
Surveillance Room / CCTV Panels / IT Rack Room
70
Dairy / General Cold Rooms / General Freezers
120
Security Manager's Office
15
Pot Wash
25
Emergency Equipment / Supplies Cage
10
Chefs' Office / Issue Office / Circulation
10
Hygiene Office
15
Stewarding Manager's Office
Total GFA B.O.H. Support Services
Operating Equipment Storeroom
140
General Storeroom
160
H. Employee Facilities
1270
1. Employee Facilities
Total GFA F&B Related Areas
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
130
Total GFA Security Related Areas
25
2810
4. Security Related Areas Description
Net sq.m
Security Office Control Room at Employee Entry
25
Lost and Found Room
10
Surveillance Room / CCTV Panels / IT Rack Room
70
Security Manager's Office
15
Emergency Equipment / Supplies Cage
10
Total GFA Security Related Areas
130 Total GFA B.O.H. Support Services
H. Employee Facilities Description
2810 Net sq.m
Human Resources Department
80
Learning and Facilities Development Department 1. Employee
150
Medical Center
25
Male Employee Lockers with Toilets, Showers, Grooming Areas, etc.
250
Female Employee Lockers with Toilets, Showers, Grooming Areas, etc.
200
External Male Employee Lockers and Restrooms
50
External Female Eployee Lockers and Restroooms
50
Male Employee Ablution Room
30
Male Employee Prayer Room
90
Female Employee Ablution Room
20
Female Employee Prayer Room
60
Employee Lounge / Concierge / Internet Kiosk
60
Employee Recreation Room / Gym
85
Vending & Merchandise Area
10
Employee Restaurant / Dining Room with hand-wash stations
200
Employee Restaurant Serving Line / Back-up Kitchen / Dishwash / Storage
80
Total GFA Employee Facilities
1440 Total GFA Employee Facilities
1440
I. Hotel Managed Retail Facilities 1. Retail Shops Description
Net sq.m 7200
Retail Area
_______End______
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Preliminary Space Allocation Programme 80
81
Space Relationships between facilities ENGINEERING WORKSHOP
TRAINING ROOM GARBAGE COMPACTOR
MEDICAL OFFICE
INTERVIEWS
SAFE EXTERNAL PEDESTRIAN ACCESS
MAINTENANCE STORES
HR OFFICE
STAFF ENTRY
TEAM RESTAURANT
LARGE VEHICLE ACCESS
TEAM KNOWLEDGE / LOUNGE
LOADING DOCK
RECEIVING OFFICE (security)
PURCHASING OFFICE (PREFERABLE)
SECURITY OFFICE (timekeeper)
STAFF VEHICLE ACCESS
TRUCK PARKING
CLINIC (FOOD SANITATION)
STAFF SERVICE CENTRE
STAFF PARKING
CHIEF ENGINEERS OFFICE
FLOWER SHOP
BAR SERVICE
DRY / LIQUOR STORE
DRIVERS REST ROOM
FOOD SORTING
UNIFORM ISSUE
TEAM LOCKER TOILETS
TEAM DORMITORY
male and female
FINISHING KITCHEN
PREPARATION KITCHEN
COLD STORE
BALLROOM
SERVICE LIFTS
SPECIALLITY RESTAURANT
ADDITIONAL ROOM SERVICE KITCHEN
ADDITIONAL
HOUSEKEEPING OFFICES
Relationship Diagram - Team members
RELATIONSHIP DIAGRAM - TEAM MEMBERS CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Relationship Diagram - Goods & Materials
1 of 6 2-Sep-10
X
RELATIONSHIP DIAGRAM - GOODS AND MATERIALS
2 of 6 2-Sep-10
X
Space Relationships between Facilities 82
BELL DESK
LUGGAGE STORE
MAID'S ROOM LINEN CHUTE
SERVICE LIFTS
SOILED LINEN
PORTE COCHERE
RECEPTION FRONT DESK
CONCIERGE
FRONT OFFICE
LAUNDRY VALET
CLEAN LINEN
HOUSE KEEPING
UNIFORM ISSUE
EXECUTIVE OFFICES (preferable)
GUEST SAFE F&B FUNCTIONS
Relationship Diagram - Reception Concierge
CLEANED LINEN HOLDING
Relationship Diagram - On Site Laundry & Housekeeping
POOL SPA
BALLROOM
SORTING
RELATIONSHIP DIAGRAM ON-SITE LAUNDRY& HOUSEKEEPING
OFF SITE LAUNDRY
LOADING DOCK
HOUSE KEEPING
RELATIONSHIP DIAGRAM - RECEPTION CONCIERGE MAID ROOM LINEN CHUTE
WASHING
VALET
3 of 6 2-Sep-10
X SOILED LINEN HOLDING
MAID ROOM LINEN CHUTE
HOUSE KEEPING
DRYING
UNIFORM ISSUE
EMERGENCY LAUNDRY VALET
IRONING / FOLDING
CLEAN LINEN
LINEN CHUTE ROOM
Relationship Diagram - Off Site Laundry
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
2-Sep-10
X
SOILED LINEN (chute room)
F&B OUTLETS
6 of 6
SORTING
Relationship Diagram - Laundry Operations
83
Landscape & Swimming Pool Details Landscape
Swimming Pool
Landscape will be located on the Podium. Soft Landscape is the use of vegetative material such as palms, trees, flowers and shrubs, to enhance and accentuate the beauty of the landscape.
Swimming pool will be located on the Podium. Swimming pool should be designed with underwater or overhead lighting or both to ensure all areas of the pool is well lit. the filter removes insoluble, suspended matter from the recirculated water The pool shall be equipped with suitable equipment for feeding disinfectants, coagulants and chemicals.
Hard landscaping consists of landscape features such as walkways, plazas and patios, which are constructed with hard raw materials such as timber, concrete and granite. Landscape lighting systems are provided to illuminate and enhance the beauty of the landscape in the night. A variety of lights can be used to accentuate trees and highlight features such as swimming pools, fountains, gazebos, patios, and plants.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
84
Materials Brief AL MAMZAR PARK HOTEL
BASEMENTS FINISHING SCHEDULE
LEGEND
Room Designation
Location
Floor
1
LIFT LOBBY
Basements
Marble / Granite Anatolia Beige, Nero Assoluto.
2
DRIVE WAY
Basements
Epoxy Paint On Concrete
3
PAVING AREAS
Basements
4
RAMPS
5
Skirting
Wall
Ceiling
Doors
Emulsion Paint On Skim Coat
Emulsion Paint On Gypsum Board Ceiling
N.A.
N.A.
Emulsion Acrylic Paint On Skim Coat
Emulsion Acrylic Paint On Concrete
N.A.
Epoxy Paint On Screed
N.A.
Emulsion Acrylic Paint On Skim Coat
Emulsion Acrylic Paint On Concrete
N.A.
Basements
Epoxy Paint Anti Slip On Concrete
N.A.
Emulsion Acrylic Paint On Skim Coat
Emulsion Acrylic Paint On Concrete
N.A.
STAIRCASE
Basements
Epoxy Paint Anti Slip On Concrete
Epoxy Paint 100mm
Emulsion Acrylic Paint On Skim Coat
Emulsion Acrylic Paint On Concrete
Hollow Metal Doors
6
SERVICES ROOMS
Basements
Epoxy Paint On Screed
Epoxy Paint 100mm
Emulsion Acrylic Paint On Skim Coat
Emulsion Acrylic Paint On Concrete
Hollow Metal doors
7
PARKING
Basements
Epoxy Paint On Concrete
Epoxy Paint 10 cm
Emulsion Acrylic Paint On Skim Coat
Emulsion Acrylic Paint On Concrete
Nero Assoluto 10 cm
Remarks
Area Includes Concrete Car Stoppers and Column Guards
AL MAMZAR PARK HOTEL
PODIUM FLOOR (SHOPS) FINISHING SCHEDULE
LEGEND
Room Designation
Location
Floor Marble Anatolia Beige with Salumy Borders
Skirting
Wall
Ceiling
Doors
Marble Anatolia Beige
Emulsion Paint On Gypsum Board Ceiling With Certain Limit Of Cove Light
N.A.
1
LIFT LOBBY . MAIN PUBLIC ENTRANCE
Podium - 1st Level
2
SERVICE CORIDORS
Podium - 1st Level Epoxy Paint On Screed
Epoxy Paint 100mm
Emulsion Paint on Skim Coat
60x60 Tiled mineral fibers
Hollow Metal Doors
3
RETAIL SERVICE ROOMS
Podium - 1st Level Epoxy Paint On Concrete
Epoxy Paint 100mm
Emulsion Paint on Block
Emulsion Paint on Concrete
Hollow Metal Doors
4
RETAIL PRAYER ROOMS
Podium - 1st Level Carpet+Underlay On Screed
1.0m marble/Emulsion Paint On Skim Coat
Emulsion Paint On Gypsum Board Ceiling
Timber Door
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Marble Nero Assoluto 25 cm
N.A
Remarks
Balustrade At Patio
Materials Brief 85
5
LOADING DOCKS
Podium - 1st Level Epoxy Paint On Concrete
6
MAIN CORRIDOR
Podium - 1st Level Carpet+Underlay (by others) On Screed
7
SERVICES ROOM
Podium - 1st Level Epoxy Paint On Concrete
8
TEL. ROOM
Podium - 1st Level Epoxy Paint On Concrete
9
STAIRCASE
Podium - 1st Level Paint Anti Slip On Concrete
10
SERVICE LIFT LOBBY & HOUSEKEEPING
Podium - 1st Level Vinyle Tiles On Screed
11
TOILET - GENTS
Podium - 1st Level Ceramic Tiles
12
TOILET - LADIES
Podium - 1st Level Ceramic Tiles
13
TEL. ROOM
Podium - 1st Level Epoxy Paint On Concrete
14
MECHANICAL ROOM
15
Epoxy Paint 100mm
Emulsion Acrylic Paint on Skim Coat
Emulsion Acrylic Paint on Skim Coat
Emulsion Paint On Skim Coat
Emulsion Paint On Gypsum Board Ceiling
Epoxy Paint 100mm
Emulsion Paint
Emulsion Paint On Conc.
Door Finish: Wood Veneer Frame Finish: Solid Wood
Epoxy Paint 100mm
Emulsion
Emulsion Paint On Conc.
Door Finish: Wood Veneer Frame Finish: Solid Wood
Emulsion Paint On Concrete
Door Finish: Wood Veneer Frame Finish: Solid Wood
Timber 60mm
Paint 100mm
Paint
Fenomastic Silk
Paint-Acrylic Emulsion On Skim Coat
N.A.
N.A.
Emulsion Paint On Skim Coat
Ceiling Tiles 600x600
Door Finish: Wood Veneer Frame Finish: Solid Wood
N.A.
Ceramic Tiles
Emulsion Acrylic Paint On Moisture Resistance Gypsum Board Ceiling
Hollow Metal
Vanity Unit : Avonite , Mirror : Belgium Glass Sanitary Fixtures : Ideal Standard ,Partition Cubicle : Compact Laminate(GIBCA)
N.A.
Ceramic Tiles
Emulsion Acrylic Paint On Moisture Resistance Gypsum Board Ceiling
Hollow Metal
Vanity Unit : Avonite , Mirror : Belgium Glass Sanitary Fixtures : Ideal Standard ,Partition Cubicle : Compact Laminate(GIBCA)
Epoxy Paint 100mm
Emulsion Paint On Skim Coat
Emulsion Paint On Concrete
Hollow Metal
Podium - 1st Level Epoxy Paint On Screed
Epoxy Paint 100mm
Emulsion Paint On Skim Coat
Emulsion Paint On Concrete
Hollow Metal
ELECTRICAL ROOM
Podium - 1st Level Epoxy Paint On Screed
Epoxy Paint 100mm
Emulsion Paint On Skim Coat
Emulsion Paint On Concrete
Hollow Metal
16
STORE ROOM
Podium - 1st Level Ceramic Tiles
Ceramic Tiles
60x60cm. Metal Tiles Ceiling.
Hollow Metal
17
STAIRCASE
Podium - 1st Level Paint Anti Slip On Concrete
Paint 100mm
Emulsion Paint On Skim Coat
Emulsion Paint On Concrete
Hollow Metal
18
TOILETS CORRIDOR
Podium - 1st Level Ceramic Tiles
Ceramic Tiles 100 h
Emulsion Paint On Skim Coat
Emulsion Paint On Gypsum Board Ceiling
19
GARBAGE ROOM
Podium - 1st Level Ceramic Tiles
N.A.
Ceramic Tiles
Emulsion Acrylic Paint On Skim Coat
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Vinyle Tiles 100mm
N.A.
N.A. Door Finish:Mahogany Veneer Frame Finish: Solid Mahogany Wood
Materials Brief 86
AL MAMZAR PARK HOTEL
PODIUM FLOOR (CONFERENCE & BANQUEST HALLS) FINISHING SCHEDULE
Hotel
1
Hotel Lift lobby/Foyer
Marble Anatolia Beige, Dark Empradora Podium - 2nd Level ,Juillo- sienna with limited water jet cutting
Marble Anatolia Beige
60%Wood Panels /40%Marble Anatolia Emulsion Paint On Gypsum Board Wood Veneer , Frame Finish: Solid Beige Ceiling With certain Limit Of Cove Light Wood
Wall Brackets , Chandeliers , Counters , Concierge , Bill Counters are F.F&E
2
Hotel Main Lobby/Public Area
60%Marble Anatolia Beige, Dark Empradora , Juillo- sienna/40%Carpet Podium - 2nd Level + Underlay (by others) On Screed with limited water jet cutting
Marble Anatolia Beige
Emulsion Paint On Gypsum Board 60%Wood Panels /40%Marble Anatolia Ceiling With certain Limits Of Cove Beige Light
Wood Veneer , Frame Finish: Solid Wood
Wall Brackets , Chandeliers , Counters , Concierge , Bill Counters are F.F&E
3
60%Marble/Granite Nero Convention centre Lobby/ Assoluto, Dark Empradora Podium - 2nd Level Lounges ,Carrara,Valensia/40%Carpet + Underlay (by others) On Screed
50%Wood Panels /50%Wall Paper(by others) On Skim Coat +Putty
Emulsion Paint On Gypsum Board Wood Veneer , Frame Finish: Solid Ceiling With certain Limit Of Cove Light Wood
Wall Brackets , Chandeliers , Counters , Concierge , Bill Counters are F.F&E
4
Porte Cochere (Rotunda)
Podium - 2nd Level Asphalt
Granite
Emulyion Acrylic Paint On partial Gypsum Board Ceiling With certain Limit Of Cove Light
Wall Brackets , Chandeliers , Counters , Concierge , Bill Counters are F.F&E
5
Ball Room
Podium - 2nd Level
6
Meeting Rooms
Podium - 2nd Level Carpet+Underlay (by others) On Screed
7
60%Marble/Granite Nero Assoluto, Dark Empradora Prefunction Area/Lounges Podium - 2nd Level ,Carrara,Valensia/40%Carpet + Underlay (by others) On Screed
8
VIP Suits Room
Podium - 2nd Level Carpet+Underlay (by others) On Screed
9
VIP Suits Entry
Podium - 2nd Level
10
VIP Suits/ Bathroom
Podium - 2nd Level
11
Hotel Prayer Rooms
Podium - 2nd Level Carpet+Underlay On Screed
12
Terrace
Podium - 2nd Level
13
Hotel Ablution
Podium - 2nd Level Marble Anatolia Beige
14
Hotel Public Toilets
Podium - 2nd Level
Carpet+Underlay (by others) On Screed with Marble Border 25 cm
Solid wood
N.A
Marble Dark Emprador
Timber 50mm
Glass Doors
50%Wall Paper(by others) On Skim Coat Emulsion Paint On Gypsum Board Wood Veneer , Frame Finish: Solid / 50% Wood Panels & Marble Dark Ceiling With certain Limit Of Cove Light Wood emprador
Wall Brackets , Chandeliers , Counters , Concierge , Bill Counters & movable partitions are F.F&E
70%Wall Paper(by others) On Skim Coat Emulsion Paint On Gypsum Board +Putty/30% Wood Panels Ceiling
Wood Veneer , Frame Finish: Solid Wood
Wall Brackets , Chandeliers , Counters , Concierge , Bill Counters & movable partitions are F.F&E
Wall Brackets , Chandeliers , Counters , Concierge , Bill Counters & movable partitions are F.F&E
Solid wood
50%Wood Panels /50%Wall Paper(by others) On Skim Coat +Putty
Emulsion Paint On Gypsum Board Wood Veneer , Frame Finish: Solid Ceiling With certain Limit Of Cove Light Wood
Timber 50mm (solid wood)
Wall Paper(by others) On Skim Coat Putty
Emulsion Paint On Gypsum Board Ceiling
Marble / Granite Anatolia Beige, Nero Assoluto
Timber 50mm
Wall Paper(by others) On Skim Coat Putty / Wood Panels(Veneer)
Emulsion Paint On Flat Gypsum Board Door Finish: Wood Veneer Frame Ceiling Finish: Solid Wood
Marble / Granite Anatolia Beige, Nero Assoluto
Nero Assoluto 10 cm
Marble Anatolia Beige
Emoltion Acrylic Paint On Moisture Resistance Gypsum Board Ceiling
Door Finish: Wood Veneer Frame Finish: Solid Wood
Emulsion Paint On Skim Coat
Emulsion Paint On Gypsum Board Ceiling
Door Finish: Wood Veneer Frame Finish: Solid Wood
N.A
As Per External Finish
As Per External Finish
N.A.
N.A.
Marble Anatolia Beige
Emulsion Paint (Fenomastic Gold) On Moisture Resistance Gypsum Board Ceiling
Door Finish: Wood, Frame Finish: Solid Wood
Nero Assoluto 10 cm
Marble Anatolia Beige
Emoltion Acrylic Paint On Moisture Resistance Gypsum Board Ceiling
Door Finish: Wood Veneer Frame Finish: Solid Wood
Marble Anatolia Beige, Dark Empradora ,Juillo- sienna
Marble / Granite Anatolia Beige, Nero Assoluto
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
1.0M Wood Panels
N.A.
Vanity Unit : Anatolia Beige, Mirrors : By others Sanitary Ware Ideal standard
Vanity Unit : Anatolia Beige , Mirrors : By others Sanitary Ware Ideal standard
Materials Brief 87
Ceramic Tiles Up to 2.0m Height/ Emoltion Acrylic Paint on Skim coat
60x60 Tiled mineral fibers
Hollow Metal Doors
Timber 50mm
Emulsion Paint On Skim Coat
60x60 Tiled mineral fibers
Hollow Metal Doors
Podium - 2nd Level Epoxy Paint On Concrete
Epoxy Paint 100mm
Emulsion Paint on Skim Coat
Emulsion Paint on Skim Coat
Hollow Metal Doors
BOH/Corridors
Podium - 2nd Level Epoxy Paint On Concrete
Epoxy Paint 100mm
Emulsion Paint on Skim Coat
60x60 Tiled mineral fibers
Hollow Metal Doors
19
BOH/Toilets/Changing Rooms
Podium - 2nd Level Ceramic Tiles
Ceramic Tiles Up to 2.0m Height/ Emoltion Acrylic Paint on Skim coat
60x60 Tiled mineral fibers
Hollow Metal Doors
20
Loading Docks
Podium - 2nd Level Epoxy Paint On Concrete
Epoxy Paint 100mm
Emulsion Paint on Skim Coat
Emulsion Paint on Skim Coat
21
Services/utility Rooms
Podium - 2nd Level Epoxy Paint On Concrete
Epoxy Paint 100mm
Emulsion Paint on Skim Coat
Emulsion Paint on Skim Coat
Hollow Metal Doors
22
Escape Stair Cases
Podium - 2nd Level Epoxy Paint Anti Slip On Concrete
Epoxy Paint 100 cm
Paint-Acrylic Emulsion On Skim Coat
Paint Acrylic Emulsion On Concrete
Hollow Metal Doors
15
BOH / Kitchens
Podium - 2nd Level Ceramic Tiles
N.A
16
BOH/Offices
Podium - 2nd Level Carpet+Underlay (by others) On Screed
17
BOH/Stores/Workshops
18
N.A
All Equipments , Hoods,Extract Fans, Hood Fire Protectionâ&#x20AC;Śetc. are excluded
Sanitary ware (TYFORD) ,Vanity Tops Corien
N.A.
AL MAMZAR PARK HOTEL
TOWER ( GUESTROOM ) FINISHING SCHEDULE
LEGEND
Room Designation
Location
Floor
Skirting
Wall
Ceiling
Doors
1
LIFT LOBBY
TYP.
Marble / Granite Anatolia Beige, Nero Assoluto
Wood 60 mm
Wood Panels
Emulsion Paint On Gypsum Board Ceiling With certain Limit Of Cove Light
N.A.
2
MAIN CORRIDOR
TYP.
Carpet+Underlay (by others) On Screed
Wood 60 mm
Wall Paper(by others) On Skim Coat / Wood Panels around room door
Emulsion Paint On Gypsum Board Ceiling
N.A.
3
TEL. ROOM
TYP.
Epoxy Paint On Concrete
Epoxy Paint 100mm
Emulsion Paint On Skim Coat
Emulsion Paint On Concrete
Door Finish: Wood Veneer Frame Finish: Solid Wood
4
STAIRCASE
TYP.
Paint Anti Slip On Concrete
Epoxy Paint 100mm
Emulsion Paint On Skim Coat
Emulsion Paint On Concrete
Wood / Veneer
5
SERVICE LIFT LOBBY & HOUSEKEEPING
TYP.
Vinyle Tiles On Screed
Vinyle Tiles 100mm
Emulsion Paint On Skim Coat
60x60 Tiled mineral fibers
Door Finish: Wood Veneer Frame Finish: Solid Wood
6
SERVICES ROOM
TYP.
Epoxy Paint On Concrete
Epoxy Paint 100mm
Emulsion Paint On Skim Coat
7
ROOM/SUITE ENTRANCE LOBBY
TYP.
Marble / Granite Anatolia Beige, Nero Assoluto
Wood 50mm
Wall Paper(by others) On Skim Coat+Putty / Wood Panels
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Emulsion Paint On Concrete Emulsion Acrylic Paint On Gypsum Board (Danogips)
Door Finish: Wood Veneer Frame Finish: Solid Wood Door Finish: Wood Veneer Frame Finish: Solid Wood
Remarks
Limited Water jet on floors
Materials Brief 88
8
SUITE BED ROOMS
TYP.
Carpet+Underlay (by others) On Screed
9
SUITE BATH ROOMS
TYP.
Marble / Granite Anatolia Beige, Nero Assoluto
10
PRESIDENTIAL SUITE KITCHEN
TYP.
Anatolia Beige Marble
11
PRESIDENTIAL SUITE BED ROOM
TYP.
Carpet+Underlay (by others) On Screed
12
PRESIDENTIAL SUITE BATH ROOM
TYP.
Marble Anatolia Beige, Nero Assoluto
13
PRESIDENTIAL SUITE LIVING/SITTING ROOM
TYP.
25%Marble / Granite Anatolia Beige, Nero Assoluto / 75% Carpet (by others) On Screed
Marble 160mm
14
PRESIDENTIAL SUITE LIFT LOBBY
TYP.
Marble / Granite Anatolia Beige, Nero Assoluto
Wood 60 mm
15
PRESIDENTIAL SUITE MAIN CORRIDOR
TYP.
25%Marble / Granite Anatolia Beige, Nero Assoluto / 75% Carpet (by others) On Screed
Marble 160mm
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Timber 50mm (solid wood)
Nero Assoluto 10 cm
N.A.
Marble 160mm
N.A.
Wall Paper(by others) On Skim Coat+Putty
Emulsion Paint On Skim Coat+Cornice +Gypsum Bulkhead Only At Faรงade Side
Marble Anatolia Beige
Emulsion Acrylic Paint On Moisture Resistance Gypsum Board Ceiling
Marble Anatolia Beige 1.05m height/ Wall Covering by others on skim coat +putty
Emulsion Paint On Moisture Resistance Door Finish: Mahogany Veneer Gypsum Board Ceiling Frame Finish: Solid Wood
Wall Paper(by others) On Skim Coat+Putty
Emulsion Paint On Skim Coat+Gypsum Door Finish: Mahogany Veneer Cornice Frame Finish: Solid Wood
Marble Anatolia Beige, Nero Assoluto
Emulsion Paint On Moisture Resistance Door Finish: Wood/Glass Frame Finish: Vanity Unit : Anatolia Beige Mirror : By Others Gypsum Board Ceiling Solid Wood Sanitary Fixtures : Ideal Standard
Wall Paper(by others) On Skim Coat+Putty / Wood Panels(Veneer)
Emulsion Paint On Skim Coat+Gypsum Door Finish: Mahogany Veneer Cornice +Gypsum Bulkhead Only At Frame Finish: Solid Wood Faรงade Side
Wood Panels
Emulsion Paint On Gypsum Board Ceiling With certain Limit Of Cove Light
Wood Panels / Wall Paper(by others) On Emulsion Paint On Gypsum Board Skim Coat+Putty Ceiling
N.A. Door Finish: Wood/Glass Frame Finish: Vanity Unit : Anatolia Beige Mirror : By Others Solid Wood Sanitary Fixtures : Ideal Standard
N.A. Door Finish: Mahogany Veneer Frame Finish: Solid Wood
Kitchen Cabinet :Solid Wood(doors) ,Work Top : Granite
Limited Water jet on floors
89
Vertical Transportation Study - VTS Report 1 - Executive Summary The Traffic Study is done for Hotel Guest Lifts only. The traffic pattern considered is for two way peak traffic period i.e. 50% incoming & 50% outgoing traffic. Assumptions 1. Only Passenger Lifts are considered for the traffic study and no service lifts are considered. 2. Population of hotel rooms is calculated based on CIBSE standard. Guest Room = 1 person, 1BR = 1.5 persons, 2BR = 3 persons, 3BR = 4 persons. 3. It is assumed that below mentioned common facilities will be used only by building residents, which means no separate population is added for these facilities like Spa, Swimming Pool, Lounge, All Day Dining. 4. 199 Parking bays have been considered at basement levels B2,B1 allotted for Hotel guests. 1 persons per parking bay is considered. Only 50% persons were considered entering the hotel from basement level & remaining persons enter the main lobby through valet parking. 5. 216 seats have been considered for Restaurants (all day dining - Level 1) and about 20% vacancy factor have been considered. 6. Critical parameters considered - Capacity: 1350 Kg, Speed : 2.5 mps, Door width : 1000mm (center opening), Max car filling : 80%. 7. Two types of analysis has been done. Analysis 1 with Conventional control system & Analysis 2 with PORT Technology (Destination Control System)Residential Tower / Hotel (G+15) - with a setback of 91m (300ft) from the edge of the main road till the edge of the plot.
The result shows almost same performance for both Conventional Control System and PORT Technology in terms of Handling Capacity, Waiting Time and Destination Time. But however PORT Technology comes with additional benefits such as Energy saving (eco-mode), Individualization, VIP access, etc.
2 - Standards and Recommendations Every analysis covers a full range of traffic intensities, reporting handling capacity HC5 and average waiting time WT as main criteria. As a general guideline, Schindler defines a rating in the range of 0.0 (worst) to 6.0 (best) based on these criteria. Recommended ratings are 3.0 or higher:
3 - Details 3.1 Analysis 1 - Conventional Control System 3.1.1 Building and Population Number of Floors: 16 Building Population: 427
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Vertical Transportation Study - VTS Report 90
3.1.2 Elevators
3.1.3 Two-Way Hotel
Control: Conventional
3.1.3.1 Traffic Definition Population served by elevators: 427
3.1.3.2 Performance
Average Waiting Time (WT)
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Average Destination Time (DT)
Vertical Transportation Study - VTS Report 91
3.2.2 Elevators Control: The PORT Technology
Average Waiting Time (WT)
3.2 Analysis 2 - PORT Technology 3.2.1 Building and Population Number of Floors: 16 Building Population: 427
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Average Destination Time (DT)
Vertical Transportation Study - VTS Report 92
3.2.3 Two-Way Hotel 3.2.3.1 Traffic Definition Population served by elevators: 427
Average Waiting Time (WT)
3.2.3.2 Performance
Average Waiting Time (WT)
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Average Destination Time (DT)
Average Destination Time (DT)
93
Fire, Life And Safety Executive Summary The Authority Having Jurisdiction (AHJ) for this project has been considered to be Dubai Civil Defence (DCD) throughout this report unless otherwise stated. This fire strategy report outlines the minimum requirements of the applicable building codes, with regard to fire safety provisions within a building. It is intended for submission to DCD along with the fire policy drawings for discussions and fire strategy approval of the design. The fire strategy has been based primarily on the prescriptive provisions of the following codes and standards: • UAE Fire and Life Safety Code of Practice 2011 (UAE Fire Code) • NFPA 5000 Building Construction and Safety Code (2012 Edition) • NFPA 101 Life Safety Code (2012 Edition) • Referenced NFPA Standards (Latest Editions) A summary of the fire strategy approach for this development is outlined within Table 1. No. 1
2
3
4
5 6
Fire Safety Measure
Performance Standard
The development shall be provided throughout with an apSprinkler System proved, electrically supervised automatic sprinkler system in accordance with NFPA 13 and Chapter 9 of the UAE Fire Code. The development shall be provided with a fire alarm system inSmoke Detection and stalled, tested and maintained in accordance with the NFPA 72. Building Occupant Warn- The fire alarm system shall be interfaced with an emergency ing System voice alarm communication system connected to the emergency power supply (11.8.3 of NFPA 101). A private fire hydrant system shall be provided where a public hydrant network is not available. The requirements for private Fire hydrants fire hydrant system shall be as per Section 5.4 of this fire and life safety strategy report. A Class III standpipe system shall be provided in accordance with UAE Fire Code Chapter 9, Section 4.2 and NFPA 14, which Standpipe and Hose Reels comprises of 25mm fire hose reel and 65mm diameter landing valve. A smoke control system within the Atrium shall be validated usSmoke Control within Ating CFD for compliance with NFPA 101, section 8.6.7 and NFPA rium 92. Portable fire extinguishers shall be provided throughout in acPortable Fire Extinguishers cordance with NFPA 10. Table 1 – Fire strategy summary
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
7 8
The entire development is required to be provided with emerEmergency Lighting and gency lighting and exit signage designed in accordance with Exit Signage NFPA 101 and Chapters 5 and 6 of the UAE Fire Code. Perimeter Vehicular Access Perimeter Vehicular Access shall be provided to a minimum of 1/6 of the building perimeter of the hotel building. for Fire Brigade Vehicles Table 1 – Fire strategy summary
The fire strategy has been developed on the information available at this stage. Any change in above information to suit future re-organization or planning will require further assessment to confirm compliance with the intent of the design objectives and a subsequent revision of this report may be required.
1 - Introduction General The Fire, Life and Safety report for the Al Mamzar Park Hotel, Al Mamzar, Dubai is prepared as part of the Concept Design Report for Stage I. Authority Having Jurisdiction The Authority Having Jurisdiction (AHJ) is an organization, office, or individual responsible for enforcing the requirements of a code or standard, or for approving equipment, materials, an installation, or procedure. For the proposed development Dubai Civil Defense (DCD) has been considered as the AHJ throughout this report. Design Basis The building shall be designed as a prescriptive based design following the Code Requirements detailed within Section 3.2. Any areas of the building which do not comply with the Code Requirements have been detailed within this report. These needs to be rectified or alternatively a performance based design agreed to DCD is pursued to demonstrate an adequate level of fire safety is provided. Purpose of the Report This fire strategy report outlines the minimum requirements of the applicable building codes, with regard to fire safety provisions within a building. The applicable building codes generally have the following key fire safety objectives: • protecting building occupants • facilitating the activities of emergency services personnel • preventing the spread of fire between buildings DCD normally require the main consultant to submit a Fire Strategy Report accompanied by Fire Policy Drawings for approval prior to commencement of building construction.
Fire, Life and Safety 94
This document guides the design team for all fire safety related issues throughout the design process. However, it is vital that the requirements of the approved fire strategy and fire policy drawings are implemented during construction and verified by an approved DCD fire consultant. The approved fire strategy and fire policy drawings shall be provided to the appointed contractor to understand and ultimately construct the building in accordance with the approved fire and life safety design. The approved fire strategy report and fire policy drawings will be important at handover and final inspection of the building by the AHJ. Building management will also need to understand, implement and maintain the fire safety measures approved by the AHJ throughout the life of the building. The importance of the fire strategy report and fire policy drawings cannot be overstated. Definitions A number of technical terms are utilized throughout this document. The definitions of these terms are detailed within Appendix A – Definitions. All terms which are defined within Appendix A – Definitions are marked with an asterisk (*) within the report.
example, large scale arson and multiple ignition sources can potentially overwhelm some fire safety systems. Strategies such as security, housekeeping and other management procedures may be more effective than additional fire protection in addressing arson events. • This document is prepared in good faith with due care for information purposes only, and should not be relied upon as providing any warranty or guarantee that ignition of a fire will not occur. • This report does not review the design of the fire safety systems proposed for the development. It is recommended that this design is reviewed by an approved fire consultant for submission to the AHJ for approval.
2 - Introduction Site Location The proposed development will be constructed on Plot 1340985 located in Al Mamzar, Dubai as illustrated in Figure 1.
Information Sources The following information has been considered in the preparation of this report: Drawings prepared by Incorporated Consultants CONIN as detailed within Appendix B – Drawing List. Assumptions • The scope of this document is to consider the relevant regulatory requirements, codes and standards applicable to this development. This fire strategy describes the fire safety objectives, outlines the fire protection measures, and presents the most appropriate fire strategy in order to provide an adequate level of fire and life safety. • This document does not provide any advice relating to accessibility or features to enable use by people with a disability. • This document serves to provide a fire strategy report for submission to AHJ for their review and approval. • This report has been developed and recommendations provided on the information made available by the design team to us. No liability is accepted on the accuracy of the information provided to us. • Any change in the information listed within Section 1.6 to suit future re-organization or planning will require further assessment to confirm compliance with the intent of the design objectives and a potential revision of this report may be required. • This report does not provide guidance in respect of areas, which are used for, processing of flammable liquids, explosive materials, multiple fire ignitions or sabotage of existing fire safety systems. • This report does not specifically consider property damage such as building and contents damage caused by fire, potential increased insurance liability and loss of business continuity. • Conventional building design can only provide limited protection against malicious attack; for
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Figure 1: Site Overview
Fire, Life and Safety 95
Development Description
NFPA 13 “Standard for the Installation of Sprinkler Systems” NFPA 14 “Standard for the Installation of Standpipe and Hose Reel Systems” NFPA 20 “Standard for the Installation of Stationary Pumps for Fire Protection” NFPA 24 “Standard for the Installation of Private Fire Service Mains and Their Appurtenances”
The proposed development will be located in Al Mamzar, Dubai, UAE and will comprise of 2B+G+13+R. The basement levels shall be used predominantly for car parking and circulation with few ancillary storage areas and building service areas such generator rooms, plant rooms, fire pump rooms and fire water reserve as well as BOH services and facilities. At Ground level there will be hotel offices and retail outlets as well as a large open plan circulation space containing the hotel reception and seating. On the 1st floor level there is currently retail shops and an all-day dining restaurant with back of house areas and circulation space. On level 2, there are ballrooms, business center, Spa Facilities and Gymnasium with services for each. Levels 3 to 13 will predominantly be used for guest rooms. At 3rd floor there is a proposed leisure facility including a swimming pool, pool bar and outdoor dining spaces. The height of the building measured from the lowest level of fire service access i.e. Ground floor to the highest habitable floor i.e. 13th floor is more than 23m and this classifies the proposed building as a high rise building in accordance with Clause 6 Section XIII of the UAE Fire and Life Safety Code of Practice – 2011. As a consequence the proposed building shall require to comply with the high rise provisions of NFPA 5000 Building Construction and Safety Code – 2012 and UAE Fire and Life Safety Code of Practice – 2011.
NFPA 72 “National Fire Alarm and Signaling Code”
NFPA 92 “Standard for Smoke Control Systems”
Standard
Local Regulations and Applicable Codes DCD require all new developments to comply with the prescriptive requirements of the following codes: • UAE Fire and Life Safety Code of Practice (2011 Edition); • NFPA 5000 “Building Construction and Safety Code” (2012 Edition); and • NFPA 101 “Life Safety Code” (2012 Edition) Codes and Standards The Codes* and Standards utilized within this report are outlined within Table 2. Document Document Number “Title” type
Code
Standard
Year of Report Publication Reference
NFPA 5000 “Building Construction and Safety Code”
2012
NFPA 5000
NFPA 101 “Life Safety Code”
2012
NFPA 101
UAE Fire and Life Safety Code of Practice
2011
UAE Fire Code
NFPA 1 “Fire Code”
2012
NFPA 1
NFPA 10 “Standard for Portable Fire Extinguisher’s”
2013
NFPA 10
Table 2 – Codes and Standards List
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
NFPA 13
2013
NFPA 14
2013
NFPA 20
2013
NFPA 24
2013
NFPA 72
NFPA90A “Standard for the Installation of Air-Conditioning and 2006 Ventilating Systems” NFPA 90B “Standard for the Installation of Warm Air Heating 2012 and Air-Conditioning Systems”
3 - Design Criteria Authority Having Jurisdiction DCD has been considered as the AHJ* throughout this report.
2013
NFPA 96 “Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations” NFPA 110 “Standard for Emergency and Standby Power Systems” NFPA 241 “Standard for Safeguarding Construction, Alteration, and Demolition Operations” NFPA 253 “Standard Method of Test for Critical Radiant Flux or Floor Covering Systems Using a Radiant Heat Energy Source” NFPA 255 “Standard of Test of Surface Burning Characteristics of Building Materials” NFPA 285 “Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components” ASTM E 84 “Standard of Test of Surface Burning Characteristics of Building Materials” ASTM E 648 “Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source” ASTM E2307 “Standard Test Method for Determining Fire Resistance of Perimeter Fire Barrier Systems Using Intermediate-Scale, Multi-story Test Apparatus” ASTM E2393 “Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers”
2012
NFPA 92
2012
NFPA 96
2013
NFPA 110
2013
NFPA 241
2011
NFPA 253
2006
NFPA 255
2012
NFPA 285
2010
ASTM E 84
2010
ASTM E 648
2010
ASTM E 2307
2010
ASTME 2393
Fire, Life and Safety 96
Client Requirements There are no specific requirements by the client to consider property damage such as building and contents damage caused by fire, potential increased insurance liability and loss of business continuity at this time.
4 - Building and Occupancy Classification Occupancy Classification Structures, or part of structures, are classified with respect to occupancy into 1 or more groups, or subgroups, in accordance with UAE Fire and Life Safety Code of Practice - 2011.
Occupancy Design Approach Where the building is occupied for two or more uses not included in the same occupancy, the building, or portion thereof shall comply with the requirements of Mixed or Separated Occupancies. Multiple Occupancy Multiple occupancy is where the occupancies are intermingled. Each portion of the building shall be classified as to its use in accordance within Table 3. The building shall comply with the requirements of the most restrictive. The most restrictive, applicable, high-rise building provisions and fire protection system requirements shall apply to all portions of the building.
Separated Separated occupancies are where different occupancies are separated via fire resistant construction. Where these exist, the occupancies must be separated via fire resistant construction, as detailed in NFPA 101 Section 6.1.14.4.2, 6.1.14.4.3, table 6.1.14.4.1(a) and 6.1.14.4.1(b). In accordance with NFPA 101 Section 6.1.14.4.2, the fire resistance rating can be reduced by 1 hour, where sprinkler protection is provided, however fire resistance rating cannot be reduced to less than 1 hour. Different occupancies within this development must be separated, in accordance with Table 4.
Occupancy
Assembly < 300 persons Assembly < 300 to 1000 Assembly > 1000 Hotel Mercantile
Assembly â&#x2030;¤300 persons
Assembly > 300 Assembly > Hotel Mercantile Storage, persons to â&#x2030;¤ 1,000 persons Low 1,000 persons Hazard 0
0
2
2
2
0
2
2
2
2
2
2
2
2 2
Table 4: Occupancy Separation
Incidental use In accordance with NFPA 101, Section 6.1.14.13, where incidental to another occupancy, areas used as mercantile, business, and industrial or storage, are permitted to be considered part of the predominant occupancy and are subject to the provisions of the Code. Residential Occupancies Residential occupancies are treated as divided into the following categories within NFPA 5000 as follows: 1. One-and two-family dwellings (Chapter 22) 2. Lodging or rooming houses (Chapter 23) 3. Hotels, motels, and dormitories (Chapter 24) 4. Apartment Buildings (Chapter 25) The occupancy calculation for the hotel blocks shall be based on Chapter 24 of NFPA 5000 for Hotels, Motels and dormitories.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Fire, Life and Safety 97
Low, Mid or High Rise A high-rise building is defined in NFPA 5000 Section 3.3.69.10 as follows: “A building where the floor area of an occupiable story is greater than 23 m above the lowest level of fire department vehicle access” A midrise building is defined in the UAE Fire Code as follows: “The occupancies or multiple and Mixed occupancies, facilities, buildings and structures having occupiable or usable floors between 15 meters to 23 meters from the lowest grade or lowest level of Fire Service Access into that occupancy.” The proposed building has the habitable height of more than 23m from the lowest grade or lowest level of Fire service access and thus classified as a High rise building. Retail Occupancies NFPA 5000 Building Construction and Safety Code – 2012 classifies mercantile occupancies into Class A, B or C as follows; 1. Class A – mercantile occupancies having an aggregate gross area of more than 2,800m2 or occupying more than three stories for sales purposes. 2. Class B: • All mercantile occupancies of more than 280m2 but less than 2,800m2 aggregate gross area occupying not more than three stories for sales purposes. • All mercantile occupancies of not more than 280m2 gross area and occupying two or three stories for sales purposes. 3. Class C – All mercantile occupancies of not more than 280m2 gross area used for sales purposes occupying one story only. All the retail shops located at ground floor within the proposed building are classified as Class C mercantile occupancies as the gross floor area of each retail shop is less than 280m2 and consist of ground floor only. Hazards of Contents Considering the nature of the occupancies and the likelihood of contents that would burn with moderate rapidity with a considerable volume of smoke, most occupancies within the development have been classified as Ordinary Hazard* in accordance with NFPA except for areas like kitchens and plant rooms.
5 - Fire Service Provisions Fire Department Access Road The UAE Fire Code requires the following provisions to be satisfied for fire service access road: • A fire department access road shall extend to within 15 m of at least one exterior door that can be opened from the outside of the building and which provides access to the interior of the building,
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
a fire-fighting lift and associated staircases. • A fire department access road shall extend to within a maximum parking distance of Civil Defence Vehicle from breeching inlet 18 m. • A fire department access road shall have a maximum road grade of the Civil Defence Vehicle Access of 10%. Grades shall be not less than 0.5 per cent in order to prevent pooling of water. • A suitable access pathway shall also be provided to enable fire-fighters to inspect all elevations of a building during or after a fire. A suitable pathway could be a paved or gravel path. Any such pathway should be a minimum of 1 m wide and Plants, Bushes, Walls or other features should not impede such pathway. • Fire Service access roads shall be provided such that any portion of the building or any portion of an exterior wall of the first story of the building is located not more than 60 m from fire department access roads as measured by an approved route around the exterior of the building or facility. This is based on an approved automatic sprinkler system being installed throughout the buildings in accordance with NFPA 13. • More than one access fire department access road shall be provided when it is determined by AHJ that access by a single road could be impaired by vehicle congestion, condition of terrain, climatic conditions, or other factors that could limit access. • Fire Department access roads shall have a minimum unobstructed width of not less than 6.1 m. • Fire Department access roads shall have an unobstructed vertical clearance of not less than 4.5 m. • Access gates are at least 4 m in width. • Vertical clearance or width shall be increased when vertical clearances or widths are not adequate to accommodate fire apparatus. • Public roads can serve as Fire Department access provided the location of such public roads is in compliance with the fire engine access requirements. • Access way and fire engine access road shall be kept clear of obstructions and other parts of the building, plants, trees or other fixtures shall not obstruct the path between the access way and access openings. • Fire access road shall be identified with sign at entry to emergency access with at least 500 mm words “Fire Engine Access – Keep Clear”. • Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface. High Reach appliances are typically heavier than normal pumping appliances and require a Road base design to accommodate 41,000 kg any Fire Department access roads that are on elevated parts of structures forming part of the access route (for example podiums, above underground portions of the building / car parks, bridges, etc.,) should be designed to accommodate a minimum full 81000 kg capacity. Fire appliance weights mentioned should be verified with Civil Defence to account for any changes to vehicles or the introduction of new vehicles. • Dead-end fire department access roads shall be a maximum of 45 m in length. A dead-end road in excess of this distance shall be provided with an approved turning facility.
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Building Perimeter Access The extent of fire service access to the perimeter of a building is based on the occupancy classification of the building and the corresponding floor area or volume. The extent of fire truck access for non-industrial and non-storage occupancies (with sprinklers) is shown within Table 5. Sprinklers
Yes
Floor area of the building Minimum
Minimum area of accessible perimeter 1/6 perimeter (min 15 m) 4,000 meter sq. to 8,000 meter sq. ¼ perimeter > 8,000 meter sq. to 16,000 meter sq. ½ perimeter > 16,000 meter sq. to 32,000 meter sq. ¾ perimeter > 32,000 meter sq. Whole perimeter Table 5: Extent of fire truck access for non-industrial and non-storage occupancies (with sprinklers)
The gross floor area of the largest floor above grade level is calculated less than 8000m2 and this required ¼ of the perimeter of the building to be accessible by fire service. The present provisions for fire truck access are in compliance with this requirement.
Turning Radius The inside turning radius shall be a minimum of 7 m and outside turning radius shall be 12 m in accordance with UAE Fire Code (2011) as depicted in Figure 2. An approved hammerhead, cul-de-sac, or dead-end hammerhead turnaround must be provided for all dead end fire access roads in excess of 45 m in length. Figure 2 highlights the various recognized alternatives for turning around the appliance roundabouts, tee turnarounds etc. In the case of roundabouts the internal turning is of less concern provided the external turning radius meets the minimum requirements as shown within Figure 3.
Figure 2 – Turning facility for fire truck
Figure 3 – U-turn facility for fire truck
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
UAE Fire Code requires the corners to be of a different color in order to be easily distinguishable from the access road. NFPA 5000 requires the turning radius of a fire department access road to be approved by the AHJ. Turns in fire department access roads shall maintain the minimum road width of 6 m. Fire Hydrant System A private fire hydrant system is required by AHJ where a public fire hydrant network is not available. The private fire hydrant system shall be in accordance with UAE Fire Code 2011, NFPA 1 and NFPA 24. The spacing between the fire hydrants shall be a maximum of the following: • 120 m for residential and commercial occupancies. Minimum flow rate for each private fire hydrant shall be 500 gallons per minute (1900 LPM) (250 GPM/ OUTLET, 950 LPM/OUTLET). Two numbers of private fire hydrants shall be considered for hydraulic demand calculations, which is a total flow requirement of 1000 GPM (3800 LPM). The minimum residual pressure required for private fire hydrants is 6.9 bars in accordance with the UAE Fire Code (2011 Edition). Fire pump capacity shall be calculated based on UAE Fire Code (2011) and NFPA 13, NFPA 14 and NFPA 24. Fire water reserve tank capacity is calculated according to pump capacity to ensure 60 minutes minimum duration for sprinklers and 120 minutes for fire hydrants. Emergency Command Centre 15.7.1 Chapter 2 of the UAE Fire and Life Safety Code of Practice – 2011 requires an emergency command centre for all the buildings in excess of 23m. The emergency command Centre shall be located at a location directly accessible from outside by fire department or if provided within the building shall be directly accessible from the principal main entrance of the building. The Emergency command centre shall be large enough to accommodate all equipment, with a minimum free working space of 8.9m2 with no dimension lesser than 2440m as required by 15.7.2 Chapter 2 of the UAE Fire and Life Safety Code of practice – 2011. The following provisions shall be included in the ECC as per section 11.8.6 of NFPA 101 and Section 15.7 of the UAE Fire and Life Safety Code of practice – 2011. 1. Emergency voice alarm communication system panels and controls; 2. Controls (remote manual start-stop switch) and visual indication of the operational status for: • Smoke control system (atrium smoke extract) • Car park mechanical ventilation and smoke clearance systems; • Corridor smoke control system; • Exit stair pressurization; 3. Public address system 4. Fire department 2 way telephone communication service panels and other controls, in accordance with NFPA 101; 5. Fire detection and fire alarm system annunciation panel;
Fire, Life and Safety 99
6. Monitoring and display of all lifts;
6 - Building Construction and Separation
• Floor location of each lift car; • Direction of travel of each lift car; • Status of each lift car with respect to whether it is occupied; • Status of normal power to lift equipment, lift controller cooling equipment, and lift machine room ventilation and cooling equipment; • Status of standby or emergency power system that provides backup power to the lift equipment lift controller cooling equipment, and lift machine room ventilation and cooling equipment; • Activation of any fire alarm – initiating device in any lift lobby, elevator machine room or machine space, or elevator lift; • Means to override normal lift operation and to initiate manual recall; • Continuous monitoring fire service access lift
Structural Fire Resistance
7. Sprinkler valve and water flow detector display panels; 8. Status indicators and controls for air-handling system; 9. Emergency and standby power status indicators; 10. Generator supervision devices and manual start and transfer features; 11. Controls for any automatic stairway door unlocking system; 12. Fire pump status indicators; 13. Schematic building plans indicating typical floor plans and detailing the building core means of egress, fire protection systems, fire-fighting equipment and fire department access; 14. Telephone for fire department use with controlled access to the public telephone system; 15. Work table; 16. Emergency plans must be provided in accordance with NFPA 101 Section 4.8.2 The emergency command centre shall be provided with emergency power for all equipment and light, mechanically ventilated (shall not shut down in the event of fire) and separated from the remainder of the building by 1 hour fire resistance rated construction.
Table 7.4.1 of NFPA 5000 specifies the type of construction required within buildings based on the occupancy classification, fire suppression method, building height and number of stories. The criterion for classifying the type of construction is presented within Table 6. Predominant Area of Occupancy Largest Above Type Ground Fire Compartment (m2) Residential 7,343 (Hotel)
Max. Allowable Maximum Actual Height Fire CompartAllowable Number of Buildment Area (m2) Number of of Storeys ing (m) Storeys Unlimited
12
6
31.165
Table 6 – Construction Type
Based on the use of the buildings, their height and the sprinkler protection being provided throughout, the elements of structure according to Table 7.4.1 of NFPA 5000 shall be protected to construction types as shown in Table 6 The fire rating for load-bearing and non-loadbearing elements of structure are outlined within Table 7. Element
Type (22)
Exterior Bearing Walls Supporting more than one floor, columns, or other bearing walls
2
Breeching Inlet
Supporting one floor only
2
The breeching inlet shall be provided in accordance with Clause 5.9 of NFPA 24 and shall be appropriately signposted. The location of the breeching inlet shall be within 18 m from the fire engine hardstand. The connection shall be kept clear of furniture, decorations etc. which may prevent the easy identification and access to the inlet be kept clear of furniture, decorations etc. which may prevent the easy identification and access to the inlet. The connection shall be designated by a sign, as follows: The sign shall have raised or engraved letters at least 25.4 mm in height on a plate or fitting.
Supporting a roof only
1
The sign shall indicate the service for which the connection is intended and shall read, as follows: WATER/SPRINKLER/STANDPIPE
Columns
A sign at the inlet shall indicate the pressure required to deliver the greatest system demand DCD shall be able to park a fire appliance within 18 m of the breeching inlet.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Type of Construction as per NFPA 5000 Type II (222)
Interior Bearing Walls Supporting more than one floor, columns, or other bearing walls
2
Supporting one floor only
2
Supporting a roof only
1
Supporting more than one floor, columns, or other bearing walls
2 Table 7 – Structural Fire Resistance
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Fire Compartmentalisation
Supporting one floor only
2
Supporting a roof only
1
The minimum fire separation required to separate different areas of a building are listed within Table 9.
2
Area
2
Floors* Electrical Rooms Emergency Lighting Battery Room Stairs and elevators lift shafts ≤ 3 floors > 3 floors Linen chute ≤ 3 floors > 3 floors Fire Pump Room Recyclable Storage Rooms Computer Room Laundries Maintenance Shops Trash Rooms Between Guest Rooms Between Corridors and Guest Rooms Emergency Command Center Generator Rooms Store Rooms greater than 9.3 sq.m. Technical Rooms Kitchen Transformer Rooms HV/MV Rooms
Beams, Girders, Trusses and Arches Supporting more than one floor columns, or other bearing walls Supporting one floor only Supporting roofs only
1
Floor / Ceiling Assemblies
2
Roof / Ceiling Assemblies
1
Interior non-bearing Walls
0
Exterior non-bearing Walls
0 Table 7 – Structural Fire Resistance
External Wall Construction The external walls of the building shall be at least 6 m from any adjacent building or 3 m from the plot boundary, otherwise the external walls shall be fire rated as detailed within Table 8. Element
Horizontal Separation (m) 0 to 1.5
More than 1.5 to 3
More than 3 to 9
More than 9
Assembly, educational, day care, health care, ambulatory health care, detention and correctional, residential, residential board and care, business, industrial, and low hazard storage
1
1
0
0
Mercantile and industrial and storage occupancies with ordinary hazards
2
1
0
0
Industrial and storage occupancies with high hazards
3
2
1
0
Minimum fire Rating Required (UAE Fire Code Requirements) with sprinkler protection [Hours] 2* 2 (where fire sprinkler protection is not provided) 1 1 2 1 2 2 1 2 1 1 1 1 1 1 2 1 2 1 2 2 Table 9 – Minimum fire rating (hours)
Table 8 – Fire rating for exterior walls
The horizontal separation shall be measured at a 90 degree angle to the exterior wall and shall be measured to the imaginary line drawn between the exterior walls of the adjacent buildings where there is no known plot boundary.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
* Every floor shall be constructed as a compartment floor, i.e. vertical openings shall be fire protected unless classified as convenience openings.
Kitchen Food preparation facilities shall be protected in accordance with NFPA 96 and shall have openings protected between food preparation areas and dining areas.
Fire, Life and Safety 101
Penetrations Where fire barriers are installed within the development, to meet the requirements of the Code and/ or the AHJ, these shall be constructed of fire resistant material. All penetrations systems shall be tested in accordance with ASTM E814 ‘Standard Test Method for Fire Tests of Through-Penetration Fire Stops’, under a minimum positive pressure differential of 2.5Pa water column between the exposed and the unexposed surface of test assembly. Installation of penetrations shall be verified on-site in accordance with ASTM E2174 ‘Standard Practice for On-Site Inspection of Installed Fire Stops’ by an Independent Inspection Agency* (IIA). Joints Joints shall comply with NFPA 5000 Section 8.9 requirements. Joints shall be tested in accordance with ASTM E1966 Standard Test Method for Fire Resistance Joint systems or ANSI/UL 2079 ‘Standard for Tests for Fire Resistance of Building Joint Systems’ and ASTM E 1399 ‘Cyclic Movement and Measuring the Minimum and Maximum Joint Widths of Architectural Joint Systems’. All joints shall be tested at their maximum joint width. Installation of joints shall be verified on-site in accordance with ASTM E 2393 ‘Standard Practice for On-Site Inspection of Installed Fire Resistive Joint System and Perimeter Fire Barriers’ by an Independent Inspection Agency* (IIA). Tenant Separation Each tenant space at ground floor shall be separated from other tenant space by partitions having a fire resistance rating of not less than 1 hour. The partition shall extend to the underside of the ceiling. Fire Barriers The fire resistance rating for fire barriers as required by Table 8.7.2 of NFPA 5000 and the UAE Fire Code shall be as per Table 10. Component Elevator Hoist way Vertical Shafts HC fire walls and fire walls Fire Barriers
Horizontal Exits
Wall and Partitions (in hours) 2 1 2 1 4 3 2 4 3 2 1 2
Fire Door Assemblies (in hours) 1½ 1 1½ 1 2 3 1½ 3 3 1½ 1 1½
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Fire Window Assemblies (in hours) Windows not allowed
Exit Access Corridors Exit Passageways Smoke Barriers Smoke Partitions
1 1½ ½ ½
¾ ½ ¾ ½
Table 10 – Minimum fire resistance ratings for openings in fire resistant assemblies
Fire doors shall be self-closing or automatically closing. All fire door assemblies and fire window assemblies shall bear an approved label from international and local approved test laboratories. Fire door assemblies and fire windows shall be installed in accordance with NFPA 80 and the both the door leaf and frame must be labelled. Interior Finish Table 1.12 of the UAE Fire Code categorizes interior finishes for buildings dependent on occupancy classifications as shown within Table 11 Occupancy Assembly > 300 Occupant Load
Interior Finish Wall & Ceiling
Exits A
Exit Access A or B
Other Spaces A or B
Floor
I or II
I or II
No Requirement
Assembly ≤ 300 Occupant Load
Wall & Ceiling
A
A or B
A, B or C
I or II
I or II
No Requirement
Hotels & Dormitories
Wall & Ceiling
A
A or B
A, B or C
Floor
I or II
I or II
No Requirement
Wall & Ceiling
A or B
A or B
A or B
Floor
I or II
No Requirement
No Requirement
Wall & Ceiling
A or B
A or B
A, B or C
Floor
I or II
No Requirement
No Requirement
Wall & Ceiling
A or B
A, B or C
A, B or C
Floor
I or II
I or II
No Requirement
Wall & Ceiling
A or B
A, B or C
A, B or C
Floor
I or II
No Requirement
No Requirement
Mercantile
Business
Windows not allowed Industrial Windows not allowed Windows not allowed Windows not allowed Windows not allowed ¾ Windows not allowed
1 2 1 ½
Storage
Floor
Table 11 – Interior finish dependent on occupancy classification
Interior wall or ceiling finish that is required to be Class A, Class B or Class C shall be classified based on results from NFPA 255 or ASTM E 84.
Fire, Life and Safety 102
The requirements of interior wall and ceiling finish dependent on Class are summarized as follows: • Class A – Flame spread 0-25 and smoke development 0-450; • Class B – Flame spread 26-75 and smoke development 0-450; and • Class C – Flame spread 76-200 and smoke development 0.450. Where an approved automatic sprinkler system is provided, interior wall and ceiling finish with a flame spread rating not exceeding Class C is permitted to be used in any location where a Class B is required and with a rating of Class B in any location where Class A is required. Interior floor finishes shall be classified in accordance with the above criteria for Class I and Class II, based on test results from NFPA 253 or ASTM E 648. The requirements for floor finish are summarized as follows: • Class I - Class I interior floor finish shall have a critical radiant flux of not less than 0.45 W/ cm2, as determined by the test described below. • Class II - Class II interior floor finish shall have a critical radiant flux of not less than 0.22 W/ cm2, but less than 0.45 W/cm2, as determined by the test described below. Where an approved automatic sprinkler system is provided, Class II interior floor finish is permitted to be used in any location where a Class I is required and no critical radiant flux rating is required where Class II is required.
7 - Means of Egress General The means of egress shall comply with the requirements of Chapter 3 of UAE Fire Code and Chapter 7 of NFPA 101 (Chapter 11 of NFPA 5000) including relevant occupancy chapters within NFPA 101 and NFPA 5000. Occupant Load The calculated occupant load for this building has been based on the occupant load factors nominated in Table 11.3.1.2 of NFPA 5000. The occupant load factors are generally expressed via two measurements, namely net* and gross* floor area. The occupant load factors are nominated within Table 12. Use Assembly
Occupant Load Factor (m2 per person)
Concentrated use, without fixed seating Less concentrated use, without fixed seating Kitchens Library stack areas Library reading rooms Swimming pools Swimming pool decks
0.65 net 1.4 net 9.3 9.3 4.6 net 4.6 (water surface) 2.8
Exercise rooms with equipment Exercise rooms without equipment Lighting and access catwalks, galleries, gridirons Residential Use Hotels and dormitories Mercantile Use Sales area on street floor Sales area on two or more street floors Sales area on floor below street floor Sales area on floors above street floor Storage, receiving, and shipping, and not open to general public Business Use Industrial Use General and high hazard industrial Special purpose industrial Storage Use In mercantile occupancies In other than mercantile occupancies Enclosed Car Parking
4.6 1.4 9.3 net 18.6 2.8 3.7 2.8 5.6 27.9 9.3 9.3 Maximum probable number of occupants at any time (9.3 within UAE Fire Code) 27.9 46.5 (27.9 within UAE Fire Code) 46.5 (27.9 within UAE Fire Code) Table 12 – Occupant Load Factor
Means of Egress Components Door Width The width of the storey egress routes shall be based on 5 mm per person (7.6 mm per person for stairs and ramps) and are to be at least 915 mm (as per UAE Fire Code) wide for occupant load of less than 50 people. Where a pair of doors is provided, not less than one of the doors shall provide not less than 915 mm in accordance with the UAE Fire Code. The method for measuring the clear width of doors is shown within Figure 4.
Exit access doors serving a room not exceeding 6.5 m2 in area and not required to be accessible to persons with severe mobility impairments shall not be less than 610 mm in door leaf width.
Figure 4 – Clear width measurement
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Fire, Life and Safety 103
Panic Hardware Doors serving high hazard contents areas with occupant loads in excess of 5 persons shall be permitted to be protected with a latch or lock, only if the latch or lock is panic hardware or fire exit hardware complying with Section 7.2.1.7 of NFPA 101. Doors serving in a required means of egress, within assembly occupancy from an area having an occupant load of 100 or more persons, shall be permitted with a latch or lock only if the latch or lock is panic hardware, complying with Section 7.2.1.7 of NFPA 101. Where a door assembly is required to be equipped with panic or fire exit hardware, such hardware shall meet the following criteria: 1. It shall consist of a cross bar or a push pad, the actuating portion of which extends across not less than one half of the width of the door leaf. 2. It shall be mounted not less than 865 mm and not more than 1220 mm above the floor. 3. It shall be constructed so that a horizontal force not to exceed 66 N actuates the cross bar or the bush pad and latches.
Maximum riser height Minimum riser height Minimum tread depth Minimum headroom Maximum height between landing Maximum tread and landing slope
180 mm 100 mm 280 mm 2030 mm 3660 mm 21 mm (1 in 48) Table 13 – Stair Width
The minimum stair width should be clear of all obstructions except projections not more than 114 mm at or below handrail height on each side of the stair (Section 7.2.2.2.1.2 of NFPA 101). The final exit door at the point of discharge from a stair shall open outwards in the direction of egress. The minimum required unobstructed clearance with door leaf encroaching onto the landing is shown within Figure 5.
Self-Closing Doors All doors which are located within walls constructed of fire resistant material shall be provided with self-closing devices. Self-closing devices shall comply with the requirements of NFPA 101 Section 7.2.1.8. Doors shall swing in the direction of egress, when serving an occupant load of 50 persons or more. Corridor Width The clear width of any corridor or passageways serving an occupant load of 50 or more shall not be less than 1200 mm based on UAE Fire Code (2011 Edition). Egress width shall not narrow in the direction of egress travel. Door Locking Arrangement Locks, if provided shall not require the use of a key, a tool, or special knowledge or effort to operate from the egress side. Where locks are provided, the key shall be designed not to be removable when the door leaf is locked from the egress side. Stair Width The width of stairs shall be in accordance with Table 3.2 (Chapter 3) of the UAE Fire Code as shown within Table 13. Item
Requirements
Minimum unobstructed width for less than 2000 1200 mm (UAE Fire Code) people Minimum unobstructed width for more than 2000 1420 mm people
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Figure 5 – Minimum required unobstructed clearance with door leaf encroaching onto the landing
Handrail Requirements (UAE Fire and Life Safety Code of practice – 2011) • The following requirements shall be satisfied for all handrails located along the means of egress: • Stairs and ramps shall have handrails on both sides. • Handrails shall be provided within 760 mm of all portions of the required egress width. • Required guards and handrails shall continue for the full length of each flight of stairs. At turns inside handrails shall be continuous between flights at landings. • Handrails on stairs shall be not less than 865 mm, and not more than 965 mm, above the surface of the tread, measured vertically to the top of the rail from the leading edge of the tread. • The height of required handrails that form part of a guard shall be permitted to exceed 965 mm, but shall not exceed 1065 mm, measured vertically to the top of the rail from the leading edge of the tread. • Additional handrails that are lower or higher than the main handrail shall be permitted. • Handrails shall be installed to provide a clearance of not less than 57 mm between the handrail and the wall to which it is fastened. • Circular cross section with an outside diameter of not less than 32 mm and not more than 51 mm.
Fire, Life and Safety 104
• Handrails should be designed so they can be grasped firmly with a comfortable grip and so the hand can be slid along the rail without encountering obstructions. The profile of the rail should comfortably match the hand grips. Handrails shall be continually graspable along their entire length. • Brackets or balustrades attached to the bottom surface of the handrail shall not be considered to be obstructions to grasp ability, provided that both of the following criteria are met: i. They do not project horizontally beyond the sides of the handrail within 38 mm of the bottom of the handrail and provided that, for each additional 13 mm of handrail perimeter dimension greater than 100 mm, the vertical clearance dimension of 38 mm is reduced by 3.2 mm. ii. They have edges with a radius of not more than 0.25 mm. • Handrails that are not continuous between flights shall extend horizontally, not less than 305 mm beyond the top riser and continue to slope for the depth of 1 read beyond the bottom riser. Stairs shall be provided, where required, with balustrades designed such that sphere of 100 mm in diameter is not able to pass through any opening up to a height of 865 mm. The above requirements are shown graphically within Figure 6 to Figure 9.
Guards The following requirements shall be satisfied for all guards located along the means of egress: • Guards shall be provided at the open sides of means of egress that exceed 760 mm above the floor or grade below. Means of egress components that might require protection with guards include stairs, landings, balconies, corridors, passageways, floor or roof openings, ramps, aisles, porches and mezzanines. • The height of guards required shall be measured vertically to the top of the guard from the surface adjacent there to and shall be not less than 1065 mm high and shall be provided with an intermediate there to and shall be not less than 1065 mm high and shall be provided with an intermediate handrail such that a sphere of 100 mm diameter shall not pass through the opening. The triangular openings formed by the riser, tread and bottom element of a guardrail at the open stair shall be sized that a sphere of 150 mm diameter shall not pass through this area. Ramps Where ramps are provided, for means of egress these shall comply with the requirements of Section 7.2.5 of NFPA 101 and Chapter 3, Section 4.3 of the UAE Fire Code. Ramps shall be designed in accordance with the requirements detailed in Table 14. Feature
Dimensional Criteria
Minimum unobstructed width Maximum projections at or below handrail height on each side Maximum slope Maximum cross slope Maximum rise of a single ramp run Maximum slope of a landing Minimum width of landing in the direction of travel
1,200 mm (UAE Fire Code) 114 mm 1 in 12 1 in 48 760 mm 1 in 48 1,220 mm Table 14 – Ramp requirements
Figure 6 – Handrail Locations
Figure 7 – Elevation view of Handrails
Where the rise of the ramp is less than 150 mm then the ramp is not required to have handrails. Where the walking surface has a slope which does not exceed 1 in 20 than it shall not be classified as a ramp and therefore is not required to have handrails installed. Number of Exits The number of exits required by the UAE Fire Code is based upon the number of occupants expected to occupy a room or storey, as outlined within Table 15. Number of Occupants
Figure 8 – Handrail measurements (UAE Fire Code)
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Figure 9 – Handrail measurements (UAE Fire Code)
Min. Number of Exits
Stories used exclusively for mechanical equipment, furnaces or boilers < 500 500 – 1,000 > 1,000
2 2 3 4
Table 15 – Minimum Number of Exits
Fire, Life and Safety 105
Where more than 1 exit is required to serve a portion of a building, these exits must be remotely located from each other to minimize the potential that a single fire incident could compromise multiple means of egress. The exits to be separated by a distance at least equal to 1/3 of the length of the maximum overall diagonal of the area served. Arrangement of Exits and Travel Distances The maximum distance that occupants are permitted to travel from their position shall be in accordance with NFPA 5000 and the UAE Fire Code as listed in Table 16. Occupancy Type
Common Path Limit
Dead End Limit Travel Distance Limit
Assembly 6.1 m (23 m if < 50 persons) Residential (Note section 7.4 for hotel room block 15 m buildings) Mercantile 30 m Storage (Ordinary Hazard) 30 m Business 30 m
6.1 m
76 m
15 m
61 m
15 m 30 m 15 m
(38 m inside the unit) 75 m 122 m 91 m
Table 16 – Travel distance limitations for buildings protected with fire sprinklers
Exit Discharge
Mechanical equipment rooms, boiler rooms, furnace rooms and similar spaces shall be arranged such that common path does not exceed 15 m. Buildings that are fire sprinkler protected and in mechanical equipment rooms with no fuel-fired equipment, the common path shall not exceed 30 m. Stories used exclusively for mechanical equipment, furnaces or boilers are permitted to have a single exit provided the above common path of travel limitations is not exceeded. Emergency Lighting The entire development is required to be provided with emergency lighting. Emergency lighting shall be provided for at least 3 hours (UAE Fire Code requirement) in the event of failure of the normal lighting throughout the exit access (stairs, aisles, corridors and passageways leading to an exit), exits and exit discharge (stairs, ramps, aisles and walkways leading to a public way) shall operate within 10 seconds. The illumination level shall be not less than 10.8 lux on average (1.1 lux minimum) at floor level where the uniformity ratio of 40 to 1 shall not be exceeded. When Central Battery system is provided it shall be provided with cross zoning arrangement. At least two circuits shall cover each area in an overlapping of light units. The lux level calculation shall be based on the above criteria and not on standard spacing criteria. Note: Emergency lights shall be provided to allow all occupants evacuating from the building to the public road (i.e. external lights on emergency power supply). The emergency lighting shall be provided immediately other than where the maintenance of illumination depends on switching from one energy source to another. The failure of a power source involves:
At least 50% of the exits (in terms of number and egress capacity) shall discharge directly to the outside. It is recommended that 100% of the exits discharge directly to outside if possible to increase the fire and life safety provisions. Stairs that continue more than one-half story beyond the level of discharge shall be provided with an approved means to prevent or dissuade occupants from travelling past the level of discharge during emergency building evacuation.
• Failure of a public utility or other outside electrical power supply; • Opening of a circuit breaker or fuse; and • Manual act (s), including accidental opening of a switch controlling normal lighting facilities. Testing and maintenance of emergency lighting systems must comply with Clause 7.9.3 of NFPA 101 and NFPA 70 as appropriate.
Exit Remoteness
Exit Signage
The minimum separation distance between two exits or exit access doors in a sprinkler protected building shall not be less than one-third the length of the maximum overall diagonal dimension of the building or area to be served.
Marking of exit access routes are required, where the method of reaching an exit is not readily apparent, and where the visual distance to the exit exceeds 20 m. Internally illuminated directional exit signs must be provided in accordance with the type specified in Clause 7.10 of NFPA 101. Externally illuminated signs are not considered acceptable as they do not guarantee the required level of illumination in the event of a fire due to smoke obscuration. Internally illuminated signage is considered as the appropriate method of emergency exit signage for this building. The legend on the exit signs must comply with the international ISO convention of the “running person and the exit door”. The signage on the exit signs must be tactile. The exit signs must be no more than 30 m apart or the rated viewing distance of the sign. Any doors, passage or stairway not serving an exit that can be mistaken for an exit must have a “NO EXIT” sign.
Figure 10 – Exit separation and diagonal measurement of area served
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
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Review of means of egress provisions A review of the means of egress provisions for the development is contained within Appendix D – Egress Summary and Appendix E – Drawing Review.
8 - Fire Protection Systems Automatic Fire Sprinkler System An approved, supervised automatic fire sprinkler system in accordance with Chapter 9 of UAE Fire Code and NFPA 13 shall be provided throughout all areas of the development. A sprinkler control valve and a water flow device shall be provided for each floor where the sprinkler control valves are equipped with supervisory-initiating devices and waterfowl initiating devices. All areas must be fire sprinkler protected unless there is a specific concession within UAE Fire Code, NFPA 101, NFPA 5000 or NFPA 13 permitting the deletion of sprinklers from that particular area. For buildings with zoned smoke control system, the sprinkler zones shall coincide with the boundaries of the smoke control system zoning in accordance with Sec 6.4.7.2.4, NFPA 92. Alternate Suppression Systems Where conventional sprinklers are not appropriate, i.e. where there is a conflict between large amounts of water and the fuel source, in areas such as electricity rooms, telecom rooms and commercial kitchen hoods etc., alternative suppression systems are to be provided. In accordance with Section 8.15.10 of NFPA 13 sprinklers shall not be required in electrical equipment rooms where all of the following conditions are met: • The room is dedicated to electrical equipment only; • Only dry-type electrical equipment is used; • Equipment is installed in a 2 hour fire-rated enclosure including protection for penetrations; and • No combustible storage is permitted to be stored in the room. Fire Detection and Alarm System The building shall be equipped throughout with an automatic analogue addressable fire alarm system, and a two-way telephone communication service for fire service use (11.8.4 of NFPA 101). The system shall be installed, tested and maintained in accordance with the NFPA 72 or other equivalent standard. The fire alarm system shall be interfaced with an emergency voice alarm communication system connected to the emergency power supply (11.8.3 of NFPA 101). The standard of wiring and equipment for the fire detection and alarm system is required to comply with NFPA 72 and NFPA 70. The fire alarm system sound levels shall be 15 dB above ambient sound levels which will be influenced by the noise generated by the smoke fan operation in areas other than sleeping areas like bed rooms.
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Where audible appliances are installed to provide signals for sleeping areas, they shall have a sound level of at least 75 dB, measured at the pillow level in the area required to be served by the system using the A-weighted scale (dB). System connected smoke alarms are required to be installed in every sleeping area, outside every sleeping area in the immediate vicinity of the bedrooms and on all levels of the dwelling unit. The fire alarm system shall be programmed in such a way that any system connected smoke alarm activations within an apartment unit shall raise a local alarm only and shall not activate a general alarm. Positive alarm sequence and cascading of the evacuation signals shall also be incorporated during the detailed design of the fire alarm system. For buildings with zoned smoke control system, the fire alarm and detection zones shall coincide with the boundaries of the smoke control system zoning in accordance with Sec 6.4.7.2.3, NFPA 92. Zoned smoke control systems shall not be activated by the manual fire alarm call points. Notification devices and sounders shall be provided on the outdoor areas to alert occupants to evacuate the building. Fire Water Storage Tanks The fire water supply shall be from an on-site water permanent storage tank to cater to the pumping demand. . The water tank shall be separated into two equal half compartments / supplies (50% and 50%). There shall be two supply lines provided independently from each compartment of the tank to the fire pump suction header. The water demand for the fire sprinkler system shall be in addition to the fire hydrants. Fire water tanks serving the hydrants shall be designed to provide an uninterrupted water supply for a duration of 2 hours, while the fire water tanks serving sprinkler system/standpipe systems shall be designed to provide an uninterrupted water supply for a duration of 1 hour. The requirement of private hydrants with an independent system shall apply where the existing private hydrants are not available on site or do not ensure proper coverage. Fire Pumps Fire pumps shall be located at the lowest level of the building pumping upwards as per 7.2 Chapter 9 of the UAE Fire and Life Safety Code of practice – 2011. Fire pump rooms shall have protected and dedicated access from the fire engine access level i.e. ground floor. Fire pumps shall be designed and installed in accordance with NFPA 20 ‘Standard for the Installation of Stationary Pumps for Fire Protection’. Fire pumps shall be provided with positive suction only. A negative suction fire pump is not permitted. Horizontal split case fire pumps shall be used when the base of the fire water tanks and the fire pump room are of the same level. If the fire water tank is located at a lower level than the fire pump room i.e. an underground fire water tank with the fire pump room located above the fire water tank; a vertical turbine fire pump shall be used in accordance with NFPA 20. The fire pump shall be listed and approved.
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Diesel Fire Pumps Ventilation is required for fire pump rooms with diesel engine driven fire pumps. Ventilation shall be provided for the following functions: • To control the maximum temperature to 49°C at the combustion air cleaner inlet with engine running at rated load. • To supply air for engine combustion. • To remove any hazardous vapors. • To supply and exhaust air as necessary for radiator cooling of the engine when required. Electrical Fire Pumps Fire pumps with an electrical circuit serving both the main and standby fire pumps shall be provided with an automatic transfer switch complying with NFPA 20 requirements. Automatic Transfer Switch (ATS) is defined within NFPA 20 as self-acting equipment for transferring the connected load from one power source to another power source and shall be located within the fire pump room. On installations with an alternative source of power and an automatic transfer switch, loss of primary source shall be simulated and transfer shall occur while the pump is operating at peak load. The emergency power supply cables between the on-site generator and the ATS located within the fire pump room shall either be 2 hours fire rated cable or shall be routed separately within a 2 hr fire rated enclosure. The following signals from the fire pump room shall be relayed to the fire command centre. • Fire pump run status • Loss of power (Electrical fire pumps only) • Phase reversal (Electrical fire pumps only) • Fire water tank level monitoring signal • Diesel level monitoring (For diesel engine driven fire pumps only) • Troubles from the diesel engine driven fire pumps The fire pump run status shall not raise an evacuation signal in the building. The proposed building has fire pump room located at upper basement and no dedicated access is provided from the ground floor level. The acceptance of the fire pump location and arrangement shall be subject to the AHJ. Standpipe and Hose Reels A Class III standpipe system shall be provided in accordance with UAE Fire Code Chapter 9 Section 4.2 and NFPA 14. Class III system fire hose station shall consist of a 25mm fire hose reel or 40mm fire hose rack and 65mm dia. landing valve with hoses and nozzles. Hose stations shall be located preferably inside stair enclosure at typical floors and beside each exit way at the ground floor. Additional fire hose stations along the exit access corridor and car park floors shall be installed such that all portions of each floor are within 30m from the fire hose station while measured along the natural path travel from the hose station.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
The landing valve shall be installed at a height of not less than 900mm and not more than 1200mm from the finished floor level while the fire hose reel shall be installed at a height of not less than 1200mm and not more than 1500mm from the finished floor level. Portable Fire Extinguishers Portable fire extinguishers shall be provided throughout the development in accordance with NFPA 10. Communication System One way emergency voice evacuation and communication system shall be provided as follows – The emergency voice evacuation and communication system shall override any public address systems; • Speakers for emergency voice evacuation shall be provided in every lift lobby, staircase enclosure, corridors and other strategic positions within audible distance of all parts of all storeys of the building; • Speakers with flashers (strobe lights) shall be provided for basement car parks, mechanical or machine rooms and at locations where the ambient noise level is 75dB or more. • All circuits necessary for the operation of the notification appliances shall be protected until they enter the evacuation signaling zone that they serve. Any of the following methods is considered acceptable as per 9.1 Chapter 7 of the UAE Fire and Life Safety Code of practice – 2011 i. A 2 hour fire rated circuit integrity (CI) cable; ii. A 2 hour fire rated cable system (electrical circuit protective system) iii. A 2 – hour fire rated enclosure; iv. Buildings fully protected by an automatic sprinkler system and with the interconnecting wiring or cables used for the operation of notification appliances installed in metal raceways. Equipment Listing The UAE Fire Code requires all equipment utilized for life safety purposes including the fire protection systems, fire alarm, smoke control, emergency lighting, etc. to be listed and approved for use. Vertical Openings There is a vertical opening which is to be classed as an atrium within the building which spans from the Ground Floor to the 3rd Floor. The atrium described above shall meet the requirements of NFPA 101, Section 8.6.7 and NFPA 92. Any number of levels of the building shall be permitted to open directly to the atrium without enclosure, based on the results of an engineering analysis such as a Computational Fluid Dynamic (CFD) assessment. CFD analysis shall be carried out to demonstrate that the building is designed to keep the smoke layer interface above the highest unprotected opening to adjoining spaces, 1830 mm above the floor level of exit access open to the atrium, for a period equal to 1.5 times the calculated egress time, or 20 minutes, whichever is greater. The CFD analysis is also necessary to validate the smoke control system required to maintain tenability criteria.
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9 - Special Systems Smoke Control Requirements UAE Fire Code Requirements Chapter 10 of the UAE Fire Code requires the following smoke control for residential buildings as detailed within Table 17. Use Hotels
High Rise CSC and SP
Table 17 – Smoke control system requirements criteria for various types of buildings (UAE Fire Code)
Where the equipment and duct work are separated from the remainder of the building, including other mechanical equipment, by a 2 our fire resistive rating; Where the building, including the enclosure, is protected throughout by an approved, supervised automatic sprinkler system, and the equipment and duct work are separated from the remainder of the building, including other mechanical equipment, by not less than a 1 hour fire resistive rating. 8. Multiple injection system shall be provided for the pressurization system. Fire Lift and Fire Lift Lobby
CSC – Corridor smoke control SP – Staircase pressurization
Corridor
The fire lift shall be provided with a lift shaft pressurization system. Mechanical ventilation for fire lift lobby shall be a system exclusive to these lobbies, and it shall comply with the following –
Corridors within the typical floors shall be provided with a pressure sandwich system as per Section 25.1 Chapter 10 of the UAE Fire and Life Safety Code of Practice – 2011
• The ventilation system shall be of supply mode only of not less than 10 air changes per hour; • Supply air shall be drawn directly from the external with intake point not less than 5m from any exhaust discharge or openings for natural ventilation.
Staircase
Car Park Ventilation
All the internal exit stairs shall be pressurized to comply with the requirements of Chapter 10 of UAE Fire and Life Safety Code of Practice – 2011 as noted below – 1. Pressurization shall be done using an approved engineered system with a design pressure difference across the barrier of not less than 12.5 Pa and shall be capable of maintaining these pressure differences under likely conditions of stack effect or wind. 2. The pressure difference across doors shall not exceed that which allows the door to begin to be opened by a force of 133N; 3. When in operation, the pressurization system shall maintain airflow of sufficient velocity through open doors to prevent smoke from entering into the pressurized area; 4. The flow velocity shall be attained when a combination of two doors from any two successive stories and the main discharge door are fully open. Magnitude of the velocity averaged over the full area of each door opening shall not be less than 1.0m/s; 5. Supply air for pressurization shall be drawn directly from the external and its intake shall not be less than 5m from any exhaust discharge openings; 6. The pressurization system shall be automatically activated by the building fire alarm system. In addition, a remote manual start-stop switch shall be made available to firemen at the fire command Centre; 7. Equipment and duct work for pressurization shall be located in accordance with one of the following specifications; • Exterior to the building and directly connected to the enclosure by duct work enclosed in non-combustible construction; • Within the enclosure with intake and exhaust air vented directly to the outside or through ductwork enclosed by a 2 hour fire resistive rating; • Within the building under the following conditions;
• The basement car parks shall be provided with ducted fan system designed to achieve 9 air changes per hour. • Supply air shall be drawn directly from the external and its intake shall not be less than 5m from any exhaust discharge opening. Outlets for the supply air shall be adequately distributed over the car park area. • Exhaust air shall be discharged directly to the external and shall not be less than 5m from any air intake openings. • Exhaust ducts shall be fabricated from heavy gauge steel (1.2mm thick) for the basement car park system. • Exhaust fans for the basement car park shall be capable of operating effectively at 400C for 2 hours.
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Generator Room The generation room located at lower basement shall be provided with independent mechanical ventilation for not less than 10 air changes per hour or based on the manufacturer’s recommendation whichever is highest. Atrium Smoke Control The atrium shall be provided with a smoke control system. An engineering analysis shall be performed that demonstrates that the building is designed to keep the smoke layer interface above the highest unprotected opening to adjoining spaces, or 1830mm above the highest floor level of exit access open to the atrium, for a period equal to 1.5 times the calculated egress time or 20 minutes, whichever is greater.
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Standby Power System
Lift Homing
Standby power is required to serve all life safety systems within the development. The following additional standby power requirements shall be complied with, in accordance with NFPA 5000 Section 33.3.4, as the building is a high rise building. A type 60, Class 1, Level 1 standby power in accordance with Article 701 of NFPA 70 National Electrical code, and as noted in Chapter 52 of NFPA 5000 and NFPA 110 Standard for emergency and standby power systems, shall be provided. The standby power shall be sufficient to provide capacity and rating sufficient for all life safety equipment. Standby power shall be provided to the following:
In accordance with the UAE Fire Code, Chapter 2, Section 15 requirement, all lifts shall home to ground floor upon detection of fire and activation of the building fire alarm system. In the event of power failure, lifts shall automatically switch over to emergency power and shall home to ground floor. All lifts shall incorporate an Automatic Rescue Device (ARD). Alternate landing floor of the lifts shall be programmed if the fire is detected in the primary landing floor which normally would be the ground floor.
1. 2. 3. 4. 5. 6. 7.
Electrical fire pump; Jockey pump; FCC and lighting; Not less than 1 lift serving all floors, with standby power transferable to any lift; Mechanical equipment for smoke proof enclosures; Fire alarm system; Smoke control system for typical floors and atrium.
Utilities All gas equipment and gas piping shall be in accordance with NFPA 54 or NFPA 58. All electrical wiring and equipment shall be in accordance with BS 7671. Stored electrical energy systems shall be in accordance with NFPA 111 (Standard on stored electrical energy emergency and standby power systems). HVAC All air-conditioning, heating, ventilating ductwork and related equipment shall be in accordance with NFPA 90A or NFPA 90B. All ventilating or heat producing equipment shall be in accordance with NFPA 91; NFPA 211; NFPA 31; NFPA 54; or BS7671. All commercial cooking equipment shall be in accordance with NFPA 96. Unvented fuel-fired heaters (other than gas heaters as per NFPA 54) shall not be used. Elevators In the event of a fire alarm being raised all lifts shall automatically descend to the designated evacuation level and remain parked until they are allowed to return to normal service. The design of all lifts shall be functionally in accordance with ASME 17.1 and shall be provided with an emergency power supply. Lift shaft pressurization is not required. Fire sprinkler protection is required within all lift shafts in accordance with ASME 17.1 and installed as per NFPA 13 requirements.
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Acceptance Testing The UAE Fire Code requires all fire dampers, smoke dampers, and ceiling dampers to be operated prior to the building being occupied to determine that they function in accordance with the requirements of the Code. Acceptance tests of fire protection devices in air-conditioning and ventilating systems shall, as far as practicable, be performed under normal operating conditions. The tests shall be performance to determine that the system operates under normal conditions. To avoid any openings in case of a power failure and to ensure energy savings, smoke damper should be operated through an “electric signal emission”, not through “power cut-off”. Construction Fire Safety It is important that reasonable safety for life and property during building construction is provided. The provisions of UAE Fire Code Chapter 12 and Section 14.2 of NFPA 5000, and NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition Operations shall apply to all construction operations. In general the owner is responsible for the overall fire protection program which should include the following: • Providing proper escape routes during construction, • Pre-fire plans, • Access for Fire Fighting, • The availability of elevators for fire department use. • Installation of new fire protection systems as construction progresses including sprinklers and standpipes. These shall be maintained in conformity with the progress of building construction in such a manner that they are always ready for use, • The suitability, distribution, and maintenance of extinguishers. It is recommended that independent fire safety audits be undertaken to confirm adequate fire safety measures are in place throughout the construction phase of the development. Building Management General It is widely acknowledged that the design and engineering put into a building for life safety can only do its job properly if it can be managed, maintained and tested over the whole life of the building, and if the staff are trained to handle incidents and operate effective and tested emergency plans.
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Upon hand-over of the building by the design team, good management of fire safety becomes the key element to fire safety for the life of the building. All equipment, system, condition, arrangement, level of protection or any other features required for compliance shall be inspected, maintained and tested as required. Effective management of fire safety can contribute to the protection of the building occupants in many ways: • by working to prevent fires occurring in the first place (e.g. housekeeping, regular building maintenance, security) • by being aware of the types of people in the building and any special risks or needs • by ensuring that all of the fire safety measures in the building are kept in working order, and in particular that the means of escape are always available • by training staff and organizing the evacuation plan, to ensure that occupants leave quickly if a fire occurs • by undertaking safety system reviews and fire risk assessments, and ensuring that they are both constantly reviewed so that the precautions are adequate and effective by taking command in the event of a fire until the fire service arrives. Fire safety provisions are dependent upon a sufficient level of management within the building and these responsibilities can reside with a single defined individual or be distributed amongst a number of managers or staff. For the management of fire safety to be effective, the fire safety manager needs to be empowered and to command sufficient resources to maintain the systems. The manager or managers with responsibility for fire safety need to be empowered to enforce requirements, initiate testing, maintenance or repair and where necessary command staff. Fire Safety Manual Managing fire safety is the whole process throughout the life of the building, starting with the initial design, which is intended both to minimize the incidence of fire and to ensure, that when a fire does occur, appropriate fire safety systems (including active, passive and procedural systems) are in place and are fully functional. A fire safety manual should contain design information and operational records. The design information forms the basis of an on-going “history” document to which additional information is added when the building is occupied and at regular intervals thereafter. The fire safety manager is responsible for those parts of the fire safety manual that contain operational records, the fire safety policy statement and the fire safety specification. The fire safety manager and/or designated representatives should be responsible for the upkeep of the manual. Provision needs to be made for the recording of the results of monitored test evacuations, the results of tests of the fire safety systems, and any other relevant information. The fire safety manual should be made available for inspection or tests by auditors and regulators and for operational purposes by the fire service.
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The Fire Safety Manual should: • Provide a full description of the assumptions and philosophies that led to the fire safety design, including explicit assumptions regarding the management of the building, housekeeping and other management functions. • Explain the nature of the fire safety planning, construction and systems designed into the building, and their relationship to overall safety and evacuation management. • Draw on the documentation produced at the design stage to describe the use of the various protection systems in each type of incident, and the responsibilities of the staff. Fire Safety Audits Good management of fire and life safety is essential to ensure that fires are unlikely to occur; that if they do occur they are likely to be controlled or contained quickly, effectively and safely; or that, if a fire does occur and grow, everyone in the building is able to escape to a place of safety easily and quickly. Fire safety audit helps to ensure that fire safety procedures, fire prevention measures, and fire precautions (plans, systems and equipment) are all in place and working properly. A fire safety risk assessment, condition survey, and a schedule of improvement works (where necessary) can be undertaken to identify any issues that need attention and bring the overall level of fire safety to a satisfactory standard. The fire safety audit involves: • Carry out a detailed fire safety audit of the site and premises. • Review egress routes and interior finishes in accordance with NFPA 101 “Life Safety Code”. • Review all fire safety measures in place including: egress routes, exit signage, fire extinguishers, emergency lighting, fire alarm systems. • Review all documentation including fire certificate; policies and procedures; evacuation plans; maintenance records; and staff training and drills. • Provide a detailed Action Plan to address all issues that need attention. The Action Plan is to list the actions in three categories; immediate, short and long term. • It is recommended that fire safety audits are undertaken at least every 6 months. Fire Drills The purpose of emergency egress and relocation drills is to educate the participants in the fire safety features of the building, the egress facilities available, and the procedures to be followed. Speed in emptying buildings or relocating occupants, while desirable, is not the only objective. Prior to an evaluation of the performance of an emergency egress and relocation drill, an opportunity for instruction and practice should be provided. This educational opportunity should be presented in a non-threatening manner, with consideration to the prior knowledge, age, and ability of audience. The usefulness of an emergency egress and relocation drill, and the extent to which it can be performed, depends on the character of the occupancy. In buildings where the occupant load is of a changing character, no regularly organized emergency egress and relocation drill is possible. In such cases, the emergency egress and relocation drills are to
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be limited to the regular employees, who can be thoroughly schooled in the proper procedure and can be trained to properly direct other occupants of the building in case of emergency evacuation or relocation. Regular employees can be rehearsed in the proper procedure in case of fire; such training is always advisable in all occupancies, regardless of whether regular emergency egress and relocation drills can be held. Fire is always unexpected. If the drill is always held in the same way at the same time, it loses much of its value. When, for some reason during an actual fire, it is not possible to follow the usual routine of the emergency egress and relocation drill to which occupants have become accustomed, confusion and panic might ensue. Drills should be carefully planned to simulate actual fire conditions. Not only should drills be held at varying times, but different means of exit or relocation areas should be used, based on an assumption that fire or smoke might prevent the use of normal egress and relocation avenues. Drill participants shall relocate to a predetermined location i.e. Evacuation Assembly Point (EAP) and remain at this location until a recall or dismissal signal is given. A written record of each drill shall be completed by the person responsible for conducting the drill and maintained in an approved manner. The written record should include such details as the date, time, participants, location, and results of that drill. It is recommended that fire drills are undertaken at least every 6 months. Conclusion It can be demonstrated that with the inclusion of the requirements summarized within this report, the development will be able to meet the requirements of UAE Fire and Life Safety Code 2011 and NFPA 101/5000. Based on the review of detailed design architectural drawings, the areas not fully complying with the prescriptive requirements of ADCD and NFPA requirements or considered as an approvals risk are listed in Appendix E - Drawing Review. This revision of the document provides fire and life safety advice for the Detailed Design Stage. The fire strategy has been developed and recommendations provided on the information made available by the design team to us. No liability is accepted on the accuracy of the information provided to us. Any change in the above information to suit future re-organization or planning will require further assessment to confirm compliance with the intent of the design objectives and a potential revision of this report may be required.
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Appendix A â&#x20AC;&#x201C; Definitions Authority Having Jurisdiction (AHJ) Code
Listed
Shall Should Net Floor Area
Occupancy Classification
An organization, office, or individual responsible for enforcing the requirements of a code or standard, or for approving equipment, materials, an installation, or procedure. A standard that is an extensive compilation of provisions covering broad subject matter or that is suitable for adoption into law independently of other codes and standards. Equipment, materials, or services included in a list published by an organization that it acceptable to the authority having jurisdiction and concerned with evaluation of products or services, that maintains periodic inspection of production of listed equipment or materials or periodic evaluation of services, and whose listing states that either the equipment, material, or service meets appropriate designated standards or has been tested and found suitable for a specified purpose. Indicates a mandatory requirement. Indicates a recommendation or that which is advised but not required. The floor area within the inside perimeter of the outside walls of the building under consideration with no deduction for hallways, stairs, closets, thickness of interior walls, columns, elevator and building services shafts, or other features. Assembly An occupancy used for a gathering of 50 or more persons for deliberation, worship, entertainment, eating, drinking, amusement, awaiting transportation, or similar uses, or used as a special amusement building. Business Occupancy used for the transaction of business other than mercantile. Mercantile An occupancy used for the display the display and sale of merchandise. Residential An occupancy that provides sleeping accommodation for purposes other than health care or detention. Storage An occupancy used primarily for the storage.
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Environment & Energy Conservation Study Ecology & Planing 1 - Access and Mobility Preferred Parking 1. For all new buildings, other than villas, which have more than 20 parking spaces, designated preferred parking must be provided for a combination of low-emitting, fuel-efficient and carpool vehicles for at least five percent (5%) of the total vehicle parking spaces required for the building by Dubai Municipality (DM) Building Regulations, Administrative Resolution No.125-2001. Preferred parking must be included in addition to any spaces designated for parking for people with special needs as required by DM Building Regulations. Enabled Access All new buildings, other than villas, must comply with Dubai Municipality Building Regulations, Administrative Resolution No.125-2001with regard to Special Needs users. They must be enabled in their access, internal movement and ability to engage with the building functions.
3 - Neighbourhood Pollution Exterior Light Pollution and Controls For all new buildings, permanently installed exterior lighting must comply with the following: 1. All exterior light fixtures on the building site, other than architectural accent lighting and Civil Aviation safety lighting, must be shielded so that all of the light emitted by the fixture, either directly or indirectly by reflection or refraction from any part of the fixture, is projected below the horizontal plane passing through the lowest part of the fixture; 2. Architectural accent lighting must be aimed or shielded to prevent the lighting of the night sky. Wall washing lights must spill no more than 10% of the lighting past the building façade; 3. Downward directed lighting must be used for lighting of signage; and 4. All exterior lighting must be fitted with automatic controls to ensure that lights do not operate during daylight hours.
4 - Micro-climate and Outdoor Comfort
Bicycle Storage and Changing Rooms
Urban Heat Island Effect
For all new buildings, other than villas, secure and covered racks or storage areas for bicycles must be provided within the building or within a shaded area located no more than thirty (30) metres from a building entrance within the plot limit. Secure racks or storage areas must be provided for a number of bicycles equal to at least fifteen percent (15%) of the number of car parking spaces required for the building as per the Dubai Municipality (DM) Building Regulations, Administrative Resolution No.125-2001. For Student accommodation and Labor accommodation, secure racks or storage areas must be provided for bicycles for at least 15% of building occupants with the same above conditions.
For all new buildings: 1. All opaque external roofing surfaces must comply with a minimum Roof Solar Reflective Index (SRI) value according to Table 304.01(1) for a minimum of seventy five percent (75%) of the roof area:
2 - Ecology and Landscaping Local Species For all new buildings, a minimum of twenty five percent (25%) of the total planted area of a building plot, including vegetated roofs, must utilise plant and tree species indigenous or adapted to Dubai’s climate and region. For all new villas at least one palm tree must be planted.
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Type of Roof
Minimum Roof SRI
Steep Sloped Roofs (slopes steeper than 1:6)
≥ 29
Flat and Low Sloped Roofs
≥ 78 Table 304.01 (1) – Roof SRI Requirements
2. Individual heat rejection equipment, with a power rating greater than 4.0 kilowatt (kW), and which exhausts externally, must be installed not less than 3.0 meters above the ground level of the building. Green Roofs For all new buildings, the requirements of Part 1 of Regulation 304.1 are waived, if the roof of the building provided with vegetated roof (green roof) for at least thirty percent (30%) of the total roof area.
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Light Colours on the Outside of Buildings
Air Inlets and Exhausts
For all new buildings, at least seventy five percent (75%) of the area of externally painted walls must have a minimum Light Reflective Value of forty-five percent (45%).
For all new and existing buildings: All ventilation system outdoor air intakes, including doors and operable windows, that are part of a mixed mode ventilation system, must be located at suitable distance from potential sources of contamination to reduce the possibility of odor, smoke or other air contaminants entering the ventilation system as required by Dubai Municipality, if any, or refer to ASHRAE Standard 62-2007 Table (5.1) Exhausted air must be discharged in a manner to avoid it being drawn back into the building or the building ventilation system and to ensure that it does not become a nuisance to the building occupants or other buildings occupants or pedestrians.
Orientation of Glazed Façades For new buildings, other than villas and industrial buildings, one of the following must be achieved: 1. At least fifty percent (50%) of the total glazed surface area of the building, (excluding glazed areas with back insulated panels), must have a north orientation which includes 150 degree angle started from east toward North West. 2. South and west glazed areas, excluding glazed areas with back insulated panels, must be treated environmentally. Orientation of Glazed Façades For new buildings, other than villas and industrial buildings, one of the following must be achieved: 1. At least fifty percent (50%) of the total glazed surface area of the building, (excluding glazed areas with back insulated panels), must have a north orientation which includes 150 degree angle started from east toward North West. 2. South and west glazed areas, excluding glazed areas with back insulated panels, must be treated environmentally.
Indoor Air Quality Compliance - New Buildings For all new buildings, suitable ventilation for the building occupants and ensure the air quality in accordance with the technical guidelines issued by Dubai Municipality. The buildings which optionally apply the following procedures will be awarded indoor air quality certificate by Dubai municipality. • Indoor air quality testing must be carried out prior to occupancy. The maximum limit for indoor air contaminants included in Table 401.6(1) must not be exceeded. A report which shows compliance with these requirements must be submitted to Dubai Municipality.
Shading of Public Access Areas For all new buildings, other than villas, all pedestrian linkages within the plot area must be shaded using materials with a Solar Reflectance Index (SRI) equal to or greater than those specified in Table 304.01 (1).
Building Vitality 1 - Ventilation & Air Quality Minimum Ventilation Requirements for Adequate Indoor Air Quality All new and existing air conditioned buildings must be mechanically or mixed mode ventilated and must comply with the minimum requirements of ASHRAE Standard 62-2007. Occupancy density for each space is determined based on its activity in accordance with the requirements of Dubai Municipality if available or using the default occupancy density values in ASHRAE 62-2007
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• Air Quality testing must be carried out by an air testing company or laboratory accredited by Dubai Municipality (DM), and the Compliant test results must be submitted to DM. • Air quality testing equipment must have initial and periodical calibration certificate as per manufacturer requirement from an external calibration facility accredited by DM or at least annual calibration certificate. The initial and periodical calibration certificates must be saved in a special register to be checked by DM in order to ensure the accuracy of the readings as condition of renewal the indoor air quality certificate.
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Inspection and Cleaning of HVAC Equipment For all new and existing buildings, the cleanness of HVAC equipment and systems must be maintained and all its parts must be inspected and cleaned in accordance with the standard specifications approved by Dubai Municipality and in accordance with the technical guidelines issued by Dubai Municipality. While specialized maintenance companies approved by Dubai Municipality must carry out Inspection and cleaning or provide a proof that maintenance shall be done by building operator if he has a qualified personnel and equipment to do the job. Parking Ventilation For all buildings with enclosed parking: 1. Mechanical ventilation must be provided to ensure that the Carbon Monoxide (CO) concentration in the enclosed parking area is maintained below fifty (50) parts per million (ppm) by: â&#x20AC;˘ Providing a minimum of six (6) outside air changes per hour, or â&#x20AC;˘ Installing a variable volume ventilation system controlled in response to input from a minimum of one CO sensor per four hundred square meters (400 m2) floor area of parking. 2. A supply of outdoor air must be provided to each parking level. 3. Occupied areas such as offices, shopping centres, hotels, waiting rooms, and ticket booths conne ted to enclosed parking, must be supplied with conditioned air under positive pressure compared with adjoining parking area 4. Ventilation systems must be capable of providing ten (10) air changes per hour for smoke clearance purposes in case of a fire incident. 5. CO monitoring equipment must be installed with a minimum of one CO sensor per four hundred square meters (400 m2) floor area of parking. Sound alarm triggers when the CO concentration reaches or exceeds seventy five (75) ppm in, at least, five percent (5%) of the monitored locations. 6. Where a Building Management System (BMS) or Central Control and Monitoring System (CCMS) is installed, the CO concentration must be monitored to allow real-time profiling and management of air quality. 7. CO monitoring equipment must be checked and recalibrated every six (6) months or according to manufacturer specification by a specialized calibration company certified by Dubai Municipality. Test results and calibration certificates must be kept on-site and be readily available for inspection by DM staff.
2 - Day lighting and Visual Comfort Provision of Natural Daylight For all new buildings, other than industrial buildings, provision for adequate natural daylight must be made in order to reduce their reliance on electrical lighting and to improve conditions for the building occupants and provide lighting openings in accordance with Dubai municipality building regulation and specification.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Resource Effectiveness : Energy 1: Conservation and Efficiency: Building Fabric Thermal Bridging For all new air conditioned buildings, Thermal Bridges, such as connection points between concrete or steel beams, external walls and columns and around doors and windows, which enable the flow of heat from outside into the building, must be eliminated or insulated to reduce the amount of heat transfer. Air Loss from Entrance and Exit For all new air conditioned buildings other than villas, all regularly used air conditioned entrance lobbies must be protected by a door design which acts as a barrier to the loss of conditioned air.
2 - Conservation and Efficiency: Building Systems Elevators and Escalators For all new buildings: A. Escalators - Escalators must be fitted with controls to reduce speed or to stop when no traffic is detected. Escalators shall be designed with energy savings features as described below: 1. Reduced speed control: The escalator shall change to a slower speed when no activity has been detected for a period of a maximum of three (3) minutes. Detection shall be by photocell activation at the top and bottom landing areas. 2. Use on demand: The escalator shall shut down when no activity has been detected for a period of a maximum of fifteen (15) minutes. Use on demand escalators must be designed with energy efficient soft start technology. The escalator shall start automatically when required; the activation shall be by photocells installed in the top and bottom landing areas. B. Elevators (lifts) - Elevators (lifts) must be provided with controls to reduce the energy demand. To meet this requirement, the following features must be incorporated in traction drive elevators: 1. Use of AC Variable-Voltage and Variable-Frequency (VVVF) drives on non-hydraulic elevators. 2. Energy efficient lighting inside the elevator including controls to turn lights off when the elevator has been inactive for a period of a maximum of five (5) minutes.
Environment & Energy Conservation Study 115
2 - On-site Systems: Recovery and Treatment Waste-water Reuse For all buildings, if a system is installed for the collection and reuse of greywater produced within the building or for the use of Treated Sewage Effluent (TSE) from an external source, the following is required: 1. The building must be dual-plumbed for the collection and recycled use of drainage water (greywater). Any pipes which transport greywater must be colour-coded differently from pipes that are used for potable (drinking standard) water and be labelled ‘Not Suitable for Drinking.’ 2. There must be a minimum air break of twenty five (25) mm between any potable water sources and greywater collection systems. 3. Greywater must not be used for purposes where it will come into contact with the human body. It must be treated to the standard required by Dubai Municipality For all new commercial car washing facilities, they must recover and reuse at least fifty percent (50%) of their wastewater.
1. A second chute must be provided to handle recyclable material and discharge into a separate receptacle within the waste management area; or 2. The garbage room on each floor must have a minimum floor area of two square meters (2 m2) where recyclable waste can be stored until collected daily by the building operator. Waste must be transported in a service left discharge into a designated receptacle within the waste management All new buildings which does not require chute for general waste, in accordance with Dubai Municipality Building Regulation, the garbage room on each floor must have a minimum floor area of three square meters (3 m2) where non-recyclable and recyclable waste can be stored until collected daily by the building operator. Waste must be transported in a service left discharge into a designated receptacle within the waste management. Recyclable Waste Management Facilities For all new buildings other than villas, a sorting and storage facility for recyclable materials must be provided.
Resource Effectiveness : Materials and Waste
This facility must be easily accessible and comply with the requirements of the location, access and specifications of general waste areas in accordance with Dubai Municipality Building Regulations.
1 - Materials and Resources
The sorting and storage facility may be part of the general waste management facility or a separate facility.
Thermal and Acoustical Insulation Materials For all new buildings, insulation materials to be incorporated into the building must: 1. 2. 3. 4. 5. 6. 7.
Be manufactured without the use of Chlorofluorocarbons (CFC’s); Be non-toxic and not release toxic fumes during combustion; Have 0.05 parts per million (ppm) or less of added formaldehyde Have a Threshold Limit Value (TLV) of 0.1 or less of Individual Volatile Organic Compounds Be fire resistant in accordance with the requirements of Dubai Civil Defence Be accredited / certified from Dubai Central Lab Achieve all the requirements of the approved specifications by Dubai Municipality
1. Recycled waste facility incorporated into the general waste collection: The size of the room must be increased by 10% and not less than 5 m², to allow additional room to sort and store the recyclable waste. 2. Recycled waste facility separated from the general waste collection: The recycled waste facility must be sized as a percentage from the total Built Up Area (BUA) of the building in accordance with Table 702.05 (1). Where the Total Built Up Area (BUA) of the building falls between the figures outlined in the Table, linear interpolation must be used to determine an appropriate percentage area for the recyclable storage space
All thermal and acoustical insulation must be installed as per the manufacturer’s instructions after approval from Dubai Municipality. Waste Collection All new buildings which require chute for general waste, in accordance with Dubai Municipality Building Regulation, one of the following must be provided:
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Table 702.05 (1).
Environment & Energy Conservation Study 116
Energy Efficiency â&#x20AC;&#x201C; HVAC Equipment and Systems
Thermal Storage for District Cooling
For all new air conditioned buildings, heating, ventilating and air conditioning equipment and systems must comply with the minimum energy efficiency requirements and test procedures listed in Reference Tables 502.01(1) and 502.01(2) or any test procedure approved by Dubai Municipality.
All new district cooling plants must incorporate a Thermal Energy Storage (TES) facility with a capacity of, at least, twenty percent (20%) of the design capacity of the plant. Maintenance of Mechanical Systems For all new and existing air conditioned buildings, the mechanical-electrical and plumbing systems in buildings must be serviced and maintained regularly. 1. To allow the mechanical services to be maintained, they must be installed so that adequate access is available to allow regular inspection, maintenance and cleaning of the equipment without the need to remove or dismantle any building components. 2. The building owner must ensure that a maintenance manual and schedule is developed for the building based on the instructions for preventative maintenance or service from the manufacturers or suppliers of equipment or according to the American Society of Heating, Refrigerating, and Air-Conditioning Engineers (ASHRAE) 62.1 â&#x20AC;&#x201C; 2007 or equivalent as approved by DM. 3. The building owner must enter into a service contract with a maintenance company approved by Dubai Municipality (DM) or provide evidence that equipment will be properly maintained by competent members of their own staff. 4. Service records in the form of a service log book including details of both preventative and corrective maintenance must be kept on-site and be readily available for inspection by DM.
Resource Effectiveness: Water 1 - Conservation and Efficiency For all new buildings: 1. Water-conserving fixtures must be installed meeting the criteria in Table 601.01 (1):
Tables 502.01(1)
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Tables 502.01(2)
2. Dual Flush toilets must be used. 3. Automatic (proximity detection) / push button faucets must be installed in all public facilities. 4. Cisterns serving single or multiple urinals in public, commercial, and industrial buildings must be fitted with manual or automatic flush controls that are responsive to usage patterns. Only sanitary flushing is acceptable during building closure or shutdown (including overnight); and 5. Faucets installed as a component of a specialized application may be exempt from the flow rates upon application to Dubai Municipality.
117
Solar Study 8:00 am
12:00 noon
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12:00 PM
08:00 AM
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CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
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Solar Study 118
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CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
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Façade Study
Ground Floor & Typical Floor
Façades
Materials used:
The external envelope of a building not only fulfils the primary function of protecting the interior from the elements, it also projects an image to the outside world.
2 Sided Fully Capped Curtain Wall System
Design criteria Façade systems incorporating glass are not designed to bear any structural loads of the building. They must be strong enough however, to withstand: • Wind loads • Dead loads due to the self-weight of the installation • Movement due to settlement or thermal expansion. • Imposed loads produced by the intended use of the building. • In certain circumstances loads associated with guarding.
• • • • • • • •
Profile width only 56mm. Profile depths from 43mm to 200mm. Designed specifically for the Gulf climatic conditions. Designed to perform at windloads in excess of 2.4 kPa. Thermal performance can achieve Ucw of 1.6 W/m2 K. Designed to meet the CWCT standards so meets BS:EN, ASTM, AAMA specifications. Neat extruded vertical cover caps conceal glazing fixings. Thermal Break frameless outward opening vent panels can be incorporated as can framed open in vents. • Single or double glazed spandrel panels, aluminium composite cladding panels can all be incorporated into the system.
These need to be transferred to the building structure. Information about the vertical and horizontal spans to structural fixings and the nature of that structure is required to calculate the configuration of the system elements in order to provide strength and stability. Weather-resistance Even when the loads and consequent movement are applied, the glazing system needs to remain weather-resistant.
Clarion, Glasgow
2 Sided Fully Capped Curtain Wall System
At no time should a curtain wall mullion be used as a structural member within the building, or have loads designed for the primary structure transferred to the curtain wall grid.
The variance of pressure and wind patterns around a building, must be taken into account during design. It affects the structure’s strength and stability,
Anchors that tie the installation back to the building structure can be either cast in place, ie, positioned in the formwork before the concrete is cast, or post installed.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
ROOF.F.F.L ROOF55.300 S.S.L ROOF55.100 B.S.L 54.800
13.F.F.L 13.S.S.L 51.800 51.700 13.B.S.L 51.400
Faรงade Study 120 12.F.F.L 12.S.S.L 48.400 48.300 12.B.S.L 48.000
11.F.F.L 11.S.S.L 45.000 44.900 11.B.S.L 44.600
10.F.F.L 10.S.S.L 41.600 41.500 10.B.S.L 41.200
Podium Floors
Roof Floor: Atrium with Skylight
Materials used:
Materials used:
Stone Panel Cladding Stone cladding is a thin layer of real or simulated stone applied to a building or other structure made of a material other than stone. Stone cladding is sometimes applied to concrete and steel buildings as part of their original architectural design.
Space Frame Truss
Stone cladding often refers to lightweight simulated stone products with a concrete-type base. These stone cladding products are often fitted to lightweight substrates to reduce the material cost of construction
09.F.F.L 09.S.S.L 38.200 38.100 09.B.S.L 37.800
08.F.F.L 08.S.S.L 34.800 34.700 08.B.S.L 34.400
07.F.F.L 07.S.S.L 31.400 31.300 07.B.S.L 31.000
A space frame truss is a three-dimensional framework of members pinned at their ends. A tetrahedron shape is the simplest space truss, consisting of six members which meet at four joints.[13] Large planar structures may be composed from tetrahedrons with common edges and they are also employed in the base structures of large free-standing power line pylons 06.F.F.L 06.S.SL 28.000 27.900 06.B.S.L 27.600
05.F.F.L. 05.S.S.L. 24.600 24.500 05.B.S.L. 24.200
04.F.F.L. 04.S.S.L. 21.200 21.100 04.B.S.L. 20.800
03.F.F.L. 03.S.S.L. 17.800 17.700 03.B.S.L. 17.400
02 M M S.S.L F.F.L 02 14.400 02 M14.300 B.S.L 14.000
Stone Wall Panels present a natural open cut and irregular surface texture which provides a profound link between architecture and the surrounding landscape design.
POOL S.S.L 12.850
02.F.F.L. 02.S.S.L. 9.900 9.800 02.B.S.L. 9.500
01.F.F.L. 01.S.S.L. 5.400 5.300 01.B.S.L 5.000
00.F.F.L. 00.S.S.L. 0.500 0.400 B.S.L MAIN ROAD 00000LEVEL 0.100 0.000
B1.F.F.L. B1.S.S.L -3.700 -3.800 B1.B.S.L. -4.100
B2.F.F.L. B2.S.S.L. -7.200 -7.300
Diagram of a planar space frame used for a roof
Section through the Space Truss
Truss Arch Bridge A truss arch bridge combines the elements of the truss bridge and the arch bridge. The actual resolution of forces will depend upon the design. If no horizontal thrusting forces are generated this becomes an arch-shaped truss, essentially a bent beam. Direct Fixing
Fixing with Support System
Stone Panel Fixture Detail
Proposed Steel Roof Trusses Plan Detail
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Stone Panel Detail
Illustrations of Arch Trusses
121
BMU Study Building Maintenance Unit and Access Equipment Roof Machines Monorails Abseiling Systems Lift shaft Cradles Davits
Monorail Description: 1.) Bracket Spacing: 2500mm. 2.) Rail Material: Aluminum. 3.) Traversing: By Monorail Trolley Trolley Option: 1.) Motorized Trolley. 2.) Manual Trolley with Chain Block Hoisting: 1.) To be used with Traction Winch mounted on Cradle.
Monorails and Climbing Monorails Danway Access Systems and Cranes Division also caters to monorail systems that are used to access difficult-to-reach or otherwise inaccessible exterior or interior glass areas. Monorail systems can be roof-mounted or wall-mounted to suit their intended applications. Monorail systems are ideal for the underside of building overhangs, sloped glazing, skylights, all types of atrium glass, domes, and similar applications wherever continuous horizontal movement is required.
C-rail Description: 1.) Bracket Spacing: 2500mm. 2.) Rail Material: Aluminum 3.) Traversing: By C-rail Trolley Trolley Option: 1.) Motorized Trolley Hoisting: 1.) To be used with Traction Winch mounted on Cradle.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
BMU Study 122
Davits Systems
Parapet Mounted Davit
Swing Davit
The Danway powered platforms and portable davits are the most popular solution for exterior building access. They are designed for low to mid-rise buildings and consist of two piece assemblies for easy handling and transportation. The davit masts come complete with wheels for movement between the fixed davit bases and may be lowered out of sight when not in use. Options for portable davit bases as well as flush-mounted bases are provided by Danway Access Systems and Cranes Division in order to meet the end user needs no matter what they are.
Davit Description: 1.) Reach up to 2200 mm. 2.) Can be mounted on Roof or on Parapet Hoisting: 1.) To be used with Traction Winch mounted on Cradle. Slab Mounted Davit Davit Description: 1.) Reach up to 2200 mm. 2.) Can be mounted on Roof or on Parapet Hoisting: 1.) To be used with Traction Winch mounted on Cradle Signal Transmission from Davit to Cradle: Through Control Cable
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Davit Description: 1.) Reach up to 1500 mm. 2.) Mounted on Roof Slab Hoisting: 1.) To be used with Traction Winch mounted on Cradle Signal Transmission from Davit to Cradle: Through Control Cable
123
Site Survey 1 - Introduction On 18th January 2016 Airolink Building Contracting LLC appointed National Survey Engineering LLC to carry out Level Survey and submit the Approved Gate Level Computation (Calculation) from Dubai Municipality for Plot No. 134 â&#x20AC;&#x201C; 985 at Al Mamzar.
2 - Spot Levels
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Site Survey 124
3 - Geodetic Parameters Grid System : DLTM (Dubai Local Transverse Mercator) Latitude of origin : 0000’00’’ N Longitude of origin : 5520’00’’ E False Easting : 500,000.00 meters False Northing : 0.000 meter Scale Factor : 1.000 Datum : WGS 84 Spheroid : WGS 84 Semi major Axis` : 6378137.00 Flattening : 1 / 298.257223563 Level Datum : DMD (Dubai Municipality Datum)
4 - Benchmarks/Control Stations The Control Stations issued by Dubai Municipality do not exist and are provided only to process our request. We have used the following Control Stations at site:
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Site Survey 125
5 - Topographical Contours
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
126
Seismic Zoning Parameters
The local seismic activity of UAE is very low. Historically there were no reports or indication of any destructive earthquake in the country. Most of the events located in southern part of Iran along the plate boundary. Dubai is spread across an area rated by geologists as Zone 0, meaning there is absolutely no risk of seismic activity in the area because there are no fault lines.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Seismic Zoning Parameters 127
The seismic code was modified following a number of meetings with specialists, which resulted in modifying the code so that buildings are divided into two categories: zones 2A and 2B. Under the previous seismic code, there was only zone 2A. According to the new regulations, zone 2A covers buildings that have between five to 10 floors, and should withstand tremors up to 5.5 on the Richter scale. Zone 2B covers buildings that have more than 10 floors and are now required to withstand tremors up to 5.9 on the Richter scale. New buildings in the emirate of 10 floors or more will be built to withstand forces created by an earthquake of up to a magnitude of 5.9 The municipality has announced that buildings taller than 10 floors - as well as schools and hospitals - should be built to withstand quakes between 5.5 and 5.9 (Zone 2B). Buildings with between four and 10 floors will still be designed for Zone 2A.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
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Climate & Environmental Data The statistical data on climate and environment is considered one of the important statistics in the Emirate of Dubai through which we can identify the weather and environmental issues such as average temperatures, humidity, and green and cultivated areas. We can also recognize some measures of air pollution, public and hazardous waste, and health services through these statistical data. The importance of databases on weather conditions is evidenced by its effects on tourism and agriculture, whereas environmental databases are important in the provision of clean air to preserve the health of the society, and the provision of an advanced network to monitor air quality for better accuracy and coverage to limit the exposure of the public to any type of air pollution. Climate Dubai has a hot desert climate. Summers in Dubai are extremely hot, windy, and humid, with an average high around 41 째C (106 째F) and overnight lows around 30 째C (86 째F) in the hottest month, August. Most days are sunny throughout the year.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
129
Traffic Flow Diagram
Traffic Flow Map
Public Transportation Facilities
Plot Bus Route Metro Route Bus stations
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
130
Transportation Site Circulations & Access plans
BANQUET DROP-OFF
MALL ENTRANCE
HOTEL DROP-OFF
SERVICE ENTRANCE
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Transportation 131
Public Right of Way & Utility Corridor - Cross Section
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Transportation 132
Public Right of Way & Utility Corridor - Cross Section
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Utilities 133
Utility Plans
Potable Water & Fire Fighting
HV/MV/LV Electrical
WARNING
ELECTRICITY NETWORK LEGEND CABLES !!!!! !!!!! !!!!! X
!!!! !!!! !!!!
X
!!! !!! !!!
X
Conduit System 400kV, In Service 400kV, Proposed 400kV, Cancelled 400kV, (PILOT/FO) 400kV, O/H LINE 132kV, In Service 132kV, Proposed 132kV, Cancelled 132kV, (PILOT/FO) 132kV, O/H LINE 33kV, In Service 33kV, Proposed 33kV, Cancelled 33kV, (PILOT/FO) 33kV, O/H LINE
!! !! !!
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!! !! !!
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! ! !
X
11kV, In Service 11kV, Proposed 11kV, Cancelled 11kV, (PILOT/FO) 11kV, O/H LINE 6.6kV, In Service 6.6kV, Proposed 6.6kV, Cancelled 6.6kV, (PILOT/FO) 6.6kV, O/H LINE 400 V, In Service 400 V, Proposed 400 V, Cancelled 400 V, (PILOT/FO) 400 V, O/H LINE
ELECTRIC UNDERGROUND CABLES (REFER FOR REPRESENTATION) ARE SHOWN AT APPROXIMATE LOCATIONS ON THIS DOCUMENT. IT IS LIKELY THAT ELECTRIC CABLES ARE PASSING THROUGH THE PROPOSED WORKING AREA. IT IS THE RESPONSIBILITY OF CONTRACTOR TO LOCATE DEWA ELECTRIC CABLES BY EXCAVATION USING HAND SHOVEL ONLY. PRIOR TO COMMENCEMENT OF ANY EXCAVATION/DRILLING WORK IN THE VICINITY OF THE PROPOSED WORK AREA, PLEASE INFORM DEWA (ED) BY (TEL: 04-398-7106 FAX: 04-398-4754) 48 WORKING HOURS PRIOR TO COMMENCEMENT OF WORK TO DEPUTE DEWA-SUPERVISOR TO SHOW ELECTRIC CABLES IN WORK AREA/PLOT. DEWA WILL NOT BE RESPONSIBLE FOR ACCIDENT CAUSED DUE TO ELECTRIC CABLES IN THIS AREA. CHARGES WILL BE MADE TO THE CONTRACTOR FOR ANY DAMAGE TO DEWA PROPERTY AS PER ACT (2) 1994 OF DUBAI GOVERNMENT. PLEASE REFER CAREFULLY TO ALL THE NOTES & CONDITIONS INCLUDING "SAFETY PREACAUTIONS AND CONDITIONS TO BE OBSERVED" NOTES ON THE REVERSE OF THIS DOCUMENT OR ATTACHMENTS. "ENSURE THIS DOCUMENT IS AVAILABLE WITH SITE PERSONNEL AT ALL TIMES"
In Service Proposed
ElectricStation In Service Proposed Cancelled ESS Station Site DM_Station
M N N X
Service Points NOTES:
In Service Proposed Cancelled PLEASE REFER TO SAFETY PRECAUTIONS & CONDITIONS ATTACHED THIS NOC PERMITS TO WORK WITHIN THE PLOT LIMIT ONLY
DUBAI ELECTRICITY & WATER AUTHORITY ELECTRICITY DIVISION P.O.BOX 564, DUBAI, U.A.E. Tel: 04-324-4444 Fax: 04-324-0801 http://www.dewa.gov.ae
NOC NO : WEB REF. : OWNER : PLOT NO :
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
SCALE 1 : DATE OF RECEIVED : DATE OF ISSUE : VALIDITY: 6 MONTHS ONLY FROM THE DATE OF ISSUE
/
SHEET NO : DESIGNED BY : PREPARED BY : CHECKED BY : APPROVED BY :
CONSULTANT/CONTRACTOR :
A1
Utilities 134
Feeders Location
133/2 502,054.544, 2,797,646.757 502,041.624, 2,797,646.617
133/4
501,963.029, 2,797,566.165 501,963.068, 2,797,553.122
133/1 133/4
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Main Feeders Feeders on Site
Utilities 135
Sewer Utility Plan
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Storm Water System
Utilities 136
Telecom Network
Irrigation Plan
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Utilities 137
Street Lights - Height (M)
Street Lights - Types
16
16
6
6
16
10
16
8 8
10
10
8
8
8
8
8
Normal
Normal
10
16
25
25
16
8 8
8
8
8
8
Mid-Hinge
8
8
16
16
25
16
16
8
8
8
16
16
16
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
25
25
Normal Normal
Normal
Normal Normal
25
Normal
501,963.029, 2,797,566.165 501,963.068, 2,797,553.122
Normal
Normal
Mid-Hinge
Mid-Hinge
Mid-Hinge
Mid-Hinge
Mid-Hinge
Normal
25
Normal
Normal
Normal
Normal
Normal
Normal
25
Mid-Hinge
Normal
Normal
Normal
25
Mid-Hinge
Normal
Normal
Normal
Normal
Normal
Mid-Hinge
Normal
Normal
502,054.544, 2,797,646.757 502,041.624, 2,797,646.617
Normal
Normal
25
25
25
Normal
Normal
Mid-Hinge
Normal
Normal
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Normal
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25
Normal
8
8
Normal
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Normal
Mid-Hinge Mid-Hinge
Normal
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Normal
25
8
Normal
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8
8
Mid-Hinge Mid-Hinge
501,963.029, 2,797,566.165 501,963.068, 2,797,553.122
8
Mid-Hinge
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10
10
8
8
10
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10
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16
10
10
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8
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8
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25
10
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8
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16
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12
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CON-15297
Al Mamzar Park Hotel Al Mamzar, Dubai, U.A.E. Structure Concept Design Report Rev 01
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
139
Content CONTENTS
1. Introduction 1.1. The site
2. Structural Design Criteria 2.1.
Building Design Life
2.2.
Design Codes Standard and References
2.3.
Design Loads
2.4.
Wind Loads
2.5.
Seismic Loads
2.6.
Vehicle Impact Loading
2.7.
Earth and Groundwater Pressure
2.8.
Design Load Combinations
2.9.
P-Delta Effect
2.10. Material Properties 2.11. Structural Steelwork 2.12. Post- Tensioned Slab 2.13. Performance Requirements 3. Wind and Dynamic considerations 3.1. Assumptions 3.2. Dynamic Response of the Building 3.3. Acceleration Predictions 3.4. Limiting Acceleration Criteria 4. Foundations 4.1. Design considerations 4.2. Dewatering 5. Structural Systems 5.1. General Description of Buildings 5.2. Floor Systems 5.3. Design of Movement of Joints 5.4. Lateral stability 5.5. Vertical Structure 5.6. Preliminary Member Sizes 5.7. Shoring System 5.8. Influence of Adjacent Buildings 5.9. Computer Modeling Methodology
AL Mamzar Park Hotel Structural Engineering (Concept Design) Report Rev. 1 CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Page 2 of 37
140
Structure Concept Design Report 1.0
Introduction
Al Mamzar Park Hotel project will be used for various purposes including commercial, recreational, shopping, residential and business gatherings.
Buildings are modular in footprint ranging from 4 to 14 stories.
1.1
The Site The project is located at Al Mamzar, Dubai. The location of the site is shown in Figure 1.
Fig. 1 Project Location
Structure consists of 2 basements for parking, Ground + 2 floors for commercial & shopping centers, Hotel Banquet hall, office etc in podium. Above Podium roof level, the tower is raised up to 13 stories for hotel & residential services.
A number of generic structural systems were examined in order to determine the most suitable structural option(s) for this development based on the following criteria:
Safety. Ensure cost effectiveness. Compatibility with the design intent. Ease of service passage. Buildable Speed of construction. Utilizing locally available materials, products and skills. Meeting fire resistive requirements.
This report presents the findings and the recommendations at a Concept Design (Structural Engineering) level.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Project Site
Structure Concept Design Report 141
2.0
Structural Design Criteria
The selection of construction materials is based on the architectural design constraints and conditions, proposed structural systems, the relative cost of materials and construction issues.
The following sections describe the structural design criteria for the Concept Design stage. The design criteria may be adjusted in the future to reflect changes as the design develops. 2.1
Reinforced concrete will be the predominant construction material for this development as the main structural system is RC frame structure for the numerous multi-story residential buildings that comprise the bulk of the overall construction. The various systems are described in detail in the relevant sections of this report.
Building Design life The design life in terms of building durability is assumed 50 years.
2.2
Design Codes Standard and References: Conin Used Etabs Ver 9.7.4 and The Latest Code as per this Etabs version as per the Following: 2.2.1 General Loading ASCE 7-05: American Society of Civil Engineers 7-05; 2.2.2
2.2.3
2.2.4
2.2.5
2.2.6
2.3
2.3.3
Superimposed Dead Load and Live Load
Wind Loads ASCE 7-05: American Society of Civil Engineers 7-05 Seismic Load UBC: Uniform Building Code 1997 (As per DM Regulation) Concrete Design ACI318-08: Structural Use of Concrete
Soil Investigation Report Reference: DS/18992.
Design Loads 2.3.1
Gravity Loads Gravity loads are derived from ASCE 7-05 is listed below and will be used for the development of the structural scheme.
2.3.2
Material
Density (kN/m3)
Steel
78.50
Plain Concrete
22.00
Reinforced Concrete
25.00
Fresh Concrete
26.00
Soil for Fill and Backfill
19.00
Water
10.00
Structural Engineering (Concept Design) Report Rev. 1
Partitions
Live Load (LL) (KPa)
Stair
2.50
0.50
-
4.80
Lift lobby/corridor/main entrance
2.50
0.50
3.00***
4.80
Service room (MEP)
2.00
0.50
3.00***
7.50
Terrace
2.50
0.50
1.50
4.80
Car park (including curb)
1.00
0.50
-
3.50
Water tank
3.00
0.50
-
10.00**
20.00*
0.50
-
5.00
Drive way/ramp/load & unload
1.00
0.50
-
5.00
Store rooms
2.00
0.50
3.00***
6.00
Retail
2.00
0.50
3.00***
5.00
Arcade/walkway/main lobby
2.00
0.50
-
5.00
Substation & LV room
4.50
0.50
-
10.00
Residential
2.00
0.50
3.00***
2.00
Toilet & kitchen
3.00
0.50
3.00***
2.00
Swimming pool deck
2.00
0.50
-
5.00
Roof
3.5
0.50
-
5.00****
*1m deep soil assumed ** 1m deep water assumed *** To be calculated and confirmed ****In addition to that, actual machinery loads to be considered
Construction Materials
AL Mamzar Park Hotel
Services & Ceiling
Landscaped areas
Steel Design AISC 360-05: American Institute of steel construction.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Superimposed Dead Loads (SDL) (KPa) Finishes
Floor Usage
Notes: Finishes: Tiles, raised floor, screed, etc. (subject to the detailed architectural arrangement)
Services: Services above and below floors and contained in the ceiling void below.
Wall partition (for internal and exterior wall): Wall density is assumed 16kN/m3.
MEP Loads: Final MEP equipment loads to be considered after finalizing the MEP design.
Page 5 of 37
AL Mamzar Park Hotel
Structural Engineering (Concept Design) Report Rev. 1
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Structure Concept Design Report 142
2.3.4
Railings and Guardrails The structure will be designed for loads transmitted from railings and guardrails in accordance with loads given in ASCE 7-05:
2.6
Equivalent Static Force Procedure
For all public and vehicular areas the loading for parapets, barriers and balustrades will be:
2.6.1
A point load applied horizontal force F = 26.70 kN
Design Base Shear "V" = Cv * I * W / RT But not larger than "V" = 2.50Ca * I * W / R And not less than "V" = 0.11Ca * I * W Drift Limitation (CL 1630.10.2 of UBC 1997) requires that:
For any private and residential areas, balconies, stairs, landing, corridors, ramps, the applied load will be: Horizontal uniformly distributed line load qh = 0.73 kN/m A point load applied horizontal force F = 0.89 kN
Where: ∆M = Maximum Inelastic Response Displacement = 0.70 R∆S ∆s = Design Level Response Displacement h = Storey Height
The loads above are considered as three separate load cases and will not be combined with other live loads. 2.4
Wind Loading
Value
Basic 3-Second Gust Wind Speed
Vertical Component of Seismic Loads As per UBC 1997; CL 1630.1.1
Reference
E = ρ Eh + Ev
45 m/sec
Ev = 0.50Ca ID
Exposure Category
C
Important Factor
1
ASCE 7-05 Table 6-1
Directionality Factor
0.85
ASCE 7-05 Table 6-4
Topographic Factor, Kzt
1.00
ASCE 7-05 Table 6-4
Windward coefficient, Cp
0.8
the horizontal component Eh and the vertical component Ev
Leeward coefficient, Cp
0.5
Ev = the vertical component of the earthquake ground motion and is equal to an addition
Sidewalls co efficient, Cp
0.7
Loading Case
All Cases
Gust Factor
2.5
2.6.2
Wind Loads Wind loading is based on ASCE 7-05 with the following data:
∆M ≤ 0.020h for T≥0.70 second ∆M ≤ 0.025h for T<0.70 second
Where: E = the earthquake load on an element of the structural resulting from the combination of
of 0.50Ca ID to the dead load effect
ASCE 7-05 (Fig. 9-6)
ρ= Reliability / Redundancy Factor as given by the following formula:
To be calculated
Seismic Load UBC 1997 will be adopted in the derivation of the seismic load. The design parameters adopted at the scheme design are listed below: Seismic Loading
Value
UBC Zone
0.20
Table 16-I
Soil Profile Type
SC
Table 16-J
Importance Factor (I)
1.0
Table 16-K
Response Modification Coefficient (R)
4.5
Table 16-N
Damping Ratio
0.05
Temperature effects on the building sections will be considered for a range of temperatures. UAE temperatures average between 25-50 Degrees C. Temperatures at Dubai have been recorded at 51 degrees C (124 degrees F). All concrete structures will be designed to safely withstand this range. The following temperature differences for shortening or expanding of materials will be taken considered in the design: Substructures: ∆T = Temperature 10°C Super structures: ∆T = Temperature 20° C - Ref. As per DM Regulations.
And AL Mamzar Park Hotel
2.7 Thermal Variation
Reference
2B
Seismic Zone factor
ρ = 2 – 6.10 / rmax √ AB
Ca= 0.24. Cv= 0.32. Structural Engineering (Concept Design) Report Rev. 1
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
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AL Mamzar Park Hotel
Structural Engineering (Concept Design) Report Rev. 1
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Structure Concept Design Report 143
2.8 Earth and Groundwater Pressure
2.10
Earth and groundwater pressure will act on the basement walls towards any basement structures. The forces will be derived based on the following design parameters. 2.8.1
Earth Pressure Based on local soil lab recommendations, values to be considered as the Following: Unit weight of dry soil: 19kN/m³ (15 to 20 as per Soil report). Unit weight of saturated soil: 21kN/m³ (16 to 21 as per Soil report). Coefficient of active lateral pressure Ka = 0.35 (0.18 to 0.36 as per Soil Report). Coefficient of lateral pressure at rest K0 = 0.5 (0.31 to 0.53 as per Soil Report). Surcharge: 5kPa for footpaths isolated from roads, cycle tracks and play areas and 10kPa for service roads, 20kpa for Road or Sikka.
2.8.2
Groundwater Pressure Unit Weight of Groundwater Water: 10.0 kN/m³
2.8.3
Design Groundwater Level As per the soil investigation report ground water is encountered at a depth ranging from 4.1 – 4.6m below investigated ground level, (-0.9 DMD to -1.3 DMD)
P-Delta Effect Where second order effect exceeds 10 % of the original load effects, P-Delta effect shall be incorporated into the design and analysis by the following approaches:
2.11
Activation of P-delta analysis in the dynamic analysis model
Material Properties 2.11.1 Reinforcement All reinforcement will be either hot rolled high tensile steel deformed bars denoted by T or mild steel denoted by R. To BS 8666 & BS 5950:
fy High yield steel: 460 N/mm² fy Mild steel: 250 N/mm²
2.11.2 Concrete 2.9
Design Load Combinations The load combinations are to follow the ACI 318-05, and ASCE_7-05 only the most critical combinations for serviceability and ultimate design limit states are presented. Combinations of loads for Ultimate Limit State (According to ACI 318-08, ASCE_7-05): Combination U1: 1.4 (D + F) Combination U2: 1.2 (D + F + T) + 1.6 (L + H) + 0.5 (L r or R) Combination U3: 1.2 D + 1.6 (L r or R) + (f1 L or 0.8W) Combination U4: 1.2 D + 1.6 W+ f1 L + 0.5 (L r or R) Combination U5: 1.2 D + 1.0 E + f1 L + f2 S Combination U6: 0.9 D + 1.6 W+ 1.6 H Combination U7: 0.9 D + 1.0 E+ 1.6 H Where: f1 = 1 for floors in places of public assembly, for live loads in excess of 100 lb/ft2 (4.79 kN/m2), and for parking garage live load; 0.5 for other live loads. f2 = 0.7 for roof configurations (such as saw tooth) that do not shed snow off the structure; 0.2 for other roof configurations. Combinations of loads for Serviceability Limit State (SLS) (As per ACI 318-08, SBC 301-2007): Combination S1: D + F Combination S2: D + H + F + L + T Combination S3: D + H + F + (L r or R) Combination S4: D + H + F + 0.75 (L + T) + 0.75 (L r or R) Combination S5: D + H + F + (W or 0.7 E) Combination S6: D + H + F + 0.75 (W or 0.7 E) + 0.75 L + 0.75 (L r or R) Combination S7: 0.6 D + W + H Combination S8: 0.6 D + 0.7 E + H
Concrete will be designed mix of grade as shown on the following table in accordance with ACI 318; maximum aggregate size will be 20 mm.
Concrete Grades (N/mm2) Structures
Basement and Buildings Foundation Water Retaining Structures
Elements
Cube Strength
Cylinder Strength
Columns, Core Walls
50/60
40/48
Floor Structures (PT/ Precast)
40/45
32/36
Pile cap Foundations
40/45
32/36
Raft Foundations
40/45
32/36
Basement Walls and Slabs, Roof Slabs, Ground Floor Slabs and Water Tanks
50/60 (Watertight)
40/48 (Watertight)
2.11.3 Concrete Design Parameters in accordance with ACI 318:
Unit Weight: Thermal Coefficient: Shrinkage Strain: Poisson Ratio:
2400kg/m³ 9 x 10-6 /°C 150x10-6 0.2
Refer specification for limits of chloride & water permeability
For stability conditions, the minimum factor of safety for overturning and sliding will be 1.50 AL Mamzar Park Hotel
Structural Engineering (Concept Design) Report Rev. 1
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
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AL Mamzar Park Hotel
Structural Engineering (Concept Design) Report Rev. 1
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Structure Concept Design Report 144
2.13 2.11.4 Cover
Performance Requirements 2.13.1 Deflection of Floors
In accordance with ACI 318, concrete cover to all reinforcement will be: Condition
Cover (mm)
Concrete cast in water
100
Concrete cast against & permanently exposed to earth (Foundation, Raft etc.)
75
Concrete cast against formed surface & permanently exposed to earth / weather
50
Concrete cast horizontally against waterproof membrane
50
Concrete retaining structures and retaining walls
50
Concrete not exposed to earth or weather (2hr FRP)
Slabs
25
Beams Beams at basement
30 40
Columns
35
Walls Basement Wall Inside Basement Wall Outside Stairs
With reference to ACI318, the reinforced concrete floors will be designed for the following deflection limits: Limit
Any structural elements
(L/240)*
* The limits mentioned here include long term deflection. Notes:
The total maximum imposed load deflection for a structural bay will be that due to the accumulation of deflections for the structural components (i.e. slab deflection, plus primary beam deflection plus secondary beam deflection).
30 40 75
25
Any full height internal partitions must be designed to accommodate these movements. The deflection limit for structural elements supporting superimposed dead load (such as cladding) + Live load will be limited to L/480 The deflection due to self-weight of the floor structure is assumed pre-cambered
2.11.5 Fire Rating
In accordance with ACI 318, concrete cover to all reinforcement will be
2.13.2 Crack width limit
a) The type of external walls are acc thermalite blocks with fire rating not less than 4 hrs b) The type of internal walls are hollow blocks with fire rating not less than 2 hrs c) Fire rating & nominal cover for reinforcement concrete to be as per the following
Crack width to be limited to 0.2mm for Basement, Retaining wall & Water tank. 2.13.3 Lateral Stability System
table
Type
Limit
Fire Resistance (hrs)
Cover (mm)
Top Deflection
H/500
WALLS
3
30
Inter-Story Drift ( Wind )
h/500
COLUMNS
3
35
BEAMS
2
40
SLABS
2
25
Member
2.12
Member Type
Where H denotes overall building height, h denote floor-to-floor height. The limits apply to the 50-year design wind event. 2.13.4 Foundation & Basement
Structural Steelwork Steel structure and other composite steel construction will be designed in accordance with American Institute of steel construction AISC 360-05 LRFD.
AL Mamzar Park Hotel
Unit Weight: Modulus of Elasticity: Thermal Coefficient: Grade of steel: Grade of Bolts: Electrode of weld:
The maximum allowable movement on the top surface of the cap to avoid damage of any nonstructure element:
Condition
Limit
Vertical Settlement (mm)
25
Angular Distortion
1/500
7850 kg/m³ 205 GPa 12 x 10-6 /°C S275 (min) 8.8 Gr. (min) E70XX
Structural Engineering (Concept Design) Report Rev. 1
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
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AL Mamzar Park Hotel
Structural Engineering (Concept Design) Report Rev. 1
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Structure Concept Design Report 145
3.0
Wind and Dynamic Considerations
3.1
Assumptions
Foundations
4.1
Design Considerations Soil Investigation Report – DS/18992
The dynamic mass for wind analysis model is based on 100% dead load (self-weight plus superimposed dead loads). 3.2
4.0
Dynamic Response of Building
Type of foundation as recommended on soil investigation (after receipt of soil report) results according to the nature and loads of the proposed structures, the below systems could be used for the foundation:
The dynamic response of tall building to the gustiness of the wind and to earthquake loading can be significant and can affect strength and serviceability requirements. 3.3
Option1: Deep foundation where bored piles are used to support cores, walls, and columns. Isolated pile caps are used according to vertical elements distribution. The total expected settlement is of piles is considered as 10% of the pile dia as preliminary as described in soil report.
Option2: Raft foundation where it is used to support cores, walls, and columns. Base pressures are checked according to vertical elements distribution. The total expected settlement is of raft will be considered as 25-50 mm as preliminary as described in standard and regulations.
As per the Soil report the Soil bearing Capacity is 400 KN/m2 at -6.30 m DMD, while the expected excavation level can be -5.90 m DMD if the Raft thickness will be 1800 mm, to avoid backfilling we need to increase the height of basement or to request for addendum from soil lab, the last decision of foundation system will be taken place after completing Etabs 3D Model and Safe foundation Model only.
Acceleration Predictions A desktop study will be conducted for prediction of the accelerations at the top occupied floor of the multi-story buildings. The desktop study will use international wind code(s). This represents one of the most detailed and reliable means of acceleration prediction in the absence of wind tunnel test data. The mass of the building includes self-weight, facade loading, partition. This combined with the building stiffness characteristics of the multi-story buildings will be used to determine the predicted accelerations.
3.4
Limiting Acceleration Criteria In the design of tall buildings, it is necessary to avoid building movements that will cause the occupants to feel discomfort during windstorms. These movements are usually described in terms of acceleration, as this is the primary component of motion, which is felt.
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4.2
Dewatering As per soil report the water table is encountered at -0.90m DMD and the level of excavation of foundation is approximately -5.30m DMD. The pressure of water will be up to 5 to 6m. Hence dewatering should be carried out up to the completion of sub-structure, Gr slab should be casted.
5.0
Structural Systems
5.1
Building Descriptions Al Mamzar Park Hotel comprises, for a number of uses. From an overall structural engineering perspective, the design of the structural systems will be the same for all multi-story buildings due to the linearity, uniformity and repetition of base modules. Figure 3 shows the Al Mamzar Park Hotel perspective view.
Fig. 4 Basement Plan
Fig. 3 Al Mamzar Park Hotel perspective view
Fig. 5 Ground Floor Plan
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Item
OPTION 1
OPTION 2
OPTION 3
In-situ R.C Beam
Post-tensioned
Precast Hollow core
Slab system
R.C slab
Slab
Structural Depth of floor structure
280
240
260 + 50mm Topping
Clear head
3120
3160
3140
5.2.1.1 Floor Scheme Comparison Item
Economy
OPTION 1
OPTION 2
OPTION 3
In-situ R.C Beam
Post-tensioned R.C
Precast Hollow Core
Slab system
slab
slab
xxx
xx
x
Lowest material
Higher initial cost
cost
Fig 6 Third Floor Plan
5.2
Simplicity/ease of
xxx
xx
x
construction
conventional
Required Specialist
Required Specialist
construction
contractor
contractor & skilled
Floor Systems 5.2.1
labors
A number of feasible floor schemes were studied for possible adoption in various building types based on the following criteria:
Optimized economy - cost vs. time. Maximized clear unobstructed floor space. Simplicity and repetition of elements. Minimized depth of structure / services sandwich. Minimized self-weight. Satisfactory integration with raised floor system. Ease of construction. Flexibility for changes in floor layout and future openings Adequate robustness.
Weight /loads on
xx
x
xx
Cycle time
7-15 days
5-7 days
As per Specialist
Crane
xxx
xxx
x
foundation
Requirement
Need of crane is very essential
formwork
x
xx
x xx
System formwork may be adopted Fire proofing and
xxx
xxx
xxx
corrosion
not required
not required
not required
protection
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5.2.2
e. Advantages: Higher structural efficiency due to larger structural depth of beams. Less reinforcement is required. Lighter construction desirable for vertical elements. Adaptable to floor openings and pits before and after construction through the provision of trimming beams. Thinner slab could be adopted due to reduction of span length. Service openings through beams or hunched beam can be adopted upon coordination to increase flexibility for service routings under slab. No ordering period and thus highly flexible to accommodate late changes. Concrete has its own built-in fire resistance. No additional board or sprayed protection is required. Low material costs. Labor skill requirements are low. Flexible for future addition & alteration works by individual tenants. Minimal future maintenance works will be required.
Post-Tensioned Flat Slab System a. Multi-story buildings Item Design Load
Residential Apartments As shown in section 2
Total building height & no. of floors Floor to floor height
Varies: G+3/13 3400(Typ)/5100(Gr) mm
Raised floor
Nil
Floor finishes
100 mm
The preferred structured floor system for all multi-story buildings will consist of 250/280mm thick in-situ Post-tensioned flat slab spanning two-way at 8/9m between Post-tensioned secondary beams of 800/900mm deep if required. The RC perimeter beams, which form part of the lateral stability system, are supported by the perimeter columns. Pour strip to be provided around core wall
f.
Disadvantages:
Note: The study results presented above are only applicable to typical floors. A further study will be required for non-typical floors with different plan shapes or different floor usages including the roof
b. Floor Loadings Floor loadings are resisted by the slabs through bending and shear, which in turn are supported by the beams. Similarly, the beams transfer the loadings into the supporting columns and walls, which transfer the loadings to the foundations.
5.2.3
Formwork is required. Construction time is slightly longer due to more formwork. Services generally routed under the beams which require larger structure/ MEP sandwich. Less ductility for earthquake resistance compared to steel floor system. Heavy self-weight results in larger element sizes for supporting columns and walls as well as higher requirements on foundation.
In-situ R.C. Beam-Slab System (Flat Slab) a. Multi-story buildings
The load path for this floor system is simple and allows great flexibility in planning of floor openings and late design changes. It is also flexible to future addition and alteration works by individual tenants (should this be allowed).
The proposed structural system consists of 300/360mm thick in-situ R.C. floor slab spanning two-way at 8/9m between R.C. secondary beams of 800/900mm deep. The R.C. perimeter beams, which form part of the lateral stability system, are supported by the perimeter columns. Floor loadings are resisted by the slabs through bending and shear, which in turn are supported by the Beams. Similarly, the beams transfer the loadings into the supporting columns and walls, which transfer the loadings to the foundations. The load path for this floor system is simple and allows great flexibility in planning of floor openings and late design changes. It is also flexible to future addition & alteration works by individual tenants. This construction method is the most economical in terms of material costs. The skills requirement for this conventional method is low also. Fire protection can be achieved by providing adequate concrete covers for the reinforcements in various are achieved by providing adequate concrete covers for the reinforcements in various
c. Cost In terms of material costs, this construction method is the most economical. The skills requirement for this conventional method is also low and readily available across the GCC region. d. Fire Protection Fire protection can be achieved by providing adequate concrete covers for the reinforcements in various are achieved by providing adequate concrete covers.
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a. Floor Loadings
b. Advantages
Heavy weight capacity, less reinforcement is required. Exceptional fire resistance, lower self-weight, Superior acoustic insulation and thermal properties, Cost-effective construction solution, Offers better designing flexibility to builders , Rapid speed of erection, moderate use of raw material, Highly effective for circulating fresh and warm air, Requires few construction site workers, offers preformed site services etc.
Floor loadings are resisted by the slabs through bending and shear, which in turn are supported by the beams. Similarly, the beams transfer the loadings into the supporting columns and walls, which transfer the loadings to the foundations. The load path for this floor system is simple and allows great flexibility in planning of floor openings and late design changes. It is also flexible to future addition and alteration works by individual tenants (should this be allowed).
Less self-weight results in lower element sizes for supporting elements
b. Cost
c. Disadvantages 5.2.4
In terms of material costs, this construction method the skills requirement for this conventional method is high. Special consultant & contractor is required.
Formwork is required. Due to ordering period not flexible to accommodate late changes. High installation cost. Labor skills requirement are high. Less ductility for earthquake resistance compared to other floor system.
c. Fire Protection Fire protection can be achieved by providing adequate concrete covers for the reinforcements in various are achieved by providing adequate concrete covers.
Precast Structural Hollow Core Slab System d. Advantages of using the Precast hollow core slab and beam system: The preferred precast structural floor system for all multi-story buildings will consist of slab spanning one-way either between precast beams or precast walls.
Heavy weight capacity, less reinforcement is required. Exceptional fire resistance, lower self-weight, Superior acoustic insulation and thermal properties, Cost-effective construction solution, Offers better designing flexibility to builders , Rapid speed of erection, moderate use of raw material, Highly effective for circulating fresh and warm air, Requires few construction site workers, offers preformed site services etc.
Less self-weight results in lower element sizes for supporting elements Form work is not required
e. Disadvantages of using the Precast hollow core slab and beam system:
Fig.5 Hollow Core Slab system
Note: The study results presented above are only applicable to typical floors. A further study will be required for non-typical floors with different plan shapes or different floor usages including the roof.
Crane is required. Due to ordering period not flexible to accommodate late changes. High installation cost. Labor skills requirement are high. Less ductility for earthquake resistance compared to other floor system.
5.2.5 Recommendations
Imp. Note: All precast structural framing design carried out by precast consultant to be submitted for CONIN review & approval.
It is recommended to provide cast-in-situ flat slabs at basement floors and posttensioned slabs at typical floors.
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5.3
Design of Movement Joints
5.3.1
A proposal for feasible expansion joint provision, two options were studied as described below.
Option-1 AutoCAD File showing location of Horizontal & Vertical Expansion Joints. In this arrangement Thermal Variation loads are not required.
Option-1 SAFE file Park showing the additional required for podium with basic mesh CON 15297 - Al Mamzar Hotel, Dubai,bars U.A.E. of 12@150 (Layer A Bottom Reinf.) – Max. Additional 8Nos-T16 Per 2m strip. Concept Design Report (Rev 01) AL Mamzar Park Hotel
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Option-1 SAFE file showing the additional bars required for podium with basic mesh of 12@150 (Layer A Top Reinf.) – Max. Additional 10Nos-T16 per 2m strip
Option-1 SAFE file showing the additional bars required for podium with basic mesh of 12@150 (Layer A Top Reinf.) – Max. Additional 10Nos-T16 per 2m strip
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Option-1 SAFE file showing the additional bars required for podium with basic mesh of 12@150 (Layer B Bottom Reinf.) – Max. Additional 6Nos-T16 Per 2m strip.
Option-1 SAFE file showing the additional bars required for podium with basic mesh of 12@150 (Layer B Bottom Reinf.) – Max. Additional 6Nos-T16 Per 2m strip.
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Option-1 SAFE file showing the additional bars required for Podium with basic mesh of 12@150 (Layer B Top Reinf.) – Max. Additional 18Nos-T20 Per 2m strip.
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Option-2 AutoCAD File showing location of Vertical Expansion Joints only. In this arrangement Thermal Variation loads are required in first two parts. Option-2 AutoCAD File showing location of Vertical Expansion Joints only. In this arrangement Thermal Variation loads are required in first two parts.
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ď&#x201A;ˇ
Option-2 SAFE file showing the additional bars required for Podium with basic mesh of 12@150 (Layer A Bottom Reinf.) Per 2m strip.
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Option-2 SAFE file showing the additional bars required for podium with basic mesh of 12@150 (Layer A Top Reinf.) Per 2m strip.
Option-2 SAFE file showing the additional bars required for podium with basic mesh of 12@150 (Layer B Bottom Reinf.) Per 2m strip.
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Option-2 SAFE file showing the additional bars required for podium with basic mesh of 12@150 (Layer B Top Reinf.) Per 2m strip.
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5.3.2 Recommendations Option-1 is recommended, since with thermal variation loads as considered in option-2 requires more reinforcement steel & section sizes. Also thermal will have impact on vertical element’s, to be confirmed after building 3D Etabs Model. AL Mamzar Park Hotel
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5.4 Lateral Stability 5.4.1
5.6 Initial Member Sizes
General Description
Multi-story buildings: The lateral load supporting system depends mainly on the RC cores around stair cases and lifts.
Member
Type
Size
Remarks
Basement Wall
Concrete, Cantilever
300mm Thick
To be confirmed with SD
(300 to 400) X (900 to
To be confirmed with SD
Retaining Wall 5.4.2
General Parameters and assumptions
Column at podium
All design parameters will be based on the standards and loadings stated in section 2 of this report.
All comparisons assumed the stability models will be built on raft foundation (multistory buildings) and isolated/pad foundations (single-story buildings). The short term modulus for the concrete will be used for the relevant concrete grade based on the gross cross sectional properties of the section. In the model, no enhanced value for Ec has been used.
General Description
Core walls at
Concrete
300 to 400mm
Concrete
(400 to 600) X (2000 to
podium Column at Tower
To be confirmed with SD
3000) Core Walls at
5.7
Vertical structural elements are the most important components of a building structure. They provide support to gravity load such as self-weight of the buildings and applied floor loads through axial compression. Perimeter columns also work with perimeter beams to form the perimeter frame to resist lateral load due to wind and seismic effects through bending and push-pull actions. 5.5.2
1200)
Concrete
400 to 600mm Thick
To be confirmed with SD
Tower
5.5 Vertical Structure 5.5.1
Concrete
Shoring System 5.7.1
Design Considerations The project site consists of two basement. The anticipated excavation depth is about 8m below ground. Considering the depth of excavation and the geological condition of the ground, it is
Column System
considered that cast-in-situ wall would be a suitable earth retaining structure to act as
Columns are studied according to typical layout plans. It is assumed that in-situ RC two-way flat slab and beam system will be used for resisting gravity loads for the multi-story therefore a reinforced concrete column (RCC) system is recommended for these buildings.
temporary walls as well as to provide an effective hydraulic cut-off to control groundwater seepage. If the wall is designed as temporary wall the following should be noted in the design: 1.Adequacy of support to resist the lateral pressures imposed during excavation and after construction including lateral soil pressure, groundwater pressure and surcharge; 2. Adequacy of toe penetration of the wall to guard against toe kicking; 3. Minimization of lateral wall deflection and the associated ground movements due to excavation and groundwater drawdown.
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5.7.2
Secant pile walls
5.7.5
Recommendation:
Secant pile walls are formed by a series of interlocking drilled shafts used primarily where
Both the schemes are preferable as the performances of the two schemes are similar if they
There is a high water tables or adverse ground conditions (see figure 4.3). Secant walls can be
are used as temporary retaining wall. On the feasible side secant bored pile wall with
used to form a continuous nearly watertight wall. The typical diameter of secant bored pile wall
anchor as shoring system requires NOC’s which need lengthy time process and hence
generally ranges from 0.6m to 1.2m. Secant pile walls are constructed so the piles overlap each
Conin Recommends secant bored pile wall as shoring system also where there is enough
other. The common practice is to alternate the placement of the piles along the wall alignment,
space within the plot limit so that it can be cantilevered.
leaving a space of less than the diameter of the intermediate pile. The exact spacing depends on construction Tolerances.
5.8
Influence of Adjacent Buildings 5.8.1
Surcharge The surcharge loads for the existing buildings will be taken into consideration for the
Figure 5.5.3 5.7.3
shoring design as per DM regulations.
Secant pile walls with Anchor. It is as same as Secant pile walls, additionally it is anchored by stay which is embedded firm into the soil. NOC should be obtained from RTA, Dubai.
5.7.4
5.9
Computer Modeling Methodology 5.9.1
ETABS Model
Option Comparison item
Option 1 – Secant Bored Pile Wall
Option 2 – Secant Bored Pile Wall with anchor
Slabs to be modeled as shell elements
Shear walls to be modeled as shell elements and designed as piers.
Cores to be modeled as shell elements and designed as piers.
Coupling beams around core openings (e.g. above the doors) to be modeled as shell elements and designed as spandrels.
Groundwater cut-off. Construction
NOC
AL Mamzar Park Hotel
More Effective groundwater cut-off. Penetrate obstructions more easily.
More Effective groundwater cut-off Penetrate obstructions more easily.
Not Required.
NOC is required from RTA, Dubai for anchoring on Road side, Also prior approval should be obtained from the neighboring sides for anchoring
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Columns and walls to be modeled and designed by ETABS.
Semi-rigid diaphragms to be assigned to the slabs.
P-Delta effect and dynamic analysis to be considered.
Manual mesh to be prepared for slabs.
The model to be free of warnings.
All structural elements to be considered in the model.
ETABS model to exactly match the architectural drawings.
All elements to be shown in model exactly with the same dimensions and steel and properties as it shown on drawings.
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5.9.2
SAFE Model
Auto mesh with maximum 2m elements to be used.
Slabs deflection to be checked using long term analysis.
Properties of slab and materials to be assigned to the slabs and raft.
For raft analysis and design, piles are not to be used, supported on a spring presents the sub grade reaction of the soil
Slabs to be modeled as thin plates, raft as thick plates.
Design strips to be used in the design of slabs and raft.
Design loads of the raft to be imported directly from the final ETABS model, considering all load cases and combinations.
5.9.3
Punching on slabs and raft to be checked.
PROKON
Prokon could be used to design individual members and to double check ETABS output, but the main design of columns and shear walls will be done by ETABS.
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MEP Concept Design Report 1.0 General
2.0 Electrical and Mechanical Systems
1.1 Introduction
Following Electrical and Mechanical Systems are proposed.
Purpose: This report is prepared to outline the ‘Electrical and Mechanical Services’ proposed for the CON-15297 Al Mamzar Park Hotel project:
2.1
Air conditioning and Ventilation
• • • •
Central ventilation system. Smoke management system. Stairwell pressurization system. Car parking ventilation system.
2.2
Plumbing and Drainage
• • • •
Cold water services. Hot water services. Sewerage drainage system. Storm water drainage system.
•
2B+G+14 Floors+ Roof on Plot No. 1340985, Al Mamzar, Dubai.
1.2 Project Description The proposed project consists of Basements Services Floors, Main Building / Hotel, The floor utilization is as follows:
1.2.1 First & Second Basements Carparks, Laundry, Store rooms, Staff Facility Rooms.
1.2.2 Ground Floor (Main Building): Drop off Area, Hotel Lobby, Lobby Sitting Area, Main Kitchen, Retail units, Hotel Administration Offices, MEP Technical Rooms (Transformer, LV, Generator, MDF). Staff Facility &Toilets, Loading / Unloading, Coffee Shops. 1.2.3 First Floor (Main Building): Mall Management & Retails, Prayer Room, Restaurants. 1.2.4 Second Floor Administration Offices, Meeting Rooms, Banquet Halls, Kitchen. 1.2.5 Third Floor Restaurants, Landscaping / Fountains areas, Lockers / Changing Rooms, Swimming Pool, Pool Deck. 1.2.6 Typical Floors (4th-14th) Guest Rooms. 1.2.7 Roof Level Lift Machines Room, Upper Roof Deck
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2.3
Fire Fighting and Fire Detection System
2.4
LPG central Gas system
2.5
Electrical
• • • • • • • •
HV network. Low voltage electrical distribution. Lighting and power. Earthing system. Standby generator power distribution. Uninterrupted power supply system. Bus Bars for vertical distribution of power. Lightning protection system.
2.6
Low Current System.
• • • • • • • •
Telecommunication system. CCTV system. Public address and back ground music system. Door contact alarm and access control system. Hotel interactive TV system (HITV) & Video ON Demand (VOD). Audio / visual system. Integrated building management system. Guest room management system.
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2.7
Specific Energy Saving System
• • • • • •
Power factor correction capacitor banks across main distribution panels. Energy efficient lamps with electronic ballasts& LED Fittings. Heat recovery thermal wheel for fresh air handling Units. Chilled water pumps with variable frequency drive. Two port control valves for FCU’s and AHU’s. Insulated external walls and double glazing.
3.0
Air-Conditioning and Ventilation Services
3.1
Design Parameters
Design in general, shall be based on ASHRAE recommendations. (American Society for Heating, Refrigeration and Air conditioning Engineers). 3.1.1 Design Conditions External design temperature: 46 Degree C DB/29.4 degree C WB (summer) Internal design temperature: Hotel levels: 23 + 1 degree C DB (summer) winter heating is not provided. RH control shall be provided for certain designated areas like ball room, pre-function, conference room, entrance lobby. 50 10% Relative Humidity (RH). (RH is not controlled)
3.1.3 Lighting Load (for cooling load calculations) • • • • • • • • • • • • •
Hotel guest room: 20 W/ m² Offices: 30 W/m² Lift Lobby: 20 W/ m² Corridors: 20 W/ m² Service / storage room: 10 W/ m² Restaurant: 40 W/ m² Coffee shop: 40 W/ m² Reception: 40 W/ m² Commercial kitchen: 20 W/ m² Ball room: 70 W/ m² Conference room: 40 W/ m² Fitness area: 30 W/ m² Lobbies / Pre-function: 40 W/ m²
3.1.4 Equipment Load (Other Electric) • • • • •
Offices: 10 W/ m² Commercial kitchen: 300 W/ m² or as per equipment heat dissipation. MDF room: 5 KW GSM room: 5 KW Guest Room: 300 W / room
3.1.5 Margin of Safety
3.1.2 Occupancy level (for cooling load calculation only, based on ASHRAE recommendations)
•
• Hotel guest rooms : 2 persons / room. • Restaurant/ coffee shop: 1.5 m2 per person. • Reception: 2 m2 per person. • Office: 14 m² per person. • Ball room: 2 m2 per person. • Meeting room: 2 m2 per person. • Storage room: 1 person. • Lobbies / Pre-function area: 3.4 m2 per person. • Lift lobby: 2 persons / lift. • Corridor: 10 m2 per person. • Fitness area: 5 m2 per person. • Security: 2 persons. • Retail: 7 m2 per person • Services room: 1 person.
3.1.6 Ventilation
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Cooling load calculation: 10% on sensible Load 10% on latent load.
a. The estimated occupancy and associated outdoor air requirements for ventilation shall be in accordance with ASHRAE standard 62-2007.
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3.1.8 Fire Philosophy and Smoke Management. a.
A fire condition sensed through the fire annunciation panel shall signal the FAHU to switch off.
b. Fire dampers shall be positioned in all ductwork crossing firewalls, with the exception of smoke exhaust ducts. They shall be triggered from a fusible link connection cited in the damper. c. All staircases shall be pressurized via dedicated supply air fans to keep the staircases under positive pressure in case of fire. Pressure relief dampers (rated at 65pa as per NFPA standards) shall be provided to relieve the excess pressure to open the door easily. d. Typical floor corridors shall be provided with smoke management system to extract smoke and provide makeup air in case of fire via dedicated smoke extract duct risers connected to smoke extract. Smoke motorized dampers shall be provided at each floor level. The smoke extract fans shall be sized for smoke removal from two floors only. The motorized smoke damper on extract air ducts shall open, in the fire floor only via a signal from the fire alarm panel. While motorized damper on makeup duct shall be opened in floors above and below fire floor. e.
Car parking floors, shall be ventilated via ducted fan system.
The extract and make up air fans shall run at low speed for normal ventilation (3 air changes / hour) and at high speed for high CO concentration and smoke mode (6 air changers / hour). Make up air shall be provided by variable speed drives supply air fan. Air shall be extracted out by variable speed drives extract air fans. CO sensors shall be provided in car park area to monitor the CO concentration. 3.1.7 Pressure Philosophy.
3.1.9 Air Filtration
a. Fresh air requirement to each zone shall be generally determined by the level of dirty extract to that same zone, or to a value as required for the levels of occupancy in each zone.
a.
Based on ASHRAE Standard 52.1, for FAHU’s:
• •
Primary filters (Flat Panel): 25% Arrestance Secondary filters (bag) : 85% Dust Spot
b.
Recirculation, FCU’s and AHU’s shall be provided with only cleanable aluminum panel filter.
b.
Area requiring no dirty extract shall be pressurized by returning less air than that supplied.
c. Areas requiring dirty extract (toilets, kitchens, etc.) shall be maintained under negative pressure by extracting volumes more than the supply volume. d.
The building shall be kept under positive pressure to prevent hot air infiltration.
3.1.10 Seismic Vibration Control a. All mechanical equipment, pipe work within plant rooms shall be mounted on vibration Isolators in accordance with seismic codes (Zone 2A).
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3.1.11 Chilled Water to Cooling Coils a. The chilled water system will be checked if provided from district cooling system’s provider for the development. b. • •
Chilled Water to Cooling Coils: Chilled water inlet temperature (ºC): Chilled water outlet temperature (ºC):
5.55 12.22
3.2.2 Extract air shall be taken from all toilets and main kitchen via separate duct risers and connected to the heat recovery section of the FAHU to precool the intake air temperature (at 46˚C) down to 32˚C via the cold extract air at 24˚C for energy savings. 3.2.3 Electrostatic filter shall be provided at the kitchen extract duct prior to connecting the duct to heat recovery section of FAHU. 3.2.4 Extract air from commercial kitchen hoods shall be ducted separately to kitchen extract fans. The extracted air shall be treated via electrostatic air filtration unit to remove grease / oil particles prior to connecting the duct to kitchen extract fan. Odor neutralizing unit shall also be provided. 3.2.5 The hoods in main kitchen shall have their own grease filters and UV lights (part of kitchen equipment’s scope of work). 3.2.6 Heat recovery thermal wheel shall be provided within FAHU’s to recover the sensible and latent load from the extracted cold air and reduce the air conditioning load of fresh air intake. 3.2.7 Chemical dosing and pressurization units shall be provided for chilled water system for each circuit. 3.2.8 The Air conditioning system zoning shall be as follows: a.
Hotel Guest Room: One FCU for each room.
b. Restaurants, Main kitchen, Lounge and Entrance lobby, Ball-rooms, Pre-function area and Lounge. AHUs for each area (AHU’s serving large hotel ballrooms only shall be provided with variable speed drives). 3.2
System Description (Air Conditioning)
c.
Administration offices of the Hotel: One FCU for each room.
3.2.1 Chilled Water Plant
d. Other Service Rooms (Pump rooms, LV room, Plant room): 1 or 2 decorative FCU’s for each room / area.
a.
e.
Air conditioning shall be carried out using District Cooling system (if available) for the Project.
• If DC system is not available for the development, Chilled water system with air cooled chillers will be used. Chillers shall be located at upper roof level. • Primary/secondary chilled water pumps for chillers shall be located at roof level. Each pumping system shall have one standby pump. • A variable flow chilled water distribution system is proposed with primary and secondary pumps. • Secondary chilled water pumps with variable speed frequency drive shall provide chilled water to all HVAC equipment in the hotel, the speed of these pumps shall be modulated in accordance to the cooling demand.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Fitness and other adjacent room: AHU ceiling / floor mounted.
f. Staircase Cooling of staircases is not proposed. Staircase cooling will be checked with the client if is required. g. Garbage Room: Garbage room shall be air conditioned to maintain 20°C temperature. Unit shall be decorative type wall mounted. h.
room
Lift Lobby, Corridors, Telephone Room & Electrical Room (1 - 2) Nos. FCUs for each floor.
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3.3
Fan Coil Units
3.3.1 All FCUs shall be horizontal ducted concealed, with chilled water coil, fan, motor, drain pan and two port modulating control valve with 3 speed digital thermostat. 3.4
100 % Fresh Air Unit (FAHU)
3.4.1 FAHU shall be double skin construction, floor mounted, double deck type with supply and extract fans along with thermal wheel. The FAHUs shall have primary and bag filters at air intake section, cooling coil with two ports modulating control valve and electric heater. 3.5
BTU Meters
3.5.1 Main BTU meter will be provided by District Cooling Provider if the system is available for the development. 3.5.2 BTU metering system is not proposed for this project. For the Mall, Retails/ Shops, chilled water cost will be part of the total electricity for the mall / ft2 area of the retail size. Client to advice on the requirement for billing system. 3.6
Swimming Pools
3.6.1 Water cooling shall be through chilled water. Swimming pool / heating shall be considered.
4.0 Plumbing and Drainage Services 4.1
Domestic Cold and Hot Water Distribution
• Pressure reducing station shall be provided at each floor level where the pressure exceeds 3 bars. • Hot water supply to all Hotel guest rooms shall be via a central hot water storage electric Calorifier(s). • Hot water circulating pumps shall be provided at the hot water return piping, to circulate the water and keep the hot water temperature constant at all the branches up to the draw off point. •
Cold water feed to Calorifier(s) shall be softened via a duplex online softener.
• Hot water shall be supplied at 65°C unless otherwise advised by the Hotel operator. Should a lower temperature be required (i.e. 50°C) cold water line shall be mixed with hot water line via a mixing value with a temperature sensor to achieve the required temperature. • The operator of the hotel to advice on the requirement for steam system for the Laundry if required. 4.1.2
Metering:
a. One main Water meter shall be provided at the incoming DEWA supply to the Basement water tank. b. One water meter for each rentable area (Retail or Restaurant) to be located in the water meter cabinet at each respective floor. 4.1.3
Landscape / Irrigation:
From the DEWA mains, an incoming supply shall be connected to Basement (3) RCC water storage tanks. The tanks shall be sized to store water for one day domestic water consumption along with the minimum fire reserve as required by the local Civil Defence Authority.
a. Irrigation is not in MEP scope of work. Tie-In service point will be provided for future Specialist installations. b. Coordination of source shall be by the Architect. Water supply and power provision shall be considered.
4.1.1 System Description:
4.1.4
a. Hotel System: • From the Basement water tanks, the water shall be lifted to the Roof GRP panel tank via lifting pump set. The GRP sectional panel tank shall have four compartments. One for raw water, one for filtered water, one for softened and one for cooled water storage. This water tank shall have one day storage capacity to serve the Hotel floors. Upper Hotel floors shall be served via a booster pump set to maintain the pressure in the range 2 - 3 bar.
a. Only water supply point with valve shall be provided. Swimming pool design shall be by the specialist supplier (not in MEP scope of work). b. Coordination shall be by the architect. Provision such as water, power and drainage shall be considered.
• The raw water shall be filtered via a multi-media and carbon filtration unit with circulation pump set and stored in the other two compartments. The water in the cooled water compartment shall be cooled via a plate heat exchanger with circulation pump set and a connection from the chilled water system.
4.2.1 All works shall be designed and installed in accordance with BS5572 Code of Practice for sanitary work and to the satisfaction of the local Drainage Department.
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4.2
Swimming Pool:
Drainage Services
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4.2.2 The internal drainage system shall comprise of two stacks (soil and waste) with a separate vent pipe. All drainage pipes from the building shall be discharged into manhole and connected to Municipality sewage network. Sound attenuation for apartment piping shall be provided. 4.2.3 A separate rain water system shall be designed to collect surface water from roof of building and concourse carpark areas and discharged into storm water tank then lifted by sewage lifting pump to the drainage manhole and connected to the storm water network. Surface water from Basements shall be collected in a sump pit in the lower Basement and lifted to the sewage manhole and connected to Municipality sewage network. 4.2.5 Floor drain shall be provided in all bathrooms, kitchens and mechanical plant room. Also for balconies and car park. 4.2.6 Ablution hose with spray shall be provided adjacent to each WC in all bathrooms. 4.2.7 Grease traps shall be provided for the drain pipe from commercial kitchens prior to connection to the sewage network. Grease interceptors can be provided to serve all restaurants located at loading floors with two outlets. One shall be connected to waste water system and other shall be connected to the collection point in trash room. 4.2.8 Swimming pool backwash line shall be connected to a pressure break tank with a holding capacity of 5 â&#x20AC;&#x201C; 8 minutes prior to connecting the line to waste stack. 4.2.9 Drainage piping from commercial kitchens shall be in HDPE capable of withstanding high temperature. Other drainage pipes shall be in uPVC. 4.2.10 Condensate drain from AC units shall be connected via U-trap to the nearest floor drain or waste stack. Condensate from FAHUs shall be connected to collection tank used for irrigation.
5.0 Fire Detection and Protection Services. 5.1
System Design
5.1.1 All systems shall be designed in accordance with the requirements as set out in NFPA and to the requirements of the Local Civil Defence Authority. 5.1.2 The various systems recommended for this project are: a. b.
Automatic fire hose reels. Wet riser with landing valves for use by the fire brigade personnel.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
c. d. e. f. g.
Automatic water sprinkler system for entire building protection. Fire extinguishers. Clean agent fire suppression system. Fire alarm system. Emergency lighting.
5.2
System Description
5.2.1 Automatic Fire Hose Reels a. This system shall primarily be for use by the occupants and used as a first aid means of fighting a fire whilst awaiting the arrival of the Local Fire Brigade. b. Fire hose reels of 30m hose length shall be located such that these are readily accessible and that these can cover all areas of the building with no part being more than 6 meters from the hose reel nozzle when the hose is uncoiled. The hose reels shall be connected to the combined fire pump set for sprinklers and wet riser. c.
Two hose reel cabinets shall be located in each typical floor level.
5.2.2 Wet Riser with Landing Valves a. This system shall be provided solely for use by the fire service personnel and shall consist of two 150mm dia. pipes rising vertically up the building with two hydrant valve outlets on each typical floor and one at roof level. The wet riser shall be connected to the combined fire pump set. 5.2.3 Combined Fire Pump Set a. One fire pump set consisting electrical, diesel and jockey pump shall be provided for every building to keep the wet riser and sprinkler system pipe work pressurized for instantaneous availability of water. Pump sets shall be located in the pump room at ground floor. 5.2.4 Inlet Breaching Connection a. Four way inlet breaching connection shall be provided at external wall of ground floor near to external road to allow fire brigade to pump water to the common fire pump discharge pipe. 5.2.5 Automatic Sprinkler System a. Entire building shall be provided with an automatic sprinkler installation, classified and designed in accordance to NFPA 13 rules for automatic sprinkler installation. b. The sprinkler installation shall be connected to the combined fire pump set, located in basement floor which shall be continuously maintained under pressure. Fusible sprinkler heads shall be provided at intervals as recommended by NFPA regulations.
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c. In the event of a fire, the heat generated shall cause the fusible element in the adjacent sprinkler head to disintegrate and thus allow water to be discharged onto the fire in the form of a fire spray. d. At the same time as water is discharged onto the fire, water shall also be allowed to flow to a water turbine which in turn shall operate an alarm gong thus giving an audible alarm that the system has operated. The system shall also be interfaced with the fire alarm panel in order to actuate fire alarm bells in a fire situation. 5.2.6 Fire Extinguishers a. Portable Fire extinguishers CO2 and dry powder shall be provided in each fire cabinet and in service rooms to the satisfaction of the local Civil Defence Authority. 5.2.7 Clean Agent System: a.
FM-200 system shall be provided for LV Rooms, MDF room as per ETISALAT requirements.
5.2.8 Emergency Lighting System a. The Central Battery Emergency Lighting System will be provided to service the complete building. DC system complying with IEC 598-2-22, EN50171 standards will be provided. The system will comply with the regulations of the local authority having jurisdiction. Emergency lights and exit signs will be provided to illuminate the escape route and ensure safe evacuation of the building in case of emergency. b. Front of house public area’s emergency light fittings will be decorative type selected by the ID designer for plate finish and mounting details. c.
Light fittings’ lamps will be selected to be reliable (8 watts florescent or LED) type.
6.0 LPG System 6.1
System Design
6.1.1 One central LPG tank shall be proposed for the building to serve only the Restaurant and Hotel kitchen. LPG tank shall be located on upper roof level. LPG tank final location shall be as per Civil Defence final approval. 6.1.2 Gas detection system shall be provided with local gas detectors located in kitchen to shut off the automatic isolation valve for that particular kitchen in case of gas leak. 6.1.3 Gas detectors shall also be provided in the service shaft where the gas riser will be located and shall be connected to the gas detection panel in the security room. 6.1.4 The gas detection panel shall be interlinked with the fire alarm control panel, so as to automatically shut off the gas supply in a fire situation.
7.0 Electrical Installation 7.1 General
7.1.1 The electrical installation will, in general, be designed to meet the requirement of: a. b. c. d. e. f.
DEWA regulations for electrical installations – 1997 edition BS 7671:2001 (IEE wiring regulations, 16th edition) Code for lighting, CIBSE NFPA – 101 – life safety code. Requirements of Fire Department (local authority having jurisdiction) EITC requirements.
5.2.9 Analogue Addressable Fire Alarm System and Voice Evacuation System
7.1.2 System Description
a. An analogue addressable fire alarm detection and integrated voice evacuation system will be provided to service the complete building. The system will be designed complying with BS 5839 or NFPA 72 standards and the requirements of the local authority having jurisdiction. The system will consist of smoke and heat sensors, manual call points, fire rated speakers and sounders or combined sounder/flasher units, fire alarm control panel and graphic command center.
a. 1000 / 1500KVA transformers as per DEWA Standards will be provided to feed lighting, small power and mechanical equipment loads.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
b.
The low voltage installation will consist of the following:
• • • • • •
Main low voltage Distribution Boards (MDB) Motor Control Centers(MCC) Submain Distribution Boards (SMDB) Final Distribution Boards (FDB) Busbar and cable risers Power factor correction capacitor banks.
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c. Single core cables from LV side of the transformers will feed the MDBs in the LV room. The cables will be supplied and installed by DEWA. 7.1.3 Main LV (Distribution Boards (MDB) a. MDBs will be constructed based on the requirements of IEC – 439 – 1. The panel construction will be designed to withstand a short circuit level of 50KA for 1 second, which is considered as a safe short circuit protection level. Panel construction shall be form – 4, type - 6 and ingress protection IP 54. b. MDBs will be located in the LV room. Outgoing MCCB breakers will feed sub main panels, Busbar risers, standby power panel and Mechanical equipment. 7.1.4 Motor Control Centre (MCC) a. MCCs will also be constructed to IEC – 439-1, form – 2, type – 2 requirements. Minimum protection shall be IP42 and with a short circuit rating of 30KA. Local control panels for equipment will be constructed to from 2 requirements. 7.1.5 Sub Main Panel Boards (SMDB) a. SMDB will be constructed to IEC - 439-1 form - 2, and to a minimum protection of IP41. Short circuit rating will be 30 KA minimum. The sub main panel boards will be located in every floor of the building. b. In general, sub main panel boards will be provided to feed final distribution boards / equipment in every floor. 7.1.6 Final Distribution Boards (FDB) a. FDBs will be row type, constructed to DEWA requirements. FDBs feeding lighting and equipment loads will have earth leakage circuit breakers (ELCB) provided for group of circuits with miniature circuit breaker (MCB) overload / short circuit protection for each circuit. b. FDBs feeding small power outlets will have residual current circuit breaker with overload protection (RCBO- combination of ELCB and MCB) for each individual circuit. This is proposed to provide increased reliability and avoid nuisance tripping.
• Lesser riser space requirement. • Availability of single units of high current carrying capacity. • Higher short circuit level (upto 200 KA RMS). • Class - B insulation (130°C). • Easy installation and less labor. • Any modification or additional load requirement in any floor could be incorporated by revising the tap off module and panel within the electrical room. 7.1.8 Capacitor Bank a.
The capacitor bank will be constructed to IEC831 standard and enclosure to IEC – 439-1.
b. The capacitor bank is required to improve power factor of the system to greater than 0.90 lagging and will be installed across the main low voltage panels. Capacitors will be specified to withstand transient harmonic currents in the system and special filters will be provided to filter harmonics. 7.2
Energy Meters
7.2.1 Energy meters will be provided as follows: a. Main tariff meters as per DEWA requirement (on HT side of each transformer). b. Energy monitoring units (EMU) will be installed in LV MDBs for remote monitoring of electrical parameters on the building management system. c. Tariff meters for Supermarket. d. Tariff meters for each retail. e. All other loads shall be included in the landlord meter. 7.3
Earthing System
7.3.1 The system shall be designed in accordance to BS 7430 and DEWA requirements. 7.3.2 Main Earthing System a. The complete electrical installation will be mechanically and electrically continuous throughout and shall be bonded to the main earth. b.
The design will be based on an earth resistance value of 1ohm or less in main earth pits.
7.1.7 Busbar Risers
c.
Separate ECC cable will be provided from main panel to the final circuit for earthing system.
a.
Busbars risers are proposed to feed typical floors and will be selected as per the requirement.
b.
The advantages of busbars over cables are:
d. Main equipotential bonding will be provided for all extraneous conductive metal parts and will be connected to the main earthing terminal of the installation. The extraneous conductive parts include the following: (Ref: BS 7430, clause 20.4).
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MEP Concept Design Report 167
• • • • • • • •
Main Water pipes. Main gas pipes. Sprinkler and firefighting pipes. A/C Ducting. Risers of Air Conditioning Piping system. Exposed metallic parts of the building. Lightning Conductors. Clean Earthing System
e. Clean earthing system will be provided to take care of the requirements of telecom / Data equipment. 7.4
Lightning Protection System
7.4.1 Faraday cage lightning protection system will be provided to minimize the risk of damage to the complete structure in the event of any lightning strike. 7.5 Lighting 7.5.1 Supply of light fittings shall be covered under provisional sum. ID specialist consultant design and specify the lighting fittings to suite each public space. 7.5.2 The following characteristics will be taken into consideration while designing the lighting for the project. a. Illuminance. • The design service illuminance for specific areas will be as follows:
•
Lux levels for all front of house areas shall be as per the designs of the Interior Designer.
b.
Illuminance Ratios
• The ratio of the minimum illuminance to the average illuminance over the task area will not be less than 0.8. • In an interior with general lighting, the ratio of the average illuminance on the ceiling to the average illuminance on the horizontal working plane will be within the range 0.3 to 0.9. • In an interior with general lighting, the ratio of the average illuminance of any wall to the average illuminance on the horizontal working plane will be within the range 0.5 to 0.8. • In an interior with localized or local lighting, the ratio of the illuminance on the task area to the illuminance around the task area will not be more than 3:1. c.
Directional Lighting
•
Directional lighting will be used to enhance the appearance of the space.
d.
Surface Reflectance
• The ceiling cavity reflectance will be as high as practicable and generally at least 0.6. This will usually mean that the reflectance of the paint or other surface finish must be at least 0.8. • The effective reflectance of the principal walls will be between 0.3 and 0.7. This usually means that the walls surface finish will have to have an actual reflectance greater than 0.5. The reflectance of window wall surfaces should be at least 0.6 to reduce contact with the bright scene outdoors during day time.
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MEP Concept Design Report 168
• Where practical, floor cavity reflectance will be within the range 0.2 to 0.3. This usually means that the relevant surfaces will have to have a reflectance greater than 0.3. • It is desirable for equipment and furnishings in working interiors, and in particular desk tops, to have finishes with a reflectance of not less than 0.2. e. Color • Where accurate colour judgments are to be made, care will be taken to select proper colour rendering group. f.
Glare
• Luminous ceilings utilizing large diffusing panels are not recommended for lighting interiors. In any case, the average luminance of such luminous ceiling should not be greater than 500cd/m2. •
For indirect lighting, the average luminance of the ceiling should not be more than 500 cd/m2.
7.5.3 Light Sources a.
The following types of light sources will be considered while selecting luminaires.
• • • • • • • •
GLS and reflector. Tungsten halogen. Fluorescent lamps. LED Lamps. Compact Fluorescent lamps. High pressure mercury discharge. Metal halide lamps. High pressure sodium discharge.
7.5.4 Light Fittings a. The light fittings will be constructed to BS 4533. Light fittings will be specified according to the type of protection against electric shock, the degree of protection against ingress of dust or moisture and according to the material of the supporting surface for which the light fitting is designed. b.
Information which will be marked on light fittings will be as follows:
• • • •
Mark of origin. Rated voltages(s) in volts. Rated maximum ambient temperature. Symbol of class II or class III light fitting.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
• Ingress Protection (IP) number. • Maker’s model number or type reference. • Rated wattage of the lamp(s) in watts. • Symbol for light fittings with built-in ballast or transformers suitable for direct mounting on normally flammable surfaces. • Information concerning special lamps. c. Terminations to be clearly marked to identify which termination should be connected to the live side of the supply, where necessary for safety or to ensure satisfactory operation. Earthing terminators will be clearly indicated. d. Symbols for the minimum distance from lighted objects, for spotlights and the like, where applicable. 7.5.5 Type of Light Fittings Light fittings for all front-of-house areas shall be as per the designs of the Interior Designer. The design of lighting for back of house, parking and service areas will be carried out by CONIN and the fittings proposed for the various areas will be as follows:
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7.6
Electrical Distribution
7.6.1 General Purpose Socket Outlet a.
Sockets will comply with BS 1363 and BS 546 as appropriate and will be provided in all areas:
b. Sockets in corridor will be provided at every 15m intervals. Sockets in parking floors will be at every 20 to 25m spacing to cover all areas. c. Sockets will be provided in all electrical rooms & telephone rooms. d.
Sockets will be weatherproof type in basement, pump rooms, Laundry & other wet areas, etc.
e. Power distribution in Hotel guest rooms, suites and front of house spaces will be as per interior design. f. The following provisions will be considered for guest rooms & Suites for power calculation estimation purposes: • • •
Seven (7) Nos. 13A switched socket outlet in guest rooms. One (1) No. 13A switched socket outlet for hair dryer in dressing area. Dual voltage shaver socket in bathroom.
g.
Power distribution in retail areas:
• Each retail area shall be provided with distribution board only. Power distribution in retail shall be carried out by Tenant in future. An allowance of 250 w/m2 will be made for load estimation purpose. 7.6.2 Electrical Load a.
Electrical load is assumed for different areas based on the following:
• Main kitchen: 500 w/m2 (Combined gas + electrical kitchen). • Conference room: 150 w/m² • Common area: 40 w/m² • Offices: 100 w/m² • Retail: 150 w/m² • Restaurants : 150 w/m2 • Laundry: Based on specialist requirement and equipment location and ratings.
7.6.3 Local Switches a. Switches will be grid type of the quick start make, slow break type specially designed for AC circuit to BS 3676. Switches shall be 20A grid type. b. The Switch will be of the same manufacturer for a particular type of switch throughout the installation. Local switches will be provided for services’ rooms and back of house storage rooms and staff dining areas and kitchens. 7.6.4 Wiring Accessories - Finishes a.
All accessories in wet and damp areas will be of the weather proof type.
b.
Wiring accessories proposed to have following plate finish:
• Above false ceiling: White Plastic. • Back-of-house areas: White plastic • External: Weatherproof. • Plant rooms, Service Rooms: Metal clad • Corridor and lift lobbies: Polished metallic to ID selection. • Guest rooms, Meeting rooms, Hotel front of the house- By interior designer. 7.7
7.7.1 Based on the review of the latest lighting control techniques available, their control protocols and techniques and comparative advantages of each system, the following systems are proposed, which give adequate flexibility in controlling the lights. 7.7.2 General public Areas, External Lights, Function Spaces, Lift Lobbies, Entrances, etc a. The lighting control system employed for these areas will be based on EIB system as described below: b.
Lighting control by EIB System:
• This type of control gives savings in consumption of electricity due to efficient and intelligent control of lights based on time schedule. The lighting distribution will be based on connecting light in groups of 50% 50% or, 100%. Hence, 50% light can be kept ‘ON.’ The remaining lights will be ‘ON/ OFF’ based at time schedule and can be programmed accordingly. • The external lights will be connected to twilight sensors which switch the lights ‘ON’ once daylight reduces below a preset level. •
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Lighting Control
EIB lighting control system will be integrated with BMS for central control.
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7.7.3 Dimming System
8.0 Low Current Systems
a. Centralized dimming system will be provided with dimmer racks, dimmer Scene set controllers etc to control and create specific ambience level in different areas of the Hotel.
8.1
b.
Generally, the lights in the following areas will be controlled by dimming systems.
• Entrance lobby. • Lift lobbies. • Restaurants • Reception areas. • Health Club • Ball room / pre-function room • Business Centre 7.8
Standby Generator
7.8.1 Standby generator will provide back-up power for all life safety and security related systems through an Automatic Transfer Switch (ATS) connected between emergency and normal power. The proposed back-up system takes into consideration the very high reliability of power supplied by DEWA. The back-up system will feed all loads identified by Civil Defence as essential in fire conditions. The following loads will have back-up from the standby generator: a. 50% lights in lift lobbies, corridors and car parks. b. Water transfer pumps. c. Staircase lights. d. Stair pressurization and basement ventilation fans. e. Fireman lifts. f. Cold stores, deep freezers, refrigerator and the like (in accordance with kitchen specialist design). Super market will have its own generator for back up (will be discussed with the client for size and location). g. Sump Pumps. h. Power supply to life safety and security system panels. i. Uninterruptible power supply (UPS). 7.8.2 The standby diesel generator will be provided with fuel tank of storage capacity for nine (9) hours operation of the set at rated conditions. The generator will be prime-rated with continuous 1 hour operation in every 12 hours at 10% overload condition. 7.9
Uninterruptible power supply (UPS)
Telecommunication System
8.1.1 Cat-6 structured cabling system will be proposed for the distribution of telephone services as per EITC requirements. 8.1.2 The system will comprise of Cat – 6 horizontal cables and fiber optic backbone cables. 8.1.3 Telecommunication distribution in Hotel front of the house areas will be as per interior design. 8.1.4 The following provisions will be considered in guest rooms: a.
Three (3) Nos. single and 2 nos. twin RJ-45 outlets in each guest rooms.
8.1.5 Telecommunication system distribution in retail & supermarket areas: a. Each retail area shall be provided with consolidation point only. Final distribution to be carried out by Tenant in future. 8.2
PABX and Hotel Management System
8.2.1 PABX and HMS shall be as per the Hotel operator requirements and will not be specified and included in the MEP scope. 8.3 CCTV 8.3.1 CCTV system will be with HD color cameras, digital multiplexers, and matrix switcher provided for security propose. The CCTV rack & LED Monitors shall be located in respective control room (to be agreed with the Architect). 8.3.2 The cameras will be placed strategically and connected to the central monitoring station. 8.3.3 Cameras will be provided to meet the latest requirements of Dubai Police Department. 8.4
Door Contact Alarm Access Control System
8.4.1 Alarm system will be provided to monitor remote doors. Access control system will be provided to control and restrict access to high security areas and parking in coordination with the Architect. The card will be the same for all applications. The security system panel shall be located in respective tower control room (to be agreed with the Architect).
7.9.1 The following loads will have UPS back-up:
8.5
a. b.
8.5.1 Centralized music system is proposed to provide public address and back ground music for all areas. Music source will consist of a tape deck, 2 tuners, two CD and IPOD dock players.
Power supply to life safety and security system panels. Data servers and PABX equipment.
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Public Address and Background Music System
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8.5.2 The entire development will be divided in separate zones for paging purpose. Music override unit will be provided to shut off music in case of fire.
e.
Typical Floors
8.5.3 PA / BGM rack shall be located in respective control room (to be agreed with the Architect).
• Lights will be controlled in groups of 50% and 100% & PIR Sensors based on time schedule and hence energy saving.
8.6
f.
Hotel Interactive TV System (HITV) and Video On ¬Demand System (VOD)
External
8.6.1 HITV & VOD systems shall be as per the Hotel operator requirements and will not be specified and included in the scope of MEP works. Structured cabling outlets shall suite HITV & VOD requirements as part of MEP works.
• Lights are controlled by twilight sensors which switches ‘ON’ all external lights when the external light level fall below the set value. Override control will be part of the BMS control for external lighting.
8.7
9.2 Mechanical
Audio/ Visual System
8.7.1 Audio / visual system shall be as per the Hotel operator requirements and will not be specified and included in the scope of MEP works. However, required containments and power supply will be included.
9.2.1 Secondary Chilled Water Pumps
9.1 Electrical 9.1.1 The following techniques are applied to save energy and hence less running cost for the whole development.
b. These pumps shall circulate varying amount of water in direct proportion to the demand dictated by cooling requirements by the AHUs and FCUs provided with two port control valves. Therefore, at times of low demand, most of the water shall remain circulating in the primary circuit only, thereby providing significant saving in electrical energy consumed by the pumping system.
a.
Energy Saving Lamps
9.2.2 Thermal Heat Wheel - Heat Recovery Units
• •
Compact fluorescent lamps or LED lamps will be provided wherever possible. T5 lamps (14W) will be used for office areas.
a. The central extract system risers from toilets and general extract shall be discharging cold air at 24 - 25°C.
b.
Power Factor Correction
b. Heat recovery sections comprising of air to air thermal wheel heat exchanger shall be added to the FAHUs to exchange cooling from the extract air duct risers, thus reducing the temperature on the cooling coil of FAHU from 46˚C down to 32°C approximately.
9.0 Energy Saving Systems
• Power factor correction capacitors are used to increase the power factor of the system from 0.8 to 0.9 and hence to avoid wastage of reactive power.
a. The secondary pumps shall be with variable speed drives and shall be employed for circulation of chilled water in the secondary circuit i.e. the supply and return network to all floors after the heat exchangers.
c.
Intelligent Lighting System
c. A significant tonnage of cooling can be retrieved by these units, thereby saving and reducing the cooling load.
•
Intelligent lighting system is used to control lights based on actual demand in following areas:
9.2.3 Double Glazing and Thermal External Walls
d.
Car Park
• Lights will be controlled based on time schedule. Lighting will be operated in groups of 50%, 100%, as required, automatically.
a. Recommendation to use Hi performance double glazing for all floors and thermal / insulated external walls for the entire building as per Dubai Municipality regulation. b.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
This shall help in reducing the cooling load as well as the reduction of noise transmission.
MEP Concept Design Report 172
10.0 Building Management System (BMS)
12.0 Codes and Standards
10.1 General
12.1 General
10.1.1 The Building Management System shall be a PC – based System. It shall combine the latest state of the art technology with simple operating techniques and shall be used to manage and monitor the building services installation. The BMS PC shall be located in BMS control room, which shall monitor all systems through the BMS network.
12.1.1 All work will be in strict compliance with the applicable sections of the codes and standards, design guides issued by the following agencies.
10.1.2 The essential functions of the system shall be as follows:
• ASHRAE: American Society of Heating, Refrigeration and Air conditioning Engineer’s Inc.
a. Centralized operation of the mechanical equipment (remote control). b. Dynamic graphic details of plant and building. c. Early recognition of faults. d. Faults statistics for identification. e. Trend register to identify discrepancies, energy consumption, etc. Preventive maintenance and plant servicing. f. Optimum support of personnel and facilities management g. Control optimization of all connected electrical and mechanical plant. h. Prevention of unauthorized or unwanted access. i. Own error diagnosis integrated system.
•
•
ARI:
ASTM:
American Refrigeration Institute
American Society of Testing Materials.
• SMACNA: Association.
Sheet Metal and Air conditioning Contractors National
•
CIBSE:
Chartered Institution of Building Services Engineers.
•
NFPA:
National Fire Protection Association
•
UL:
Under writers Laboratory
•
BS:
British Standards Institution
•
BSEN:
British Standards European Norms
•
IEC:
International Electro-technical Commission
•
ISO:
International Organization of Standardization
•
DEWA:
•
DM:
Dubai Municipality
11.0 Guest Room Management System (RMS)
•
DCD:
Civil Defence Authority of Dubai
11.1 General
•
IP:
11.1.1 Room management system shall be as per the Hotel operator requirements and will not be included in the scope of MEP works. However, required containment and power supply will be included. The hotel standard card system will define the required ironmongery type and RMS detail.
•
LPC:
10.1.3 The following systems are proposed to be interfaced with BMS: a. All mechanical equipment (AHU’s, FAHU’s pumps, fans and FCU’s in common areas) shall be monitored and controlled on the BMS. b. Standby generator for status monitoring. c. Fire alarm system for status monitoring. d. Lifts. e. LPG central panel for status monitoring. f. Lighting control system g. Central battery system h. Main LV panels, UPS, energy monitoring units.
CON 15297 - Al Mamzar Park Hotel, Dubai, U.A.E. Concept Design Report (Rev 01)
Dubai Electricity &Water Authority
The Institute of Plumbing, UK.
The Loss Prevention Council, UK (Fire Officer’s Committee).
Incorporated Consultants (Conin) PO Box 64223, Dubai, UAE Tel: +971 4 2662225, Fax: +971 4 266 2227, www.conin.ae