The document provides details on the design basis for a convention centre, including: - The convention centre concept is based on constructive and structural rationality, industrialized and prefabricated work, simple maintenance, cognitive ergonomic design, high energy efficiency, and commitment to the environment. - The functional program is structured into four blocks - backstage, events area, service area, and administrative area. The backstage area makes up the largest portion at 37.2% of the total built up area. - Lists of spaces are provided for each of the four program blocks, with over 200 individual spaces listed for the backstage block alone.

1. DESIGN BASIS REPORT_
ARCHITECTURE AND INTERIOR_1
CONVENTION CENTRE

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CONTENTS
2
10 CONVENTION CENTRE
10.1 CONCEPT
10.1.1 INTRODUCTION
10.1.2 CONVENTION CENTRE CONCEPT
10.1.3 PROGRAM
10.1.4 GENERAL LAYOUT
10.1.5 SPECIFIC LAYOUT-MAIN HALL AUDITORIUM
10.2 STRUCTURAL STRATEGY AND SCHEMES
10.3 FAÇADE DESIGN
10.4 INTERIOR DESIGN KEY ELEMENTS
10.5 MEP STRATEGY AND SCHEMES
10.5.1 HVAC DESIGN
10.5.2 ELECTRICAL DESIGN
10.5.3 FIRE FIGHTING DESIGN
10.5.4 PLUMBING DESIGN
10.5.5 ICT DESIGN
10.6 ACOUSTIC DESIGN
10.7 LIGHTING DESIGN
10.8 LANDSCAPE DESIGN
10.9 ANNEXES
10.9.1 DESIGN CONSIDERATIONS
10.9.2 CODE STANDARDS
10.9.3 FUNCTIONAL DIAGRAMS
10.9.4 BUILDING MASSING
10.9.5 CROWD MANAGEMENT
10.9.6 IGBC PLATINUM GUIDELINES
10.9.7 IMAGES
122
134
146
172
173

3. CONCEPT

4. 4
10.1 CONCEPT
10.1.1 INTRODUCTION
The proposed Convention Centre has a built up area of 73,195 sqm and twelve levels reaching a
height of 44.75m.
10.1.2 CONVENTION CENTRE CONCEPT
The overall design is based on the following premises:
- Constructive and structural rationality: The requirement of the deadlines needs an
architecture, engineering and cutting-edge technology that allows to optimally develop the
executive process of the work. This affects both the excavation and foundation systems, as well
as the entire structure and envelopes.
- Industrialized and prefabricated work: Although the country counts with an excellent
workforce, given the tight deadline to complete the construction of the building, the
industrializationof most systems and prefabrication is proposed as a way to tackle the work. T
his strategy guarantees ensuring a high quality of finishes, with a high speed and simplicity of
execution. This way, rather than being built, the building is assembled in parts.
- Simple and economical maintenance: All materials and construction systems are oriented to
ensure the economic sustainability of the investment. The maintenance of all the high height
rooms is done from the upper part of the rooms thanks to the accessible space available
resulting from the structure ( brush beams with diagonal section one floor height)
- Cognitive ergonomic design: The best signage project in a building is the one that does not
exist because it is not necessary. The location of the spaces and the path required to reach them
is intuitive. Given the general configuration and spatial layout of the rooms, a person is oriented
quickly and intuitively arrive as soon as possible to each space almost without the need for signs
that guide him.
- High energy efficiency: Energy efficiency is achieved taking into account both the passive and
the active systems. The first are implemented ensuring adequate sun protection - due to possible
overheating and glare - and minimization of energy losses through the envelope. The second
refers essentially to the arrangement and selection of systems that assure a minimum
consumption when the building is in a low regime of use, usual situation in a Convention Centre.
- Commitment to the environment: Building materials and systems and their implementation
process on site will be carefully chosen considering the entire life cycle of the building: material
extraction, processing, transport to site, placement, maintenance or reuse have been
contemplated.
- Vulnerability: The structural criteria related to earthquake resistance of the structure have
been specially considered.

5. Summary BUA
Exterior 10,522
Interior 49,477
Non FAR 13,195
73,195
INTERIOR BUA 62,672
37.20 %
29.26 %
MAIN HALL AUDITORIUM 14.24 %
GRAND BALL ROOM 7.17 %
CONFERENCE ROOMS 7.84 %
25.04 %
PUBLIC SERVICE AREA 21.89 %
RESTORATION AREAS 3.15 %
2.40 %
ADMINISTRATION 1.94 %
MANAGEMENT 0.46 %
1,977.14
IV. ADMINISTRATIVE AREA 1,501.19
1,215.47
4,913.69
III. SERVICE AREA
BUILT UP AREA NET SURFACE % OF TOTAL AREA
4,495.94
I. BACKSTAGE 23,311.35
18,335.63
II. EVENTS AREA
8,926.00
15,694.58
285.72
13,717.44
5
10.1 CONCEPT
10.1.3 PROGRAM
The functionalprogram is structured in four blocks:
- I.BACKSTAGE
- II.EVENTS AREA
- III.SERVICE AREA
- IV.ADMINISTRATIVE AREA
The area ratios resulted from the project, comparing the net surface area of each category with
the total built up area of the building (excluding non air-conditioned exterior covered terraces) are
summarized on the following chart:
At the following drawings, the graphic representation of the chartcan be found:
SD_ECC_PEAC_CC_ARC_X_XX_DG_0113_07
SD_ECC_PEAC_CC_ARC_X_XX_DG_0114_07
SD_ECC_PEAC_CC_ARC_X_XX_DG_0115_07

6. 6
10.1 CONCEPT
10.1.3 PROGRAM
A list of the spaces with his respective codes classified inside the four program blocks is
provided::
BACKSTAGE
I. BACKSTAGE
BACKSTAGE
BM100 Artist Toilets Female
BM101 Artist Toilets Male
BM102 Artists Circulation A
BM104 Artists Circulation B
BM104 Artists Circulation B
BM105 Artists Green Room Main
B2139 Artists Green Room A
BM107 Artists Waiting Area
BM108 Changing Room A
BM109 Changing Room A Toilets
BM110 Changing Room B
BM111 Changing Room B Toilets
BM112 Changing Room C
BM113 Changing Room C Toilets
BM114 Changing Room D
BM115 Changing Room D1 Toilets
BM116 Changing Room D2 Toilets
BM117 Choir Changing Room A
BM118 Choir Changing Room B
BM119 Choir Toilets A Female
BM120 Choir Toilets A Male
BM121 Choir Toilets B Female
BM122 Choir Toilets B Male
BM123 Costume Room
BM124 Evacuation Core D (Artists)
B2140 Evacuation Core F.3
BM125 Evacuation Core G
BM126 Hairdresser
BM127 Loading Bay B1
BM128 Loading Bay B2
BM129 Mobile Platform B (B2-B1)
BM130 Orchestra Changing Room A
BM131 Orchestra Changing Room B
BM132 Orchestra Toilets A
BM133 Orchestra Toilets B
BM134 Orchestra Toilets B Female
BM135 Orchestra Toilets B Male
BM136 Rehearsal Room 01
BM137 Rehearsal Room 02
B2100 Auditorium Lift Shaft A
B2101 Auditorium Lift Shaft B
B2102 Communications Operation Room A
B2103 Communications Operation Room B
B2104 Electrical Room
B2105 Evacuation Core B (Fire Tower)
B2106 Evacuation Core C
B2107 Evacuation Core F
B2142 Secondary ICT Technical Room B2-A
B2142 Secondary ICT Technical Room B2-A
B2110 Loading Bay A
B2111 Loading Lift Lobby
B2112 Loading Lift Shaft A
B2113 Loading Lift Shaft B
B2114 Main Mechanical Room
B2115 Mobile Platform A (B2-B1)
B2116 Parking Core
B2117 Parking Lift A
B2118 Parking Lift B
B2119 Service Lift Shaft A
B2120 Service Lift Shaft B
B2121 Staff Changing Room Female
B2122 Staff Changing Room Male
B2123 Staff Circulation A
B2124 Staff Circulation B
B2125 Staff Circulation C
B2126 Staff Circulation D
B2127 Staff Circulation E
B2128 Staff Control Access
B2129 Staff Control Room
B2130 Staff Lift Lobby
B2131 Technical Room AHU A
B2132 Technical Room AHU B
B2133 Temporary Storage A
B2134 Temporary Storage B
B2135 Workshop Room A
B2136 Workshop Room B
B1101 Auditorium Lift Shaft B1
B1102 Auditorium Lift Shaft B2
B1103 Auditorium Lift Shaft A1
B1104 Auditorium Lift Shaft A2
B1105 Auditorium Storage A
B1106 Auditorium Storage B
B1107 Electrical Room B
B1108 Electrical Room
B1109 Electrical Room C
B1110 Emergency Exit A
B1111 Emergency Exit B
B1112 Emergency Exit C
B1113 Emergency Exit D
B1114 Evacuation Core A
B1115 First Aid Emergency Room
B1116 Evacuation Core B
B1117 Evacuation Core C
B1118 Evacuation Core D
B1119 Evacuation Core E
B1120 Evacuation Core F
B1121 Evacuation Core F1
B1122 Evacuation Core F2
B1123 Evacuation Core G
B1124 Finishing Kitchen
B1125 Primary ICT Technical Room A
B1126 Secondary ICT Technical Room B1-A
B1127 Secondary ICT Technical Room B1-B
B1128 Loading Bay A
B1129 Loading Bay Management Office A
B1130 Loading Bay Management Office B
B1131 Loading Lift Lobby
B1132 Loading Lift Shaft A
B1133 Loading Lift Shaft B
B1134 Main Low Switch Board
B1135 Mobile Partitions Closet
B1136 Mobile Platform A (B2-B1)
B1137 Parking Lift Shaft A
B1138 Parking Lift Shaft B
B1139 Public Lift Shaft A
B1140 Public Lift Shaft B
B1141 Public Lift Shaft C
B1142 Public Lift Shaft D
B1143 Main Security Control Centre
B1144 Service Lift Shaft A
B1145 Service Lift Shaft B
B1146 Space Under Grades A
B1147 Space Under Grades B
B1148 Space Under Grades C
B1149 Space Under Grades D
B1150 Staff Area B
B1151 Staff Circulation A
B1152 Staff Circulation B
B1153 Staff Circulation C
B1154 Staff Lift Lobby
B1155 Staff Toilets A Female
B1156 Staff Toilets A Male
B1157 Staff Toilets B Female
B1158 Staff Toilets B Male
B1159 Staff Toilets Common
B1160 Storage A
B1161 Storage B
B1162 Storage D
B1163 Technical Room AHU
B1164 Transformers Room
B1167 Waste Room
B1168 Security Personnel

7. 7
10.1 CONCEPT
10.1.3 PROGRAM
BACKSTAGE BACKSTAGE
F0100 Artists Access Control
F0101 Artists Circulation
F0102 Artists Entrance & Waiting Room
F0104 Auditorium Lift Shaft A
F0105 Auditorium Lift Shaft B
F0106 Auditorium Lift Shaft C
F0107 Auditorium Lift Shaft D
F0108 Secondary ICT Technical Room F0-B
F0109 Cloakroom A
F0110 Cloakroom B
F0111 Electrical Room A
F0112 Electrical Room
F0113 Emergency Exit A
F0114 Emergency Exit B
F0115 Emergency Exit C
F0116 Emergency Exit D
F0117 Evacuation Circulation
F0118 Evacuation Core A
F0119 Evacuation Core B
F0120 Evacuation Core B1
F0121 Evacuation Core C
F0122 Evacuation Core D
F0123 Evacuation Core E
F0124 Evacuation Core F
F0125 Evacuation Core G
F0126 Fire Command Center
F0127 Fire Tower Lift Lobby
F0128 Fire Tower Lift Shaft
F0129 Primary ICT Technical Room A
F0130 Secondary ICT Technical Room F0-A
F0131 Loading Lift Lobby
F0132 Loading Lift Shaft A
F0133 Loading Lift Shaft B
F0134 Public Lift Shaft A
F0135 Public Lift Shaft B
F0136 Public Lift Shaft C
F0137 Public Lift Shaft D
F0138 Public Lift Shaft E
F0139 Public Lift Shaft F
F0140 Service Lift Shaft A
F0141 Service Lift Shaft B
F0143 Staff Lift Lobby
F0144 Staff Toilets A Female
F0145 Staff Toilets A Male
F0146 Staff Toilets B Female
F0147 Staff Toilets B Male
F0148 Staff Toilets C Female
F0149 Staff Toilets C Male
F1101 Auditorium Lift Shaft A
F1102 Auditorium Lift Shaft B
F1103 Auditorium Lift Shaft C
F1104 Auditorium Lift Shaft D
F1105 Cleaning Room
F1106 Electrical Room A
F1107 Electrical Room B
F1108 Electrical Room C
F1109 Emergency Exit
F1110 Evacuation Circulation A
F1113 Evacuation Core A
F1114 Evacuation Core B
F1115 Evacuation Core C
F1116 Evacuation Core D
F1117 Evacuation Core E
F1118 Evacuation Core F
F1119 Evacuation Core G
F1120 Fire Tower Lift Lobby
F1121 Fire Tower Lift Shaft
F1122 Secondary ICT Technical Room F1-A
F1123 Secondary ICT Technical Room F1-B
F1124 Secondary ICT Technical Room F1-C
F1125 Loading Lift Lobby
F1126 Loading Lift Shaft A
F1127 Loading Lift Shaft B
F1128 Parking Core
F1129 Public Lift Shaft A
F1130 Public Lift Shaft B
F1131 Public Lift Shaft C
F1132 Public Lift Shaft D
F1133 Service Lift Lobby
F1134 Service Lift Shaft A
F1135 Service Lift Shaft B
F1136 Space below grades
F1137 Staff Area A
F1138 Staff Area B
F1139 Staff Circulation A
F1140 Staff Circulation B
F1141 Staff Circulation C
F1142 Staff Circulation D
F1143 Staff Circulation E
F1144 Staff Toilets Female
F1145 Staff Toilets Male
F1146 Storage A
F1147 Storage B
F1148 Storage
F1149 Technical Room AHU A
F1150 Technical Room AHU B
F1151 Technical Room AHU C
F1152 Technical Room AHU D
F1153 Technical Room AHU E
F1154 Vegetated Area A
F1155 Interior Vegetated Area B
F2100 Artist Toilets Female
F2101 Artist Toilets Male
F2102 Auditorium Lift Shaft C
F2103 Auditorium Lift Shaft D
F2104 Cleaning Room
F2105 Electrical Room A
F2106 Electrical Room B
F2107 Electrical Room C
F2108 Electrical Room D
F2109 Electrical Room E
F2110 Electrical Room F
F2111 Emergency Exit A
F2112 Emergency Exit B
F2113 Evacuation Circulation
F2114 Evacuation Core A
F2115 Evacuation Core B
F2116 Evacuation Core C
F2117 Evacuation Core D
F2118 Evacuation Core E
F2119 Evacuation Core F
F2120 Evacuation Core G
F2121 Fire Tower Lift Lobby
F2122 Fire Tower Lift Shaft
F2123 Secondary ICT Technical Room F2-A
F2124 Secondary ICT Technical Room F2-B
F2125 Secondary ICT Technical Room F2-C
F2126 Interpreter Toilets Common
F2127 Kitchen Toilets Female
F2128 Kitchen Toilets Male
F2129 Main Hall and Stage Security Control Room
F2130 Loading Lift Lobby
F2131 Loading Lift Shaft A
F2132 Loading Lift Shaft B
F2133 Press Room
F2134 Public Lift Shaft A
F2135 Public Lift Shaft B
F2136 Public Lift Shaft C
F2137 Public Lift Shaft D
F2138 Service Lift Lobby
F2139 Service Lift Shaft A
F2140 Service Lift Shaft B
F2141 Staff Area A
F2142 Staff Area B
F2143 Staff Circulation A
F2144 Staff Circulation B
F2145 Staff Toilets A Male
F2146 Staff Toilets Common
F2147 Staff Toilets Female
F2148 Staff Toilets Handicapped
F2149 Storage A
F2150 Storage B
F2151 Technical Room AHU A
F2152 Technical Room AHU B
F2153 Technical Room AHU C
F2154 Technical Room AHU D
F2155 Technical Room AHU
F2156 Technical Room
F2157 TV Station Room 01

8. 8
10.1 CONCEPT
10.1.3 PROGRAM
BACKSTAGE BACKSTAGE
F3100 Electrical Room A
F3101 Electrical Room B
F3102 Emergency Exit A
F3103 Evacuation Circulation A
F3104 Evacuation Circulation B
F3105 Evacuation Core A
F3106 Evacuation Core B
F3107 Evacuation Core C
F3108 Evacuation Core D
F3109 Evacuation Core E
F3110 Fire Tower Lift Lobby
F3111 Fire Tower Lift Shaft
F3112 Secondary ICT Technical Room F3-A
F3113 Secondary ICT Technical Room F3-B
F3114 Secondary ICT Technical Room F3-C
F3115 Finishing Kitchen
F3116 Kitchen Toilets Common
F3117 Loading Lift Lobby
F3118 Loading Lift Shaft A
F3119 Loading Lift Shaft B
F3120 Public Circulation and Lobby B
F3121 Public Lift Shaft A
F3122 Public Lift Shaft B
F3123 Public Lift Shaft C
F3124 Public Lift Shaft D
F3125 Service Lift Lobby
F3126 Service Lift Shaft A
F3127 Service Lift Shaft B
F3128 Staff Area A
F3129 Staff Area B
F3130 Staff Circulation A
F3131 Staff Circulation B
F3132 Staff Toilets Female
F3133 Staff Toilets Handicapped
F3134 Staff Toilets Male
F3135 Storage A
F3136 Storage B
F3137 Storage C
F3140 Storage F
F3141 Storage G
F3142 Technical Room AHU A
F3143 Technical Room AHU
F4142 Mobile Partitions Closet
F4101 Electrical Room B
F4102 Electrical Room C
F4103 Emergency Exit A
F4104 Evacuation Circulation A
F4105 Evacuation Core A
F4106 Evacuation Core B
F4107 Evacuation Core C
F4108 Evacuation Core D
F4109 Evacuation Core E
F4110 Fire Tower Lift Lobby
F4111 Fire Tower Lift Shaft
F4112 Secondary ICT Technical Room F4-A
F4113 Secondary ICT Technical Room F4-B
F4114 Finishing Kitchen
F4115 Kitchen Toilets Common
F4116 Loading Lift Lobby
F4117 Loading Lift Shaft A
F4118 Loading Lift Shaft B
F4142 Mobile Partitions Closet
F4120 Public Lift Shaft A
F4121 Public Lift Shaft B
F4122 Public Lift Shaft C
F4123 Public Lift Shaft D
F4124 Service Lift Lobby
F4125 Service Lift Shaft A
F4126 Service Lift Shaft B
F4127 Staff Area B
F4128 Staff Area
F4129 Staff Circulation A
F4130 Staff Circulation B
F4131 Staff Circulation
F4132 Staff Toilets Female
F4133 Staff Toilets Male
F4134 Storage A
F4135 Storage B
F4137 Storage D
F4138 Technical Room AHU A
F4139 Technical Room
F4230 Staff Toilets Handicapped
F5100 Dressing Room
F5101 Electrical Room A
F5102 Electrical Room B
F5103 Electrical Room
F5104 Emergency Exit A
F5105 Evacuation Core A
F5106 Evacuation Core B
F5107 Evacuation Core C
F5108 Evacuation Core D
F5109 Evacuation Core E
F5110 Fire Tower Lift Lobby
F5111 Fire Tower Lift Shaft
F5112 Secondary ICT Technical Room F5-A
F5113 Secondary ICT Technical Room F5-B
F5115 Kitchen Toilets Female
F5116 Kitchen Toilets Male
F5117 Loading Lift Lobby
F5118 Loading Lift Shaft A
F5119 Loading Lift Shaft B
F5120 Public Lift Shaft A
F5121 Public Lift Shaft B
F5122 Public Lift Shaft C
F5123 Public Lift Shaft D
F5125 Service Lift Lobby
F5126 Service Lift Shaft A
F5127 Service Lift Shaft B
F5128 Staff Area B
F5129 Staff Area
F5130 Staff Circulation B
F5131 Staff Circulation C
F5132 Staff Circulation D
F5133 Staff Toilets B Female
F5134 Staff Toilets B Male
F5135 Storage
F5136 Technical Room AHU A
F6100 Artists Circulation
F6101 Artists Green Room
F6102 Backstage Area
F6103 Bar Toilets Common
F6104 Electrical Room A
F6105 Electrical Room B
F6106 Electrical Room C
F6107 Evacuation Core A
F6108 Evacuation Core B
F6109 Evacuation Core C
F6110 Evacuation Core D
F6111 Evacuation Core E
F6112 Fire Tower Lift Lobby
F6113 Fire Tower Lift Shaft
F6114 Secondary ICT Technical Room F6-A
F6115 Secondary ICT Technical Room F6-B
F6118 Finishing Kitchen
F6119 Loading Lift Lobby
F6120 Loading Lift Shaft A
F6121 Loading Lift Shaft B
F6124 Service Lift Lobby
F6125 Service Lift Shaft A
F6126 Service Lift Shaft B
F6127 Staff Area B
F6128 Staff Area
F6129 Staff Circulation A
F6130 Staff Circulation B
F6131 Staff Circulation C
F6132 Staff Toilets A Female
F6133 Staff Toilets A Male
F6134 Staff Toilets Female
F6135 Staff Toilets Handicapped
F6136 Staff Toilets Male
F6137 Storage A
F6138 Storage B
F6139 Security Personnel 02

9. 9
10.1 CONCEPT
10.1.3 PROGRAM
BACKSTAGE II. EVENTS AREA
F7100 Electrical Room A
F7101 Electrical Room B
F7102 Evacuation Core A
F7103 Evacuation Core B
F7104 Evacuation Core C
F7105 Evacuation Core D
F7106 Evacuation Core E
F7107 Fire Tower Lift Lobby
F7108 Fire Tower Lift Shaft
F7109 Secondary ICT Technical Room F7-A
F7110 Secondary ICT Technical Room F7-B
F7111 Interpreters Lift Shaft
F7112 Loading Lift Lobby
F7113 Loading Lift Shaft A
F7114 Loading Lift Shaft B
F7115 Public Lift Shaft
F7116 Service Lift Lobby
F7118 Service Lift Shaft B
F7119 Staff Circulation A
F7120 Staff Circulation B
F7121 Staff Toilets Common
F7122 Staff Vertical Core
F7123 Technical Room A
F7124 Technical Room AHU A
F7125 Technical Room AHU B
F7126 Technical Room
F7127 TV Station Room 02
F8100 Electrical Room A
F8101 Evacuation Core B
F8102 Secondary ICT Technical Room F8-A
F8103 Satellite Equipment Technical Room
RF105 Satellite Antena Platform
F8104 Service Lift Lobby
F8106 Service Lift Shaft B
F8107 Staff Circulation
F8108 Staff Vertical Core
F8110 Technical Rooms Circulation
RF100 Evacuation Core B (fire tower)
RF101 Service Lift Shaft B
RF102 Staff Lift Lobby
RF103 Staff Vertical Core
RF104 Water Tank Technical Room
CONFERENCE ROOMS
B1215 Interpreter Circulation A
B1216 Interpreter Circulation B
B1219 Conference Room 1
B1309 Room 1 Entrance A
B1310 Room 1 Entrance B
F0213 Control Room A
F0214 Control Room B
F0215 Interpreter Booth A
F0216 Interpreter Booth B
F0217 Interpreter Booth C
F0218 Interpreter Booth D
F0219 Interpreter Booth E
F0220 Interpreter Booth F
F0221 Interpreter Booth G
F0222 Interpreter Booth H
F0223 Interpreter Circulation AD
F0224 Interpreter Circulation EH
F0225 Interpreter Circulation
F0228 Interpreter Vertical Core
F2203 Control Room A
F2204 Control Room C
F2208 Interpreter Booth A1
F2209 Interpreter Booth A2
F2210 Interpreter Booth C1
F2211 Interpreter Booth C2
F2215 Interpreter Circulation A
F2216 Interpreter Circulation B
F2217 Interpreter Circulation C1
F2218 Interpreter Circulation C2
F2225 Room 3 Entrance
F2226 Conference Room 3
F2227 Conference Room 2
F2228 Room 2 Entrance
F3200 Control Room A
F3201 Control Room B
F3202 Control Room C
F3203 Control Room D
F3204 Control Room E
F3205 Control Room F
F3207 Interpreter Booth A1
F3208 Interpreter Booth A2
F3209 Interpreter Booth B
F3210 Interpreter Booth C
F3211 Interpreter Booth D
F3212 Interpreter Booth E
F3213 Interpreter Booth F
F3214 Interpreter Booth G
F3215 Interpreter Booth H
F3216 Interpreter Circulation A
F3217 Interpreter Circulation BC
F3218 Interpreter Circulation DE
F3219 Interpreter Circulation F
F3220 Interpreter Circulation G
F3221 Interpreter Circulation H
F3223 Room 6 Entrance
F3224 Conference Room 6
F3225 Room 4 Entrance
F3226 Conference Room 4
F3227 Room 8 Entrance
F3228 Conference Room 8
F3229 Room 7 Entrance
F3230 Conference Room 7
F3231 Room 5 Entrance
F3232 Conference Room 5

10. 10
10.1 CONCEPT
10.1.3 PROGRAM
EVENTS AREA
CONFERENCE ROOMS
F4200 Control Room A
F4201 Control Room B
F4202 Control Room C
F4203 Control Room D
F4204 Control Room E
F4205 Control Room F
F4207 Interpreter Booth A
F4208 Interpreter Booth B
F4209 Interpreter Booth C
F4210 Interpreter Booth D1
F4211 Interpreter Booth D2
F4212 Interpreter Booth E
F4213 Interpreter Booth F
F4214 Interpreter Circulation A
F4215 Interpreter Circulation B
F4216 Interpreter Circulation CD
F4217 Interpreter Circulation EF
F4219 Room 13 Entrance
F4220 Conference Room 13
F4221 Room 11 Entrance
F4222 Conference Room 11
F4223 Room 9 Entrance
F4224 Conference Room 9
F4225 Room 10 Entrance
F4226 Conference Room 10
F4227 Room 12 Entrance A
F4228 Room 12 Entrance B
F4229 Conference Room 12
F6200 Grand Ball Room
F6203 Interpreter Vertical Core
F6304 Grand Ball Entrance A
F6305 Grand Ball Entrance B
F6306 Grand Ball Entrance C
F7200 Control Room A
F7201 Control Room B
F7202 Control Room C
F7204 Interpreter Booth A
F7205 Interpreter Booth B
F7206 Interpreter Booth C
F7207 Interpreter Booth D
F7208 Interpreter Booth E
F7209 Interpreter Booth F
F7210 Interpreter Booth G
F7211 Interpreter Booth H
F7212 Interpreter Booth I
F7213 Interpreter Booth J
F7214 Interpreter Booth K
F7215 Interpreter Booth L
F7216 Interpreter Booth M
F7217 Interpreter Booth N
F7218 Interpreter Circulation
F7225 Interpreter Vertical Core
F7226 Interpreter's Lift Lobby
GRAND BALL ROOM
B1200 Auditorium Seating Area
B1201 Auditorium Circulation A
B1202 Auditorium Circulation B
B1203 Auditorium Lift Lobby B
B1204 Auditorium Lift Lobby A
B1205 Auditorium Stairs A
B1206 Auditorium Stairs B
B1207 Auditorium Stairs C
B1208 Auditorium Stairs Lobby A
B1217 Main Hall Lobby A
B1218 Main Hall Lobby B
B1220 VIP Seats
B2200 Auditorium Hall A
B2201 Auditorium Hall B
B2202 Auditorium Hall C
B2203 Auditorium Hall Main
B2205 Auditorium Seating Area
B2206 Auditorium Stairs B
BM200 Auditorium Stage
F0200 Auditorium Circulation
F0203 Auditorium Lobby
F0205 Auditorium Seating Area
F0206 Auditorium Stairs C
F0207 Auditorium Stairs D
F0229 Main Hall A Entrance
F0230 Main Hall B Entrance
F0231 Main Hall B Lobby
F1201 Auditorium Circulation B
F1202 Auditorium Circulation C
F1203 Auditorium Seating Area
F1205 Auditorium Stairs A
F1212 Control Room A
F1213 Control Room B
F1215 Interpreter Booth A
F1216 Interpreter Booth B
F1217 Interpreter Circulation A
F1218 Interpreter Circulation B
F2200 Auditorium Circulation
F2201 Auditorium Hall
F2202 Auditorium Stairs
F2205 Control Room D
F2206 Control Room E
F2212 Interpreter Booth D1
F2213 Interpreter Booth D2
F2214 Interpreter Booth E1
F2219 Interpreter Circulation D
F2220 Interpreter Circulation E
F2221 Main Hall Entrance A
F2222 Main Hall Entrance B
MAIN HALL AUDITORIUM

11. 11
10.1 CONCEPT
10.1.3 PROGRAM
III. SERVICE AREA
B1166 VVIP Lift
B1209 Auditorium Toilets A Circulation
B1210 Auditorium Toilets A Female
B1211 Auditorium Toilets A Handicapped
B1212 Auditorium Toilets A Male
B1213 Auditorium Toilets B Female
B1214 Auditorium Toilets B Male
B1300 Acreditation Machines A
B1301 Acreditation Machines B
B1302 CC Room Toilets A Circulation
B1303 CC Room Toilets A Female
B1304 CC Room Toilets A Male
B1305 CC Room Toilets B Circulation
B1306 CC Room Toilets B Female
B1307 CC Room Toilets B Handicapped
B1308 CC Room Toilets B Male
B1311 Frisking Area A
B1312 Frisking Area B
B1313 Information & Reception (closed)
B1314 Lobby Stairs
B1315 Public Circulation and Lobby
B1316 Public Circulation Lift Lobby
B1317 Security Check
B1318 Ticket Office and Information
B1319 VIP Circulation
B1320 VIP Toilets Circulation
B1321 VIP Toilets Female
B1322 VIP Toilets Male
B1323 VVIP Lift Lobby B
B2204 Auditorium Lift Lobby
B2207 Public Toilets Circulation
B2208 Public Toilets Female
B2209 Public Toilets Male
B2210 Evacuation Core F.4
B2300 Entrance Hall from Parking
B2301 Parking Lift Lobby
B2302 Interior Vegetated Area
BM300 Pre Function
BM301 Security Corridor
BM302 VIP Dropoff
BM303 VIP Entrance Hall
BM304 VIP Lift
BM305 VIP Toilets Common
PUBLIC SERVICE AREA F0142 VVIP Circulation
F0201 Auditorium Lift Lobby C
F0202 Auditorium Lift Lobby
F0204 Auditorium Outer Lobby A
F0208 Auditorium Toilets A Female
F0209 Auditorium Toilets A Male
F0210 Auditorium Toilets B Female
F0211 Auditorium Toilets B Male
F0212 Auditorium Toilets Circulation
F0226 Interpreter Toilets Female
F0227 Interpreter Toilets Male
F0300 Acreditation Machines
F0301 Cloakroom (counter)
F0302 Frisking Area A
F0303 Frisking Area B
F0304 Infomation & Reception (counter)
F0305 Lobby Stairs
F0306 Public Toilets Female
F0307 Public Toilets Handicap
F0308 Public Toilets Male
F0309 Security Check
F0310 Interior Vegetated Area
F0311 VIP Changing Room
F0312 VIP Circulation
F0313 VIP Toilets Female
F0314 VIP Toilets Male
F0315 VVIP Circulation
F0316 VVIP Lounge
F0317 VVIP Lift
F1200 Auditorium Circulation A
F1204 Auditorium Lift Lobby B
F1206 Auditorium Toilets A Circulation
F1207 Auditorium Toilets A Female
F1208 Auditorium Toilets A Male
F1209 Auditorium Toilets B Female
F1210 Auditorium Toilets B Handicapped
F1211 Auditorium Toilets B Male
F1214 Infomation & Reception (counter)
F1301 Cafeteria Toilets Female
F1302 Cafeteria Toilets Male
F1304 Lobby Stairs A
F1305 Lobby Escalators
F1306 Public Circulation and Lobby A
F1307 Public Circulation and Lobby B
F1308 Public Circulation and Lobby C
F2160 VVIP Toilets
F2161 VIP Circulation
F2159 Security Room
F2207 Interpreter Area
F2223 Public Toilets B Female
F2224 Public Toilets B Male
F2300 Auditorium Circulation EXIT
F2301 Cloakroom
F2302 Frisking Area
F2304 Lobby Stairs
F2305 Public Circulation and Lobby
F2306 Public Toilets A Access
F2307 Public Toilets A Female
F2308 Public Toilets A Handicapped
F2309 Public Toilets A Male
F2319 Security Check
F2315 Waiting Room B1
F2316 Waiting Room B2
F2317 Waiting Room C
F2319 Security Check
F3206 Interpreter Area
F3222 Interpreter Toilets Common
F3300 Lobby Stairs
F3301 Lounge A
F3302 Lounge B
F3303 Public Circulation and Lobby A
F3304 Public Toilets A Circulation Female
F3305 Public Toilets A Circulation Male
F3306 Public Toilets A Female
F3307 Public Toilets A Female Handicapped
F3308 Public Toilets A Male
F3309 Public Toilets A Male Handicapped
F3310 Waiting Room A
F3311 Waiting Room B
F3312 Waiting Room C
F3313 Waiting Room D
F3314 Waiting Room E
F3315 VIP Toilets Circulation A
F3316 VIP Toilets Circulation B
F3317 VIP Toilets Circulation D
F3318 VIP Toilets Circulation E
F3319 VIP Toilets Circulation C.1
F3320 VIP Toilets Circulation C.2
F3321 VIP Toilets Female A
F3322 VIP Toilets Female B
F3326 VIP Toilets Handicapped A
F3323 VIP Toilets Female D
F3324 VIP Toilets Female E
F3325 VIP Toilets Female C
F3327 VIP Toilets Handicapped B
F3328 VIP Toilets Handicapped D
F3329 VIP Toilets Handicapped E
F3330 VIP Toilets Handicapped C
F3331 VIP Toilets Male A
F3332 VIP Toilets Male B
F3333 VIP Toilets Male D
F3334 VIP Toilets Male E
F3333 VIP Toilets Male D
F3335 VIP Toilets Male C
F3340 Drawing VIP Area
F4206 Interpreter Area
F4218 Interpreter Toilets Common
F4300 Lobby Stairs
F4301 Public Circulation and Lobby A
F4302 Public Circulation and Lobby B
F4303 Public Toilets A Circulation Female
F4304 Public Toilets A Circulation Male
F4305 Public Toilets A Female
F4306 Public Toilets A Female Handicapped
F4307 Public Toilets A Male
F4308 Public Toilets A Male Handicapped
F4309 Waiting Room A
F4310 Waiting Room B
F4311 Waiting Room C
F4312 Waiting Room D
F4315 VIP Toilets Handicapped
F4321 VIP Toilets Circulation
F4322 VIP Toilets Handicapped
F4323 VIP Toilets Female
F4324 VIP Toilets Male
F4326 VIP Toilets Handicapped
F4327 VIP Toilets Female
F4328 VIP Toilets Male
F4330 VIP Toilets Handicapped
F4331 VIP Toilets Female
F4332 VIP Toilets Male
F4325 VIP Toilets Circulation
F4329 VIP Toilets Circulation
F4333 VIP Toilets Circulation
F4334 VIP Toilets Female
F4335 VIP Toilets Male
F4136 VIP Toilets Male
F5114 Public Lift
F5124 Public Lift Shaft
F5306 Lobby Escalators
F5307 Lounges
F5308 Public Circulation and Lobby
F5309 Public Lift Lobby
F5310 Public Toilets A Circulation
F5311 Public Toilets A Female
F5312 Public Toilets A Handicapped
F5313 Public Toilets A Male
F5314 Public Toilets B Female
F5315 Public Toilets B Male
F5316 VIP Toilets Circulation
F5317 VIP Toilet
F6116 Interpreters Lift Shaft A
F6117 Interpreters Lift Shaft B
F6123 Public Toilets A Handicapped
F6201 Interpreter Area
F6202 Interpreter Toilets Common
F6301 Emergency Exit A
F6302 Emergency Exit B
F6303 Emergency Exit C
F6307 Sky Lobby
F6308 Public Toilets A Circulation
F6309 Public Toilets A Female
F6310 Public Toilets A Male
F6311 VVIP Circulation
F6312 VVIP Lounge
F6313 VVIP Toilets
F7203 Interpreter Area
F7219 Interpreter Toilets A Female
F7220 Interpreter Toilets A Male
F7221 Interpreter Toilets B Circulation
F7222 Interpreter Toilets B Female
F7223 Interpreter Toilets B Handicapped
F7224 Interpreter Toilets B Male

12. 12
10.1 CONCEPT
10.1.3 PROGRAM
SERVICE AREA IV. ADMINISTRATIVE AREA
F1300 Cafeteria
F1303 Kitchen
F2303 Kitchen
F2310 Restaurant
F2311 Restaurant Toilets Circulation
F2312 Restaurant Toilets Female
F2313 Restaurant Toilets Male
F5300 Emergency Exit
F5301 Kitchen 1
F5302 Kitchen 2
F5303 Kitchen Storage A
F5304 Kitchen Storage B
F5305 Kitchen Storage C
F6300 Bar
RESTORATION AREA
F5000 Coffee Area
F5001 Copy Center
F5002 Main Data Centre Air Conditioning Room (MDC-ACR)
F5003 Main Data Centre (MDC)
F5005 Hallway Circulation A
F5006 Hallway Circulation B
F5015 Meeting Room 10
F5017 Meeting Room 3
F5018 Meeting Room 4
F5019 Meeting Room 5 Convertible
F5020 Meeting Room 6 Convertible
F5021 Meeting Room 7
F5022 Meeting Room 8
F5023 Meeting Room 9
F5024 Office Reception
F5025 Open Space
F5026 Operation Control Center (OCC)
F5027 Phone Booth 1
F5028 Phone Booth 2
F5029 Phone Booth 3
F5030 Phone Booth 4
F5031 Staff Circulation A
F5032 Staff Toilets Circulation
F5033 Staff Toilets Female
F5034 Staff Toilets Handicapped
F5035 Staff Toilets Male
F5036 Waiting Area
F5004 General Manager Office
F5007 Management Hall 1
F5008 Management Hall 2
F5009 Management Hall 3
F5010 Management Office 1
F5011 Management Office 2
F5012 Management Office 3
F5013 Management Toilets Common
F5014 Meeting Room 1
F5016 Meeting Room 2
MANAGEMENT
ADMINISTRATION

13. 13
10.1 CONCEPT
10.1.3 PROGRAM
The functionalprogram is structured in four big blocks:
- I.BACKSTAGE & ARTISTS
- II.EVENTS AREA
- III.SERVICE AREA
- IV.ADMINISTRATIVE AREA
I. BACKSTAGE
Also known as back-of-house service areas. It includes Staff and Loading for the CC, Stage and
artists areas.
The different spaces foreseen for this purpose are:
- Loading bay
- Loading bay platform
- Loading bay management offices
- Loading lifts (two goodslifts)
- Temporary storage
- Workshop room
- Waste room
- Stage artists entrance and waiting area
- Artist circulation & artist vertical core
- Green room
- Dressing rooms for artists (individual, double and large size)
- Orchestra and Choir changingrooms
- Costume and laundry
- Hair dresser
- Rehearsal rooms
- Control rooms
- Lighting control room
- Sound control room
- TV station room
- Technical rooms( electrical, hvac)
- Staff vertical core
- Staff changing rooms
- Staff toilets
- Staff resting area
- Staff horizontal circulation
- Security control room
- First aid emergency room
- Cleaning rooms
- Conference rooms storages
- Main Hall-auditoriumstorage
- Pre function room
- Mobile partition closets
- Finishing kitchen.
- Waitress service dressing area
.
II. EVENTSAREA
This area is mainly composed of convention rooms and the main room.
A total number of 15 rooms provides the building use with a variety of sizes and capacities
suitable for different and/or simultaneousevents. These rooms are:
- Auditorium Main Hall
- Grand Ball and Wedding Room 3,700 sqm
- Conference Rooms: Room 1,300 sqm, 1 Room 400 sqm, 1 Room 350 sqm, 3 Rooms 300
sqm, 2 Room 200 sqm, 3 Rooms 100 sqm, 2 Room 150 sqm.

14. LEVEL VISITORS NO. SURFACE
(sqm / room)
RATIO OCCUPANCY SUBDIVISIBLE
Convention centre halls (persons) (Y/N)
B2 -9.30m
Main Hall auditorium 1.00
1,195.12 RFP 1,584.00
B1 -4.65m 1,137.16 RFP 1,650.00
F00_ +0.00 683.73 RFP 822.00
F01_ +4.65 1,281.27 RFP 1,257.00
F02_+9.30 749.70 RFP 727.00
5,046.98 6,040.00 Y in two
Banquet Halls & Theaters_Various 13.00
B 01_ -4.65m Conference Room 1 1.00 1,290.27 1.50 860.00 Y in two
F02_ +9.30m Conference Room 2 1.00 346.45 1.50 231.00 N
F02_ +9.30m Conference Room 3 1.00 228.89 1.50 153.00 N
F03_ +13.95m Conference Room 4 1.00 230.19 1.50 153.00 N
F03_ +13.95m Conference Room 5 1.00 320.11 1.50 213.00 N
F03_ +13.95m Conference Room 6 1.00 135.45 1.50 90.00 N
F03_ +13.95m Conference Room 7 1.00 304.39 1.50 203.00 N
F03_ +13.95m Conference Room 8 1.00 312.11 1.50 208.00 N
F04_ +18.60m Conference Room 9 1.00 145.98 1.50 97.00 put together to be one
room
F04_ +18.60m Conference Room 10 1.00 146.73 1.50 98.00
F04_ +18.60m Conference Room 11 1.00 111.97 1.50 75.00 N
F04 _ +18.60m Conference Room 12 1.00 370.47 1.50 247.00 Y in two
F04 _ +18.60m Conference Room 13 1.00 102.00 1.50 68.00 N
F06_ +27.90
Grand Ball room /
wedding room 1.00 3,738.54
1.50 2,492.00
Y in three
TOTALS 15.00 12,830.53 11,228.00
10.1.3 PROGRAM
The Events rooms in the Convention Centre distribution is as follows:
The surface of the convention rooms responds to the ratio of 1.50 sq.m per person. (responding
to the table 7.3 Occupantload, assembly building type, Delhi codes)
14
10.1 CONCEPT
CONFERENCE AND CONVENTIONROOMS
The Convention Centre (without counting the Auditorium and the Grand Ball Room) has 13
convention rooms, with a total net surface of 4,045 sq.m for conventions.
The Event rooms have been specifically designed to hold conventions or congresses, which
implies meetings of a large group of people. In order to foster the flexibility of the rooms, the
floors have been designed flat. This will require the installation of podiums in arrangements
where public attention is focused on the speaker. To ensure maximum flexibility, there are no
columns inside.
Regarding this kind of rooms, here are some key aspects to highlight.
HALLS
The halls will be dimensioned according to the seating capacity of the rooms, which conditions
the number and width of the doors, and therefore their dimension when beating in any direction.
TRANSLATION BOOTHS AND CONTROL ROOMS
The translation booths and control room meet the specifications of the international standards
ISO 2603-1995 and 4043, which indicate a room width of 2.5m with a depth of 2.4m and a
minimum height of 2.3m.
Dedicated resting areas will be available for translators as well as differentiated toilets and
circulationsof the public.
WAITING ROOMS FOR SPEAKERS
Each room requires adjacent spaces for the speakers. These rooms can be understood as
lounges or waiting rooms.
STORAGE
Each convention room has his own storage associated.

15. 15
10.1 CONCEPT
FOYER/ PUBLICCIRCULATION
The main access lobby to the Main Hall auditorium is located at the ground floor, level +0.00.
The main entrance lobby for the Convention Centre is located at level -4.65. In that way access to
the building is done progressively, avoiding the generation of crowds and people disorientation.
Accreditation and registration process will take place in both levels. Only At level 0.00 two box
offices are provided.
Once the access to the Auditorium is done, an internal vertical for the Main Hall-auditorium core
is provided avoiding the mix of people attending different events.
The direct access to the restaurant is found on the second floor, at level +9.30m. The exterior and
covered space allows the people to reach the restaurant independently, without entering the
building.
Finally, the interior lobby gives access to the Grand Ball room. This lobby will be located in two
different levels. One lobby is placed in the 5th floor, accessible by the main escalators and
public lifts. Another set of escalators is distributed in three groups (escalator plus stairs).
The lobby on 6th floor (level +27.90m) faces the façade, having spectacular views of the Arena.
As it has been described for the main access, the scale of the Grand Ball room advises that its
circulation surface shall be structured in two levels.
This division contributes to the management of the activities, improving the effectiveness of the
lobby as a resting area, space of social relations and circulation.
In the event of a delay at the beginning of any conference, the building program organization in
height will help to avoid people agglomerations, since the public will tend to be distributed
uniformly between the foyer, the outdoor terraces and the cafeterias and restaurants located on
the lower floors.
10.1.3 PROGRAM
III.SERVICE AREA
Including areas designed for PUBLIC USE and RESTORATION, it is developed in and around the
public lobby, supporting the halls and other uses of public influx.
- PUBLIC SERVICE AREA
-Access to the building/lobby
-Ticket office and information
- Security check & Frisking areas
-Reception
-Cloakrooms
-Vertical communications
-Lounges
-Toilets
-Resting areas
-VIP lounge
-VIP dressing room
-VIP circulation
- VIP toilets
- RESTORATION AREA
- Cafeteria on +4.65 m
- Kitchen on +4.65
- Restaurant on +9.30m
- Kitchen on +9.30
- Kitchen on 23.25
- Bar on +27.90

16. 16
10.1.3 PROGRAM
The lobby is developed in seven levels, from -4.65m up to +23.25m. Main public vertical
communication are: lifts, escalators and open stair in the void. The following complementary
uses are directly connected to support the lobby: ancillary services, cloakrooms, lockers,
toilets, etc.
-Ancillary services for the public:
Information management and accreditation area. It includes the control area, the information
office and the external automatic accreditation space.
-Wardrobe and suitcases lockers
An area of lockers (luggage storage) is foreseen. It will allow the newly arrived people or the
ones already going away, to leave their suitcases before starting the process of accreditation
and access.
-Toilets:
In accordance with the minimum provision of toilets in Indian regulations, it corresponds with
the occupation load of the spaces. Toilets for public use are distributed in every foyer level,
considering the big amount needed and their simultaneous use in the events breaks.
-Lounges
The main space reserved for lounges is situated on the 5th floor, level + 23.25 m. There,
informal meetings occur as well as videoconferences and telepresence meetings. It has a close
relation with the kitchen of this level requiring a continuous service of the same. It has direct
access to the exterior, with the possibility of generating external meeting spaces.
-VIPs rooms
The drop off for VIP access is made at level 0.00 to the main Hall and at level -4.65 to the Grand
Ball room.
RESTORATIONAREA
This area includes cafeterias and restaurants with kitchens.
The interior restoration surface is complemented with a surface almost the same size of
terraces. Between the interior and exterior spaces, the cafeteria and restaurant could serve
simultaneously a large number of dinners.
10.1 CONCEPT
All kitchen areas will incorporate storage, food and garbage warehouses and laundry areas.
The restoration area is distributed in three different levels:
-Cafeteria
On first level +4.65 m, cafeteria located near the access.
This restoration area serves equally to the enclosed lobby and to the exterior area. It is
envisioned as a cafeteria for light meals and sandwiches.
-Restaurant +9.30m
The main restaurant is located in the 2nd floor, level 9.30 m, linked to the outdoor terraces and
the big exterior urban square near to the arena.
-Kitchen area +23.25m
The kitchen on 5th floor, level +23.25 m aims to prepare and / or manage the food and
beverage of large-scale events that can be produced in any space of the building. It will also be
dedicated to the grand ball room just on the next level above. Therefore there is no associated
restoration zone.
-Bar on +27.90m
A bar serving the exterior cocktail area of more than 900sqm is provided. It also can be used as
finishing kitchen when a catering occurs.
- Mobile buffet bar cart
It is planned that there would be mobile buffet bar cart distributed all along the several lobby
levels for large attendance events. Conceived as a support for the main restoration pieces, they
are refrigerated islands positioned in strategic places during the event breaks.
IV. ADMINISTRATIVEAREA
The offices in from the management and administration of the Convention Centre are located on
the 5th floor (level +23.25m), organizing, scheduling the agenda of events and controlling
activities.
With a provisioned extension of around 1,300sqm, the sizing may possibly include future needs
for undetectable internal spaces until the introduction of an operator.

17. LEVEL STAFF BOH NO. SURFACE OCCUPANCY
B2_ -7.40m Storage, Technical Booths 880.00 30.34
B1_ -4.65m Storage, Technical Booths 673.00 23.21
F00_ +0.00 Storage, Technical Booths 114.00 3.93
F01_ +4.65m Storage, Technical Booths 716.00 24.69
F02_ +9.30 Storage, Technical Booths 1,111.00 38.31
F03_ +13.95m Storage, Technical Booths 870.00 30.00
F04_ +18.60m Storage, Technical Booths 700.00 19.00
F05_ +23.25 Storage, Technical Booths 504.00 17.38
F06_ +27.90 Storage, Technical Booths 249.00 8.59
F07_ +31.88m Storage, Technical Booths 585.00 20.17
F08_ +32.08m Storage, Technical Booths 611.00 21.07
TOTALS 7,013.00 236.69
LEVEL STAFF RESTORATION AREAS NO. SURFACE OCCUPANCY
F01_ +4.65m Kitchen 1.00 146.00 20.86
F02_ +9.30 Kitchen 1.00 129.00 18.43
F05_ +23.25 Kitchen 1.00 438.00 62.57
F05_ +23.25 Bar 1.00 37.67 5.38
TOTALS 4.00 750.67 107.24
LEVEL STAFF ADMINISTRATIVE AREA SURFACE OCCUPANCY
F05_ +23.25 Offices 1.00 1,438.00 144
TOTALS 1.00 1,438.00 144
LEVEL TRANSLATORS NO. SURFACE RATIO OCCUPANCY
F00_ +0.00 103.00 10.00
F01_ +4.65 45.00 4.00
F02_ +9.30m 133.00 10.00
F03_ +13.95m 116.00 20.00
F04_ +18.60m 106.00 12.00
F06_ +27.90m 22.00 0.00
F07_ +31.88m 232.00 26.00
TOTALS 757.00 82.00
LEVEL VISITORS NO. SURFACE
(sqm / room)
RATIO OCCUPANCY SUBDIVISIBLE
Convention centre halls (persons) (Y/N)
B2 -9.30m
Main Hall auditorium 1.00
1,195.12 RFP 1,584.00
B1 -4.65m 1,137.16 RFP 1,650.00
F00_ +0.00 683.73 RFP 822.00
F01_ +4.65 1,281.27 RFP 1,257.00
F02_+9.30 749.70 RFP 727.00
5,046.98 6,040.00 Y in two
Banquet Halls & Theaters_Various 13.00
B 01_ -4.65m Conference Room 1 1.00 1,290.27 1.50 860.00 Y in two
F02_ +9.30m Conference Room 2 1.00 346.45 1.50 231.00 N
F02_ +9.30m Conference Room 3 1.00 228.89 1.50 153.00 N
F03_ +13.95m Conference Room 4 1.00 230.19 1.50 153.00 N
F03_ +13.95m Conference Room 5 1.00 320.11 1.50 213.00 N
F03_ +13.95m Conference Room 6 1.00 135.45 1.50 90.00 N
F03_ +13.95m Conference Room 7 1.00 304.39 1.50 203.00 N
F03_ +13.95m Conference Room 8 1.00 312.11 1.50 208.00 N
F04_ +18.60m Conference Room 9 1.00 145.98 1.50 97.00 put together to be one
room
F04_ +18.60m Conference Room 10 1.00 146.73 1.50 98.00
F04_ +18.60m Conference Room 11 1.00 111.97 1.50 75.00 N
F04 _ +18.60m Conference Room 12 1.00 370.47 1.50 247.00 Y in two
F04 _ +18.60m Conference Room 13 1.00 102.00 1.50 68.00 N
F06_ +27.90
Grand Ball room /
wedding room 1.00 3,738.54
1.50 2,492.00
Y in three
TOTALS 15.00 12,830.53 11,228.00
17
BUILDING OCCUPANCY
To calculate the general population of the building the final figure should be a grand total of
visitors foreseen plus support staff and operator staff required.
The Convention Centre population is 11,798 people in total.
11,228visitors
82 interpreters(translators)
237 Back of the house staff
107 restoration area staff
144 office staff
The following charts shows the different population types:
10.1 CONCEPT

18. 18
10.1.4 GENERAL LAYOUT
The urban location for the Convention Centre in the plot has been conceived so that it can be
accessed from anywhere surrounding it.
From the exterior exhibition area axis, which connects with the metro station, the building goes
down and allows the people enter through the basement one at level minus 4.65m.
The connection with the lobby and the street is materialized through generous covered outdoor
spaces that allow optimal flow of people protected from weather conditions.
A big staircase composed by several elements (grades, evacuation stairs, ramps) faces the
square located between the Arena building and the Convention Centre, allowing the access to
the different levels of the auditorium and the building (level +0.00m, level +4.65m and level
+9.30m).
A covered street, at level +0.00, connects the Exhibition hall with the Convention Centre and
gives the main access to the building. This street with double height allows direct exit from the
parking before accessing the Convention Centre.
A simple walk through the entrance atrium allows the entrance the convention rooms or the
auditorium after getting the accreditations and going through access control.
10.1 CONCEPT

19. 19
10.1.5 SPECIFIC LAYOUT
MAINHALL-AUDITORIUM
AUDITORIUM CAPACITY
The Auditorium is part of the Convention Centre and a key element due to its large capacity
(6,040 attendees as well as the complementary uses needed around it as backstage). It has a
main lobby with separated people circulationat level 0.00.
A large part of the spaces of the Auditorium of the Convention Centre is meant for collective
and/or jointuse by the public, users and artists.
The net surface area is 5,047 sqm taking into account that 3,408 sqm are occupied by the
seating area.
AUDITORIUM ENTRANCE
The access to the Auditorium goes across its own lobbies, separated from the Convention Centre
lobby because they don´t share vestibule areas. It also depends on whether the hall is unique or
divided in two halls.
People going to the main hall enter the building at +0.00 m level and get the Auditorium, to its
interior circulations and levels. The Auditorium has private stairs and corridors in order to
achieve independent circulationsof public inside the Centre.
When the main hall is divided in two, independent access for each hall has been planned:
-Auditorium A from the main lobby entrance at level +0.00 and then trough his own core ( two
lifts and stairs with an escalator giving access at level -4.65 and +9.30)
-Auditorium B : an independent and complementary entrance on +0.00 from the Main Hall main
lobby trough a wide corridor giving access at level 0.00 and then taking the stairs going down or
up or by two lifts.
Auditorium entrance on level +0,00
10.1 CONCEPT

20. 10.1.5 SPECIFIC LAYOUT
MAINHALL-AUDITORIUM
AUDITORIUM DIVISION
The Main Hall has different configurations. It is divisible in two different rooms and the main area
seating is a retractile floor. When it is configured as a unique auditorium with the central stage
has a capacity of 5,229 seats, in his main configuration (stage at the back) has a capacity of
6,040 seats.
20
At level +0.00m, people enter the Auditorium from the main lobby of the building. When the hall
is divided in Auditorium A and Auditorium B, there are two entries with independent foyer and
service area.
The main hall can be separated into two halls with a movable wall or partition, improving its
public assembly configurations customized to meet the changing requirements of audience and
event.
+0.00m__
+9.30m__
+0.00m__
+9.30m__
______________________-6.40m
AUDITORIUM MAIN HALL
6,040 seats
AUDITORIUM A l AUDITORIUM B
-4.65m__________________
-4.65m_________________
entrance level
entrance level stage level
_____-6.40m
stage level
10.1 CONCEPT

21. 21
10.1 CONCEPT
10.1.5 SPECIFIC LAYOUT
MAINHALL-AUDITORIUM
AUDITORIUM MAIN HALL DIVIDED IN TWO HALLS ZOOM OF MAIN HALL A GREEN ROOM
ZOOM OF MAIN HALL B GREEN ROOM

22. 22
10.1 CONCEPT

23. 23
10.1.5 SPECIFIC LAYOUT
MAINHALL-AUDITORIUM
OPERABLE WALL PARTITION
The way the mobile partition is designed is through movable acoustic walls coming from the
ceiling. This operable walls are also adaptable to the different levels of the steps.
Section. Wall up. Section. Wall down.
A vertical folding operable partition system is a light weight solution hung from the structure of
the building with isolation and sound absorption. It is very interesting that no floor or wall tracks
will be needed.
It is a custom manufactured, fully automatic, flat, rigid retractable wall system that provides
vertically folding space division with excellent acoustic properties
The following figures of the vertical folding operable partition solution explain how the division is
being designed:
---------- ---------- ----------- ----------
CEILING
10.1 CONCEPT

24. 24
10.1.5 SPECIFIC LAYOUT
SIGHTLINES ANALYSIS- STAGE
Multiple flooring and seating configurations depend on the stage situation (position and level).
Considering the main configuration of all the seats within the tier, as it is shown below:
Auditorium main hall configuration. Stage at the back of the room (level -6.40).
The sightlines are designed to provide a proper understanding of the performance made at the
stage with this configuration. The sightline analysis has been carried out based on the following
assumptions:
The target was defined as a rectangle of 10m (wide) x 1m (height) located in the middle of the
stage. This area comprises from 1.0m above the stage up to 2.0m above the stage as the
picture describe.
10.1 CONCEPT
MAIN CONFIGURATION
Stage - Number of seat audience (item & %)
% of clear sightlines aiming to the stage Total figures
BAD (<25%) 19 0%
REDUCED (25-50%) 314 5%
ACCEPTABLE (50-75%) 726 12%
GOOD (75-90%) 295 5%
EXCELLENT (>90%) 4686 78%
With these assumptions the quality of the audience could be described with the following
features:

25. 25
10.1.5 SPECIFIC LAYOUT
SIGHTLINES ANALYSIS- STAGE
In order to improve the figures of sightlines without screens consideration, a simple elements
could be used to punctually raise the main speaker area, up to 1.5m above the original stage
level. As an option, you can find below a kind of raised floors for some venues. And also the
results of calculations.
10.1 CONCEPT
MAIN CONFIGURATION
Stage level + 1.5mraisedfloor- Number of seat audience (item & %)
% of clear sightlines aiming to the stage Total figures
BAD (<25%) 0 0%
REDUCED (25-50%) 0 0%
ACCEPTABLE (50-75%) 311 5%
GOOD (75-90%) 379 6%
EXCELLENT (>90%) 5350 89%

26. 26
10.1.5 SPECIFIC LAYOUT
SIGHTLINES ANALYSIS– SCREENS
Most of the worst sightlines locations are far from the stage and according to different authors
the human eye can perceive an object as small as one minute of arc (about 9mm at 30m or
13mm at 40m aprox.). This means that a raised eyebrow or small gesture could be lost. That is
why, this kind of venues with large dimensions need of audiovisual reinforcement. Considering
these audiovisualreinforcement the sightlinesfigures are as follow:
10.1 CONCEPT
MAIN CONFIGURATION
Stage + Screens - Number of seat audience (item & %)
% of clear sightlines aiming to the stage Total figures
BAD (<25%) 0 0%
REDUCED (25-50%) 0 0%
ACCEPTABLE (50-75%) 11 0%
GOOD (75-90%) 884 15%
EXCELLENT (>90%) 5145 85%

27. 27
10.1.5 SPECIFIC LAYOUT
SIGHTLINES ANALYSIS- STAGE
When the main Hall is configured with the stage in the middle (level -6.40), the sightlines
analysis could be summarized as follows:
The same assumptions taken in the configuration with the stage at the back regarding
sightlines design are followed.
Auditorium main hall configuration. Central Stage (stage level -6.40).
10.1 CONCEPT
MAIN CONFIGURATION
Stage - Number of seat audience (item & %)
% of clear sightlines aiming to the stage Total figures
BAD (<25%) 17 0%
REDUCED (25-50%) 284 5%
ACCEPTABLE (50-75%) 561 12%
GOOD (75-90%) 159 5%
EXCELLENT (>90%) 4208 78%
With these assumptions the quality of the audience could be described with the following
features:

28. 28
10.1.5 SPECIFIC LAYOUT
SIGHTLINES ANALYSIS- SCREENS
In the same stage configuration (MIDDLE) but considering the sightlines aiming to the
reinforcement visual screens, the results are as follows:
10.1 CONCEPT
MAIN CONFIGURATION
Stage + Screens - Number of seat audience (item & %)
% of clear sightlines aiming to the stage Total figures
BAD (<25%) 0 0%
REDUCED (25-50%) 0 0%
ACCEPTABLE (50-75%) 0 0%
GOOD (75-90%) 729 15%
EXCELLENT (>90%) 4526 85%

29. 29
10.1 CONCEPT
10.1.5 SPECIFIC LAYOUT
MAINHALL-AUDITORIUM
CONFIGURATIONS
The different public assembly configurations of the main hall customized to meet the changing
requirements of audience and event. All floor configuration possibilities are shown in drawings:
In case of bigger stage is required, the tier located at the back has the possibility to go down and
hide all the seats.
As the mobile grades accommodate the seats, when folded the seats disappear.
In case the greatest capacity is needed, mobile seats can be added on the current stage area,
moving the stage area to he back and still having no seats at the back of the stage.
There are many other configurations. One of the best regarding visuals would be have the frontal
stage but at level -7.40 with the seating area located in tier mode with his lower level at -8.20
Enlarged stage.
Level -6.40m
No seatings behind
Central stage.
Level -6.40m
SD_ECC_PEAC_CC_ARC_X_MH_DW_0310_07
SD_ECC_PEAC_CC_ARC_X_MH_DW_0311_07
SD_ECC_PEAC_CC_ARC_X_MH_DW_0312_07
SD_ECC_PEAC_CC_ARC_X_MH_DW_0313_07
SD_ECC_PEAC_CC_ARC_X_MH_DW_0314_07
SD_ECC_PEAC_CC_ARC_X_MH_DW_0315_07
Retractile tier
RETRACTILE TIER
FIXED TIER REMOVABLE SEAT

30. 30
10.1.5 SPECIFIC LAYOUT
MAINHALL-AUDITORIUM
AUDITORIUM. MAIN HALL AS A MULTIPURPOSE HALL
This hall will often have a primary function for plenary convention sessions as well as supporting
creative aspirations of art groups in a symphony Hall or an assembly auditorium within the
Convention Centre.
At the same time, it is thought to be a successful multipurpose hall that will also be able to host
additionalevents that will attract contributed income in order to keep the venue full and active.
Added functions such as corporate banquets, corporate exhibitions, private functions, cabaret
shows, teaching seminars, sporting events, dance/rock shows... will all be able to add
contributed income to the venue and keep it running with financial success year after year.
Multiple configurations often have an added benefit of including food and beverage incomes as
well.
This type of multipurpose halls has a custom flexible design to suit projected event
requirements, local capacities and future potentials; this renders the venues versatile, efficient
and subsidy free.
Thus the main hall is conceived as Auditorium with a variety of different configurations,
becoming a multipurpose hall because, in addition to the movable division in two rooms, the
main seating area is a retractile floor that consists of automated platforms with rotating seating
system.
RETRACTABLE TIERS ROTATING SEATING SYSTEM
This automated platform rotatable system includes a total of 2,122 seats in 1,514 sqm. The
945 sqm stage area is built with these platforms . The Retractable Tiers System technology,
hidden below the floor, automates the rotation of seats from below to above the conference
room floor.
10.1 CONCEPT
Retractable Tiers System
Flat configuration
Classroom configuration
Theater configuration

31. 31
10.1.5 SPECIFIC LAYOUT
MAINHALL-AUDITORIUM
With a permanent look and feel, Auditorium seats could be from any quality seating
manufacturer, it has structural robust flooring and provides with similar acousticsas fixed
version.
CONFIGURATIONS
The automated platform with rotatable transformation seats is the Retractable Tiers System. It
allows to create many different public assembly configurationswithin a single facility, each
customized to meet the changing requirements of audience and event.
The following events would be developed in the main hall depending on the configuration of the
seating and floor.
· CONVENTION
· AUDITORIUM
· FLAT FLOOR
· CABARET
· SEMINAR
· TIERED BANQUETING
· DANCE/ROCK SHOWS
· EXHIBITIONS
The figures bellow explain two possibile configurations of floor and seats in the same space It is
similar to the main hall Auditorium in the Convention Centre.
Two examples of this versatile installationof retractable tiers system for multipurpose halls are
The Lennox Suite in Edinburgh and The SwissTech Convention Center in Lausanne.
10.1 CONCEPT

32. STRUCTURAL
DESIGN

33. 33
10.2 STRUCTURAL STRATEGY AND SCHEMES
INTRODUCTION
The Convention Centre building has a rectangular shape in plan, with overall dimensions of 160
m x 72 m, and a total height of around 42 meters above ground, resulting on 58,500 sqm. The
building presents several column-free large spaces, to meet the demands of its use (large
meeting rooms and exhibition areas, such as one located at an upper level and occupying
almost the entire floorplate) and its architectural intention, including large openings that house
open-air terraces. The structure has therefore to accommodate spans of more than 70 meters.
In order to achieve these long spans and column free floors, floor-high trusses and several
floors-high mega-trusses are employed.
STRUCTUREDESIGN BASIS
The structure design basis of the Convention Centre are described in the Technical Design Basis
Report, and the general structure design approach is described in section 9 of this Final Tender
Package.
LOADS
Loads are described in the Technical Design Basis Report.
MATERIALS
Reinforced concrete M-40 will be used on core walls.
Columns and roof structures will be executed with E-350 steel.
GEOMETRICMODEL
Below are the images of the geometric model of the Convention Centre building structure.
Convention Centre structure perspective
Convention Centre structure perspective

34. 34
ANALYTICALMODEL
The figures below show the definition of the analytical calculation model of the Convention
Centre building. The analytical model, carried out in ETABS 2016.1.0 up to the schematic design
for final tender level of detail of this stage, is submitted together with this report.
Convention Centre structure longitudinal perspective cut
Convention Centre structure longitudinal perspective cut
Convention Centre structure analytical model
Convention Centre structure analytical model
10.2 STRUCTURAL STRATEGY AND SCHEMES

35. 35
STRUCTURAL DESIGN
The main seismic resistant structure is formed by a very rigid structural macro-system,
composed of four main concrete cores plus five shear walls and a large steel truss system that
goes all around the main meeting hall at the upper level. The steel trusses are rigidly connected
to the concrete cores, strategically placed close to the corners, creating a system of huge rigid
frames in both directions, which provides horizontal stability. This macro-system is
complemented by a set of smaller rigid frames located at every level, which contributes to
distribute and control horizontal stresses and displacements.
The structure combines prefabricated concrete elements and a composite steel-concrete
structure, and despite its apparent irregularity and its large openings and extensive spans,
responds efficiently to structural and seismic requirements, while enhancing its architectural
intentions.
The main structural singularities of the building come from the large floor openings at several
floors and the need of large spaces without columns. Both great-depth box girders inside the
false ceilings and floor-to-floor trusses structural typologies have been studied for these areas.
The box girder solution results in more steel and requires complex openings and coordination
with MEP in order to allow the MEP ducts through the box girders.
Main Concrete Cores plus Shear Walls
Roof structure
Trusses arrangement in the Roof
As it can show in the image, there is a
perimeter Mega-truss four floors high that
connects rigidly the concrete cores and
supports the transversal trusses one floor high
of the roof.
The roof cantilevers between 15 m and 25 m,
depending on the side. There is a sloped
“corona” truss at the edge of this roof, but it’s
not efficient as prop of the roof, as there are
other mega-trusses between the cores, being
more cost-effective having pinned-and-
vertically-sliding connections so that the
corona trusses support their self weight and
facade and wind loads, working the roof
structure as pure cantilevers.
MEGA-TRUSSES
TRASVERSAL
TRUSSES
BRACING
10.2 STRUCTURAL STRATEGY AND SCHEMES
The floor-to-floor trusses solution results in a more efficient structure –i.e., less steel- but
requires a careful coordination with architecture, as diagonals from the trusses cross the
floors. The architectural design has been carried out taking into account this fact, and the
functional arrangement of partitions, doors and corridors allows the crossing of the floor-to-
floor trusses.
The biggest space is located on the sixth floor where the Grand Ball Room has a free dimension
of 72mx112m on plan. This requires the roof to span this length without columns.

36. 36
Transversal trusses follow 14 m to support lateral cantilever.
Another relevant place is the Auditorium. Its roof, located on the Third floor, has to clear a big
space with dimensions of 72mx80m on plan.
At this height, the building grows 40m on plan.
Transversal Section with lateral cantilever
On the Basement One there is another large space “The CC Room”, where it has been necessary
to create a truss system on the Second floor in order to create a free space without columns.
Structure System in “CC Room” between Second Floor and Basement One
Truss arrangement above “CC Room”
LongitudinalSection with the three main large Openings
GRAN BALL ROOM
CC ROOM AUDITORIUM
10.2 STRUCTURAL STRATEGY AND SCHEMES

37. 37
STRUCTURAL BEHAVIOUR
MODALANALYSIS
Convention Centre. Second mode shape
Convention Centre. Third mode shape
Convention Centre. First mode shape
At the corners of this new part, two concrete wallsappear.
The big space is resolved with longitudinal trusses one floor high every 8 meters, which are
supported on three main Mega-Trusses and on an alignmentof columns.
Structure System in Auditorium between Third Floor and Basement two
10.2 STRUCTURAL STRATEGY AND SCHEMES

38. 38
DEFLECTIONS
Convention Centre. Deflection under Earthquake Seismic Loads
Convention Centre. Roof. Deflection under Vertical Loads(Dead+SD+L)
Convention Centre. Floor 6. Deflection under Vertical Loads (Dead+SD+L)
Convention Centre. Floor 5. Deflection under Vertical Loads (Dead+SD+L)
10.2 STRUCTURAL STRATEGY AND SCHEMES

39. 39
Convention Centre. Floor 4. Deflection under Vertical Loads (Dead+SD+L)
Convention Centre. Floor 3. Deflection under Vertical Loads (Dead+SD+L)
Convention Centre. Floor 2. Deflection under Vertical Loads (Dead+SD+L)
Convention Centre. Floor 1. Deflection under Vertical Loads (Dead+SD+L)
10.2 STRUCTURAL STRATEGY AND SCHEMES

40. 40
Convention Centre. Ground floor. Deflection under Vertical Loads (Dead+SD+L)
Convention Centre. Basement -1. Deflection under Vertical Loads (Dead+SD+L)
STRESSES
Convention Centre. Transversal cross section I. Axial forces ENV ULS
Convention Centre. Transversal cross section II. Axial forces ENV ULS
10.2 STRUCTURAL STRATEGY AND SCHEMES

41. 41
Convention Centre. Transversal cross section II. Axial forces ENV ULS
Convention Centre. 3D I. Axial forces ENV ULS
Convention Centre. Longitudinal cross section I Axial forces ENV ULS
Convention Centre. 3D II. Axial forces ENV ULS
10.2 STRUCTURAL STRATEGY AND SCHEMES

42. FAÇADE DESIGN

43. 10.3.1 ACHIEVING ICONIC FAÇADES
FAÇADE DESIGN SCOPES
The building envelopes must communicate an image of contemporaneity based on tradition.
This, that at first sight might sound as a contradiction, must be conceived in an attempt of
understanding the complexity of the past, but reinterpreted by the introduction of contemporary
technologies in the generation of new responsive patterns, which must act mainly as
environmental moderators.
A thoughtfully skin system is proposed to achieve sustainability, but it also must synthesize
each facet of the project, such as materiality, constructability and budget. It is mainly focused
on:
PERFORMANCE
Façades play a crucial role in insulation and light exchange. Its performance is attended in order
to improve comfort and productivity, energy use and running costs.
CONSTRUCTIVE OPTIMIZATION
For large scale projects, façades must be conceived incorporating structural engineering,
building physics and advanced generative modeling design in accordance to scale, schedules
and budgets, from concept, to completion. Precast systems are key to achieving these
objectives.
10.3 FAÇADES DESIGN
43

44. 10.3.2 MERGING TRADITIONAL ORDER + GENERATIVE RESPONSIVE PATTERN
Regular pattern representing static physics:
Structural System
Generative pattern representing dynamic physics:
Environmental Responsive Skin
All façades will be layered in two orders. The first one, will be a regular system, attending to all
static conditions. This is in one hand, the structural system, which will be optimized to be
integrated as the building structure.
On the other, it must attend materials physics: optimization of the form in order to have a rational
execution, clear function, durability, reasonable budget and studied performance.
The implementation of an adaptive system generates a response to changeable conditions and
demand of indoor conditions. It provides the possibility of improving the building’ efficiency in terms
of energy, and enhances occupant comfort, according to each programmatic requirement.
,
The following chapters, describe the more representative and unique construction systems of facades
of the project, without being excluding with everything else that can be indicated in the plans.
The compliance of the thermal regulation, energy certification, structural and acoustic verification,
shall be verified for each system.
44
10.3 FAÇADE DESIGN

45. 10.3.3 ABSTRACT PATTERN DESIGN – RESPONSIVE SYSTEM TO BE APPLIED ON FAÇADES
45
10.3 FAÇADE DESIGN

46. I. BACKSTAGE
- LOADING AREA
- ARTISTS AREA
- TECHNICAL AREA
II. EVENTS AREA
III.SERVICE AREA
- PUBLIC SERVICE AREA
- RESTORATION AREA
IV. ADMINISTRATIVE AREA
Level +27.90
Level +23.25
Level +18.60
Level +13.95
Level +9.30
Level +4.65
Level +0.00
Level -9.30
Level -4.65
Level +31.88
Level +38.02
Roof
Level +41.75
10.3 FAÇADE DESIGN
10.3.5 CC FAÇADES
NOTE to North-east Auditorium Facade:
LED Screen fixture will be installed in Phase I, however the installation of the screen itself will be
done in Phase II.
Until the beginning of Phase II the facade will be covered by "textile facade system".

47. ALUMINUM
COMPOSITE
MATERIAL
ACM – Mirror
Finish 4887 sqm
CURTAIN WALL SYSTEM, 6,500sqm
·structural cables and point fixing system
·aluminum unitized curtain wall system
·glass cladding with spider point fixing glazing
GRC PANELS
GLASS REINFORCED
CONCRETE
11,000sqm
10.3 FAÇADE DESIGN
10.3.5 CC FAÇADES
LED video
wall - Crown
5380 sqm

48. 10.3.5 CC FAÇADES
48
10.3 FAÇADE DESIGN

49. 10.3.6 FAÇADE COMPONENTS AND MATERIALS
10.3.6.1 GLASS REINFORCED CONCRETE – GRC PANELS
The precast panels will be made of GRC Sandwich Panel System. This is a thin layer of 15mm
thickness of concrete reinforced with fiberglass, an infill layer of projected foam (EPS), and
another layer of 15mm GRC, Both faces must be perfectly polished to have panels that can be
seen both from inside and outside.
A system of 42 panels has been specially designed for the project. They have two kind of
variations:
I. A pattern of openings, in 6 steps. Perforated panels will be used in spaces which need light
and/or ventilation, and the blind ones, where there are no requirements. The rest of the panels
will built soft transitions in between both.
II. Each panel will have a variation un depth too, for achieving a tridimensional effect.. The more
perforated, less depth, less perforations, more depth. All the variations will be explained in the plans, for
each type of panel.
The panels have been designed over a base of hexagons, wich combine 3 different widths: 2mts, 4 mts
and 8 mts, based on the concept of the structural module of 8mts. The hexagons of 4 and 8 mts, have
been divided in panels of 2mts wide, in order to be transported, raised and installed easily.
A metallic substructure will always be applied, following the pattern of hexagons, as has been explained
in plans.
49
10.3 FAÇADE DESIGN

50. GRC PROPERTIES
Panels
The panels will be made to measure as described before, and as it is stipulated in the project
plans. It will be ”Sandwich" type. Its theoretical weight varies between 45 and 60 kg / m2,
depending on the aforementioned thickness, the dimensions of the frame and the type of finish.
Nerves in perforated areas will never be less than 100mm. Same with the borders.
The panels will be textured according to plans, varying the thickness according to the
requirements of the texture.
Tolerances
The manufacturing tolerances of the panels are as follows:
- For height ≤ 3 m ± 3 mm.
- For height> 3m ± 3 mm for every 3 m, with a maximum of 6 mm.
- For width ≤ 3 m ± 3 mm.
- For width> 3m ± 3 mm for every 3 m, with a maximum of 6 mm.
. For the thickness of the G.R.C sheet: + 3.0 mm, - 2.0 mm
. For the total thickness of Stud-Frame panels: + 10 mm, - 6 mm
· For angle of inclination between edges (perpendicularity): ± 2,0 mm
· For warping (distance from one vertex to the plane formed by the other three): 5 mm per ml.
Joints
All gaskets are sealed with neutral silicone or polyurethane putty.
Horizontal joints
Flat joints with a nominal thickness of 10 mm in thickness.
Vertical joints
Like the horizontal joints are flat joints of nominal thickness of 10 mm thick, depending on the
dimensions of the panel.
Acoustic isolation
The requirements for protection against noise are justified, in this case, must apply with the
panel assembly plus the cement board wall or acoustic curtain wall behind.
The normalized noise damping values will depend on the grout and the gypsum rock partition to
be made on site.
50
10.3.6 FAÇADE COMPONENTS AND MATERIALS
10.3 FAÇADE DESIGN

51. GRC PROPERTIES
Concrete reinforced with fiberglass.
It is the base product of the system and is obtained by means of a spray gun (which cuts the
glass fiber and the mixture with the mortar), on a mold of the dimensions of the Panel to be
manufactured. The physical and mechanical characteristics of reinforced concrete with glass
fiber must be among the following values:
- Density: 1.9 - 2.1 t / m3.
- Modulus of elasticity: 10 - 20 GPa.
- Modulus of rupture to flexion: 15 - 20 MPa.
- Resistance to planar shear: 7 - 11 MPa.
- Shear strength of punching 20 - 30 MPa.
- Coefficient of thermal conductivity λ = 0.70 W / m · ºC.
Concrete reinforced with fiberglass. It behaves like a concrete and its coefficient of thermal
expansion is between 7 and 12 x 10-6 m / m · ºC. It is a non-combustible material. Classified
M-0 according to UNE 23727: 1981.
The reinforced concrete with glass fiber consists of:
Cement
The cement used in the production of the concrete will be any type of common cement that
meets the specifications of the norm NTP-334.009, NTP-334082 and / or NTP-334.090.
Sand
The sand used to make the mortar is silica with a quartz content (SiO2) greater than 95% of the
weight of the sand. Granulometrically between 0 mm and 1 mm.
Water
The water must be potable or, if not, it must be evidenced that it does not cause adverse effects
on the GRC resistance.
Additive
The plasticizer additive used in the manufacture of the mortar is a melamine-based kneading
water reducing agent or new generation polymers.
Image reference: Sample of Panels Subdivision
Image reference: Example of panel with windows incorporated.
51
10.3.6 FAÇADE COMPONENTS AND MATERIALS
10.3 FAÇADE DESIGN

52. Fiber
The fiber used must be a composite of resistant alkali glass fibers, in the form of filaments,
corresponding to a mixture of GLASS AR and a sizing applied to the filaments, with a maximum
proportion of 3%, the technical characteristics of which are:
- Content in ZrO2: ≥ 15%.
- Loss on fire: 1,8%.
Filaments joined together forming strands.
- Diameter of the filament: 14 μm.
- Number of filaments: 200 / strand.
- Tex of the strand (g / km): 83.
- Linear mass (g / km): 2,500.
- Density 2.68 g / cm3.
- Elongation at break of the thread: 2.5%
- Young's Modulus (MPa): 72,000 MPa.
- Strand tensile strength (MPa):
- SIC (Specifications G.R.C.A) (MPa): ≥ 400.
HANDLING AND FIXING ELEMENTS
All elements of the system must comply with national standard regulations, and other
international recommended .
The contractor must submit a report justifying compliance with these standards.
Anchors
Bolts, universal hooks and threaded bushes can be used for demolding, handling and lifting. The
mounting elements are made up, bolts, angles, bars, threaded rods and metal rails type "RCP".
Fasteners
The type of steel will be ASTM A-36 or higher. We will distinguish between the elements that are
incorporated in the panels and the elements of union between the panels and the own structure
of the building.
Elements incorporated in the panels:
- Gripalon type "CPR".
- "Prefix" threaded bushings. Image reference: Sample of Pattern
Image reference: Sample of Panels
52
10.3.6 FAÇADE COMPONENTS AND MATERIALS
10.3 FAÇADE DESIGN

53. Sealants
Sealants will be made of silicone rubber or polyurethane on backer Rod closed cell polyethylene
foam profiles or similar. The sealant must be the same color of the panels.The manufacturing
process of the panels basically consists of the following steps:
- Execution of the mold.
- Cleaning the mold.
- Preparation of the mold.
- Dismantling application.
- Projection first layer - GRC
- Compaction with roller.
- Projection second layer - EPS Infill
- Projection third layer - GRC
- Compaction.
- Replacement of the frame.
- Healed.
- Demoulding and lifting.
- Review.
- Storage.
For the start of the work, the following points will be checked or restated:
- Levels of different slabs.
- Weights of the different slabs.
- Dimensions of the structure (both horizontal and vertical elements)
- Plant, plant by plant, of the panels in their position of assembly so that a distribution of the
joints between panels can be established that allows to absorb the differences that arose in the
execution of the structure.
- Check the correct position of the anchor plates and the auxiliary structure.
The commissioning process will be carried out as follows:
- Lift the panel to its mounting area.
- Provisional support of the panel.
- Alignment, leveling and plumbing of the panel.
- Checking of joints.
- Execution of the final anchorage of the panel according to detail of the design of anchors.
- Review of the panels.
- Sealing the joints.
- Finishing treatments (anti-graffiti, paints, etc.), if applicable.
Image reference: Isfahan International Public Gatherings Center. Example of 3D GRC Panels
Image reference: Example of subdivision of hexagon of 8mts wide, in panels of 2 mts wide
53
10.3.6 FAÇADE COMPONENTS AND MATERIALS
10.3 FAÇADE DESIGN

54. 10.3.6.2 CURTAIN WALL SYSTEM TYPE “B”-
THERMALLY INSULATED ALUMINUM STRUCTURAL GLAZING CURTAIN WALL
Behind the GRC skin, there will be a triangulated pattern curtain wall, wherever it´s indicated in
plans, Revit Model, or any area with lightning requirements.
Curtain walls will be thermally insulated self-supporting aluminum façade system "without
external cover caps and glass pressure plates, airtight (EN 1279, Part 2) pane edge joint” As a
mullion/transom construction for multi-storey façades with an internal and external face width of
50 mm.
Planning, calculation and design must be in accordance with the conditions of the general building
authority approval, approval number Z-70.1-46, and/or European Technical Approval (ETA),
approval number ETA-05/0114. Designs that differ from the general building authority approval /
ETA require project-specific approval from the respective supreme building authority.
In the production of double glazed units, a pane of heat soaked toughened safety glass is used on
the outside.
The GRC precast panels will be installed as a ventilated façade. Behind, there will be find three type of closings:
The insulating glass is mechanically fixed to the structure of the façade using screw-in glazing
clips which are inserted into the pane edge joint between the double glazing panes.
The maximum distances between supports of the clips are calculated in accordance with the
tables and fabrication information provided by the system manufacturer. All will have
triangulated pattern, as indicated in plans. Following the shape of the hexagons.
Glazing.
NOISE CONTROL GLAZING
Rw= 47(-2;-6)
Wherever an acoustic glass is not required, thickness, appearance and thermal properties must
be conserved.
Image reference: Gherkin Building. Norman Foster. Example of triangulated curtain wall
54
10.3 FAÇADE DESIGN

55. 10.3.6.3 EIFS (Exterior Insulation Finish System) over Cement board dry wall system
(Blind wall behind panels – Mainly transitions and blind areas).
Partition consisting of an outer Portland cement board, with fiberglass mesh polymerized on
both sides, 12.5 mm thick. Structure based on steel frame profiles, fixed at a distance of less
than 500mm between them. In the case of ventilated facades that require anchoring to the
partition, it must always coincide with the modulation of these, being the distance 500m
approx.). Thermal insulation, based on mineral wool or glass, thickness 50mm, density 40kg /
m3. For the interior will be closed with double plasterboard of15 mm thick.
The structure of the partitions shall be duly calculated, complying with all current standards,
and the calculation criteria set forth herein. It shall carry a series of intermediate stabilizers, as
determined by calculation.
All to be installed according to the manufacturer's instructions.
Prior to the installation of the exterior board, a protection sheet, stucco wrap type, must be
installed, which allows the passage of water vapor, preventing the penetration of water.
Exterior Insulation and Finish System (EIFS)
The surface will be coated with polystyrene foam or equivalent, complying with all applicable
system certifications and requirements in accordance with ASTM C578.
Poly styrene should not be less than 20 kg / m3. Thickness of EPS of 60 mm.
The fixing of the polystyrene boards will be done with the acrylic base mortar or adhesive primer
which is used as an adhesive, according to the manufacturer's instructions.
The surface will be covered with fiberglass mesh (with anti-alkaline bath and complying with
EIMA 105.01) to be adhered to the wall, with adhesive primer(consumption approx. 2.5 kg / m2).
The mesh mesh will overlap at least 7.5 cm.
Acrylic Finish type texture in color to be defined by architecture (previous sample in the field),
applied in a hand with trowel or pistol (consumption approx. 2.9 kg / m2). Dark color.
Image reference: Sample of EIFS System
55
10.3 FAÇADE DESIGN

56. 10.3.6.4 EIFS – Dry wall system with thermal insulated + TRIANGULAR WINDOWS
(Blind wall behind panels – transitions and blind areas).
In all interiors where makes no sense to have a double skin, but seems necessary to have natural
light, a pattern of triangulated windows will be incorporated, randomly, behind the hexagons. The
type of windows will be thermally insulated aluminum window system. With 50 mm basic depth.
Design features:
Face-fitted vent frame on the room side rebated by 10 mm from the frame edge, flush-fitted on
the outside, aligned to cement board panel.
Wherever it´s necessary ventilation, a projective aperture will be provided.
Profile depths:
Outer frame, mullion, transom 50 mm
Leaf frame 60 mm
Vent frame, Top Swing 75 mm
Profile face widths:
Outer frame, bottom 94 mm
Outer frame, side and top 79 mm
Mullion 94 mm
Transom 94 mm
Vent frame (window) 41 mm
Double-vent profile (window) 52 mm
Image reference: Sample of triangular windows – Fuksas Montpellier detail
56
10.3 FAÇADE DESIGN

57. 10.3.6.5 Hall and Foyers Curtain walls. Structural cables and point fixing system, thermally insulated.
Cable Net Spider Glass Façade. Cable – Tension Rod structure, structural pattern according to
design - rhomboidal. Thermally insulated point fixing spider system with straight arms.
Stainless steel fittings for spider type fixings: Stainless steel cross of 2 or 4 arms with spherical
stud bolts, made of stainless steel AISI 316 matt finish. Stainless steel spherical plain bearings
made of stainless steel AISI 316, 40mm in diameter and flat, matte outer cover. In the foyers and
exhibition hall, the spiders will be replaced for an horizontal extrusion hanging from the cables
and rods. All the system must be structurally designed. Plans provide only constructive concept.
AISI 316 stainless steel spacer bar, diameter to be defined according to calculation, includes all
elements connected to the tensioners, properly calculated, all of them in stainless steel of the
same quality.
AISI 316 stainless steel structural tensioning cable system, for intermediate chuck fastening,
patterned as described in drawings. Includes tension bar, adjustable connector, and all necessary
mechanical fixing elements in stainless steel of the same quality.
The point fittings have to allow the glass to move towards their fixing points without creating
any stress in the plane of the glass or embedding moments under:
- the effects of the wind loads (shortening of the distance between glass holes and deformation
of the structure)
- the differential thermal dilatations between the structure and the glasses
- the differential displacements of the spiders.
Glazing.
Rw= 47(-2;-6) Weight 47kg/m2 Value: 1,5w/m2k
The sealants will be made with neutral colorless silicone. It must comply with ASTM G-23, ASTM
C-639, ASTM C-510. Seals shall be made in strict accordance with the manufacturer's
instructions.
Image reference: Sample of Cable - Rod Curtain wall – Madrid Barajas Airport T4 - Richard Rogers
57
10.3 FAÇADE DESIGN

58. 10.3.6.6 ACM Aluminum Composite Material – Mirror Finish
Aluminum Composite Panel, highly reflective mirror finish, rhomboidal pattern according to
architectural drawings. It will mainly clad the cores.
Composition:
Two sheets of aluminum sandwiching a solid core of extruded thermoplastic material formed in a
continuous process with no glues or adhesives between dissimilar materials. The core material
shall be free of voids and/or air spaces and not contain foamed insulation material. Products
laminated sheet by sheet in a batch process using glues or adhesives between materials shall not
be acceptable.
Aluminum Face Sheets:
Thickness: 0.50mm (0.0197") (nominal)
Alloy: AA5000 Series (Anodized material)
Panel Weight: 6mm (0.236"): 1.59 lbs./ft²
Rear Ventilated Rain Screen. System must provide a reveal joint as detailed on drawings.
Provide moisture barrier and sheathing as shown on drawings. System must provide
air/vapor barrier as indicated in AAMA 508-05.
Composite panels shall be capable of withstanding building movements and weather
exposures based on the following test standards required by the Architect and/or the local
building code.
Wind Load
If system tests are not available, mock-ups shall be constructed and tests performed under
the direction of an independent third party laboratory, which show compliance to the
following minimum standards:
Panels shall be designed to withstand the Design Wind Load based upon the local building
code, but in no case less than 20 pounds per square foot (psf) and 30 psf on parapet and
corner panels. Wind load testing shall be conducted in accordance with ASTM E330 to obtain
the following results.
Image reference: Sample of mirror finish ACM – highly reflective
58
10.3 FAÇADE DESIGN

59. 10.3.6.7 LED Video Wall - Crown
All the Convention Center will be “crowned” by a LED Video Wall, from the level 27.82 to the top,
and inclined 45 degrees, though the Northwest ans Southeast façade will be implemented in
phase II of the poject. The video wall system will be specially designed for the project. Leds will be
contained in an aluminum extrusion (horizontal cap), and groups of them will be contained in an
aluminum frame, rhomboidal shape. Leds must be accessible from behind, grating catwalks must
be provided for facilities.
Substructure must be provided to fit the panels, according to pattern.
The project must be developed by specialists. Led system is explained in Electrical Engineering
Project.
From Levels 18.52 to 27.82, the aluminum bars will be preserved, but with no leds.
59
10.3 FAÇADE DESIGN

60. Image reference: Prototype for modular Video Wall
Image reference: Video Wall over a Curtain Wall
60
10.3 FAÇADE DESIGN
TECHNICAL SPECIFICATIONS

61. PixelPitch:28 x 28mm
Transparency rate: ~78%
Stiffness: High
LED DISPLAY SCREEN
=
61
10.3 FAÇADE DESIGN

62. 10.4.7 GENERAL CONSIDERATIONS TO ALL FAÇADES
The economic offer to be presented by the different bidders, for all façade systems,
must include at least:
• Detailed budget including project items.
• Plans of the systems offered and all variants proposed to the original project
(Conceptual)
• Technical characteristics of all materials alternative to those proposed in the project.
• Samples of materials, and alternatives to anything that is considered significant.
• Planning table, including details on the period of development, manufacture and
commissioning.
The work to be carried out by the industrial of each system should be as minimum:
• The manufacture, supply, transport to work, storage and stacking of all materials and
prefabricated panels corresponding to the heading of facades.
• The implementation of each and every one of the work units detailed in this
document.
• Coordination with all the companies executing the rest. The layout, leveling and
stake out of all elements and components of the front facade.
• The details of the execution of the anchors and joints that must allow the assembly,
adjustment and adjustment of the fixings within the established tolerances.
• All elements of support, fixation, regulation of each of the items of facade.
• All elements of sealing and insulation to obtain the necessary thermal and acoustic
performance.
• Completion of the final document of work with certificates and plans "As built".
• Tests in laboratory and in work if it is required by the technical office.
• The replacement or repair of deteriorated parts in the manufacturing process,
transport, placement or once finished, until the final reception of the work.
• The delivery and commissioning of all mechanisms, until the reception of the works
in perfect working order.
MOCK UP OR PROTOTYPES
A mock up or visual prototype should be delivered, partial of:
1. A facade fragment of GRC, of at least 5 panels.
2. Sample of a section of curtain wall.
3. A fragment of the ACM cladding
4. A fragment of strips cladding.
The Facade Contractor will carry out the work and workshop plans based on the
Facade Project. Likewise, it will carry out the complementary calculations,
studies and taking of measures of work. The calculating engineer of the
building must validate all calculations.
The documentation to be elaborated by the facade contractor to complete his
project of work will be at least the following one (without being this exhaustive
list or limiting):
• Concept plans for each different construction system.
• Work plans with elevations cuts and details, referenced to axes of common
stakeout of the work, to verify the correct coordination with other industrialists.
• Manufacturing plans of the different construction systems
• Dimensional-planning plans referenced to axes of stakeout of the work.
• Dimensioned mounting plans indicating the distribution of structural silicone
elements.
• Assembly sequence of parts
• Criteria for admissible calculations and loads.
• Calculations of mechanical strength of bearing profiles.
• Mechanical anchor strength calculations and expansion and chemical plugs.
• Mechanical strength calculations of glazing.
62
10.3 FAÇADE DESIGN

63. 10.4.7 GENERAL CONSIDERATIONS TO ALL FAÇADES
The method of calculation must be specified in each case.
The proposals made by the Facade Contractor must respect the architectural
aspect of the enclosures and should always be approved before their execution.
The particular planning of the works of the Facade Contractor will be broken
down by phases of execution and will comprise the following sections:
• Validation of samples.
• Requirements and work requirements.
• Development of concept plans for construction systems.
• Approval of concept plans.
• Development of work plans.
• Measurement of work and verification of levels.
• Development of replanning plans.
• Development of workshop plans.
• Manufacturing.
• Reception of materials on site.
• Development of assembly work.
Prior to commencement of the works, the Facade Contractor shall record in
writing that the documentation provided is sufficient for the understanding of the
totality of the contracted work or, if not, it will request the pertinent clarifications.
The possible contradictions between documents of the Facade Project (plans,
reports, budgets and Technical Bases) and the architectural project, structure,
facilities, etc., must be advised.
63
10.3 FAÇADE DESIGN

64. INTERIOR DESIGN

65. 65
The conference rooms will all share a similar atmosphere,
characterized by certain interior design elements, chosen to
imprint the project with the unmistakable character of India.
The rangoli, an Indian form of popular art, usually painted on
the floor, inspires the patterns drawn on the ceiling using
sound-absorbent materials. These leave voids to integrate
luminaries and technical equipment such as ventilation exhaust
grilles, fire detection, speakers and other required elements.
10.4 INTERIOR DESIGN KEY ELEMENTS
LEVEL +13.95
LEVEL +18.60
10.4.1 CONFERENCE ROOM. Mood images

66. 66
10.4.1 CONFERENCE ROOM. Concept. Ceiling
10.4 INTERIOR DESIGN KEY ELEMENTS
Ceiling
diagram
Axonometric View (bottom-up)

67. 67
10.4.1 CONFERENCE ROOM 400m2.
10.4 INTERIOR DESIGN KEY ELEMENTS
Ceiling Floorplan and ceiling plan
Interior elevation

68. 68
10.4.1 CONFERENCE ROOMS. Concept Wall cladding
10.4 INTERIOR DESIGN KEY ELEMENTS

69. 69
10.4.1 CONFERENCE ROOMS. Wall cladding panels
10.4 INTERIOR DESIGN KEY ELEMENTS

70. 70
10.4.1 CONFERENCE ROOM 1 (-4.65m). Plan, elevation, Ceiling
10.4 INTERIOR DESIGN KEY ELEMENTS
Interior elevation
Ceiling Floorplan and ceiling plan

71. 71
The Lobby represents the Convention Center’s core. It is formed by 6 stacked
floors, all featuring one same interior design strategy, but manifesting
singularities in different floors, such as art pieces, or light and color variations.
These lobbies are treated as the interior extension of the CC’s outdoor space, and
they are designed to express continuity with the Center’s patterned exterior
envelope. This is manifested both in the way the floor tiling is arranged and the
way the patterned walls are fitted to a more refined scale, that of the human
body. The mechanical escalators will also play a main role in the Lobby space,
since they occupy its center with a criss-crossed design, repeated in every floor.
LEVEL 0.00
10.4.2 LOBBY. Mood images
10.4 INTERIOR DESIGN KEY ELEMENTS
Reference image: Interior cladding
Reference image: flooring
Reference image: ceiling

72. 72
10.4.2 Lobby. Plans
10.4 INTERIOR DESIGN KEY ELEMENTS
Reflected ceiling Plan (-4.65)
Interior elevations (Levels -4.65, +0.00)

73. 73
10.4.2 LOBBY. Ceiling Panels (catalogue and Detail)
10.4 INTERIOR DESIGN KEY ELEMENTS

74. 74
10.4.3 RESTAURANT. Mood images
The Convention Center’s restaurant features a especial interior design and a
specific atmosphere.
The floor pattern unfolds from the tiled pattern of the white stone pavement in
the exterior circulation areas and increases its frequency reducing the size of its
tiles and changing material into a terrazzo. This new material allows to
incorporate other bespoke patterns and to embed special pieces in different
materials and colors. These pieces will be able to climb up the wall, treating the
wall surface in direct contact with the human body.
The ceiling is built using metal mesh to define areas of varying height, and
provide diverse spaces. This ceiling integrates artificial lighting systems and
other services.
LEVEL +9.30
10.4 INTERIOR DESIGN KEY ELEMENTS

75. 75
10.4.3 RESTAURANT. Plans
Floor Plan
10.4 INTERIOR DESIGN KEY ELEMENTS
Interior elevation
Honeycomb ceiling

76. 76
10.4.3 RESTAURANT. Wall clading
10.4 INTERIOR DESIGN KEY ELEMENTS
Partition wall. Brass Lattice
Module 1 Module 2
Module 3 Module 4

77. 77
10.4.3 RESTAURANT. Floor pattern
10.4 INTERIOR DESIGN KEY ELEMENTS
Venetian flooring with brass joinery

78. 78
10.4.4 AUDITORIUM. Mood images LEVEL 0.00
10.4 INTERIOR DESIGN KEY ELEMENTS
Featuring the same design criteria as the rest of the convention rooms,
the Auditorium’s interior will be emphasized by its acoustic and lighting
ceiling, built on an aluminum frame and filled with a double membrane
of PVC stretched ceiling, acting as light diffuser and acoustic
membrane.
The walls will also present a textured surface and will be built with
sound absorbing panels in the shape of scales, some of which hide
recessed LED lamps randomly arranged.
Besides the general lighting strategy, the ceiling allows for an easy
fitting of scenography and other technical lighting, which will be
operated through catwalks and collapsible plafonds.

79. 79
10.4.4 AUDITORIUM. Interior elevations
10.4 INTERIOR DESIGN KEY ELEMENTS

80. 80
10.4.4 AUDITORIUM. Interior finishing
Floor Plan
10.4 INTERIOR DESIGN KEY ELEMENTS
Elevation
Cross Section
Blow-up
Blow-up

81. 81
10.4 INTERIOR DESIGN KEY ELEMENTS
10.4.4 AUDITORIUM. Sectional plan Level 9.35m

82. 82
10.4.4 AUDITORIUM. Reflected Ceiling Plan
10.4 INTERIOR DESIGN KEY ELEMENTS

83. 83
10.4.4 AUDITORIUM. Reflected Ceiling Plan. Acoustic and lighting Plafond
10.4 INTERIOR DESIGN KEY ELEMENTS

84. 84
10.4 INTERIOR DESIGN KEY ELEMENTS
10.4.5 GRAND BALL ROOM. Mood images LEVEL 27.90
The grand ball room will share a similar atmosphere with the
conference rooms.
Certain interior design elements as the wall cladding will have
the same concept.,
The ceiling will consist on a suspended acoustic mineral fiber
panels filling the voids of the façade pattern and leaving empty
the opaque parts. With this strategy the integration between all
the technical equipment required (ventilation exhaust grilles,
fire detection, speakers, luminaries and so on) will be ensured.
For the flooring a vinyl flooring is chosen due to maintenance
requirements. A specific pattern is designed in order to imprint
the room with the unmistakable character of India
Reference image ceiling
Reference image wall cladding
Reference image flooring

85. 85
10.4 INTERIOR DESIGN KEY ELEMENTS
10.4.5 GRAND BALL ROOM. Floor Plan
Blow up

86. 86
10.4 INTERIOR DESIGN KEY ELEMENTS
10.4.5 GRAND BALL ROOM. Ceiling
Ceiling Plan
Interior elevation

87. 87
10.4 INTERIOR DESIGN KEY ELEMENTS
10.4.5 GRAND BALL ROOM. Wall cladding
Interior elevation

88. FLOOR.
Custom patterned wool carpet
CEILING.
Sound absorbent foam cylinders
WALLS.
Glass-fiber Reinforced Gypsum Panel
88
10.4.6 INTERIOR DESIGN MATERIAL BOARD
10.4.6.1 CONFERENCE ROOM. Floor, walls, ceiling
10.4 INTERIOR DESIGN KEY ELEMENTS

89. FLOOR.
Clear terrazzo in geometrical
pattern and brass plate joinery
89
10.4.6 INTERIOR DESIGN MATERIAL BOARD
10.4.6.2 LOBBY. Floor
10.4 INTERIOR DESIGN KEY ELEMENTS
FLOOR.
Dark terrazzo with central ‘Rangoli’
Pattern in brass plate

90. CEILING.
Laquered Perforated Aluminum
sheet Integrated Light, HVAC &
Sprinklers
90
10.4.6 INTERIOR DESIGNMATERIAL BOARD
10.4.6.2LOBBY. Ceiling
10.4 INTERIOR DESIGN KEY ELEMENTS
CEILING.
Hanging Brass cylinders.
Integrated lamps to match other
pieces

91. WALLS.
Laquered Perforated
Aluminum backlit panels.
91
10.4.6 INTERIOR DESIGNMATERIAL BOARD
10.4.6.2LOBBY. Walls
10.4 INTERIOR DESIGN KEY ELEMENTS
WALL.
Geometrical patterned
serigraph laminated
glass panel
WALLS.
Black Abu Marble stone
Cladding( around the lifts)

92. 92
LEVEL +0.00
10.4 INTERIOR DESIGN KEY ELEMENTS
10.4.6 INTERIOR DESIGN MATERIAL BOARD
10.4.6.2 LOBBY. Special Areas. Hunging or Mural Art Work

93. SCREEN.
Folded brass plate in
geometrical pattern
WALLS.
Glass fiber reinforced
Gypsum panelsw/ gold
foil details
93
10.4.6 INTERIOR DESIGN MATERIAL BOARD
10.4.6.3 RESTAURANT. Floor, walls, ceiling
10.4 INTERIOR DESIGN KEY ELEMENTS
CEILING.
Folded Aluminum
Composite in honeycomb

94. FLOOR.
White maple wood blocks
in hexagonal pattern
CEILING.
Aluminum framed plafons with stretched PVC
acoustic ceiling. Integrated LED Back-light
WALLS.
Sound absorbing aluminium
Composite meshed and corrugated
94
10.4.6 INTERIOR DESIGNMATERIAL BOARD
10.4.6.4AUDITORIUM. Floor, walls, ceiling
10.4 INTERIOR DESIGN KEY ELEMENTS

95. 95
The acoustic design criteria as well as the acoustic specification
about the several noise control solutions and the finishes are
fully described in both specific chapters:
10.7. ACOUSTIC DESIGN FOR CONVENTION CENTRE
The specifications included into these both chapters are codified
according to the same code included into the drawings, for easy
understanding.
10.4.7 ACOUSTIC REQUIREMENTS
10.4 INTERIOR DESIGN KEY ELEMENTS

96. MEP DESIGN