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Area Diagram - : Kingdom Tower Jeddah Economic Company

The document outlines the stacking and vertical transportation matrix for the Kingdom Tower, detailing various residential unit counts, floor elevations, and areas in both square meters and square feet. It includes specific data for each level of the tower, including the number of units and their respective areas. The document is dated August 2, 2013, and provides a comprehensive overview of the building's layout and specifications.

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0% found this document useful (0 votes)
17 views1 page

Area Diagram - : Kingdom Tower Jeddah Economic Company

The document outlines the stacking and vertical transportation matrix for the Kingdom Tower, detailing various residential unit counts, floor elevations, and areas in both square meters and square feet. It includes specific data for each level of the tower, including the number of units and their respective areas. The document is dated August 2, 2013, and provides a comprehensive overview of the building's layout and specifications.

Uploaded by

engz3r020
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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PLOT TIME: 7/31/2013 5:47:39 PM FILE PATH: C:\Revit Projects\ASGG_210005_Office_Central_benraines.

rvt

A
B
E

C
D
6

KINGDOM TOWER STACKING AND VERTICAL TRANSPORTATION MATRIX 02 AUGUST 2013


F/F
Program Residential Unit Counts Level Elevation Elevation Area (sqm) Area (sqft) Area (sqm) Area (sqft) Area (sqm) Area (sqft) Area (sqm) Area (sqft)
Height
above
Project above Mean
+0.000 Sea Level GFA (m2) GFA (ft2) GIFA (m2) GIFA (ft2) TCA (m2) TCA (ft2) SA* (m²) SA* (ft2)
(B1 Mez at (MSL)
+0.500)
5

FLOOR FINISHED
TO FLOOR

PH
LEVEL

3BR
6BR

1 BR
2 BR
4 BR
5 BR
6 BR
2 BR
3 BR
4 BR
5 BR

Total
FLOOR ELEV.

TOTALS

Modules
SUPER PH

Total Hotel
HEIGHT

EXEC. SUITES
1007.0m
Spire A 252 1007.00 252 0 1007.0 1021.0
251 1.0 1006.00 251 1 1006.0 1020.0
250 4.0 1002.00 250 4 1002.0 1016.0
249 4.0 998.00 249 4 998.0 1012.0
BME 248 4.0 994.00 248 4 994.0 1008.0
247 4.0 990.00 247 4 990.0 1004.0
246 4.0 986.00 246 4 986.0 1000.0
245 4.0 982.00 245 4 982.0 996.0
244 4.0 978.00 244 4 978.0 992.0
243 4.0 974.00 243 4 974.0 988.0
242 4.0 970.00 242 4 970.0 984.0
241 4.0 966.00 241 4 966.0 980.0
240 4.0 962.00 240 4 962.0 976.0
239 4.0 958.00 239 4 958.0 972.0
238 4.0 954.00 238 4 954.0 968.0
TMD (tbc) 237 4.0 950.00 237 4 950.0 964.0
236 4.0 946.00 236 4 946.0 960.0
235 4.0 942.00 235 4 942.0 956.0
234 4.0 938.00 234 4 938.0 952.0
void 233 4.0 934.00 233 4 934.0 948.0
232 4.0 930.00 232 4 930.0 944.0
231 4.0 926.00 231 4 926.0 940.0
230 4.0 922.00 230 4 922.0 936.0
229 4.0 918.00 229 4 918.0 932.0
228 4.0 914.00 228 4 914.0 928.0
227 4.0 910.00 227 4 910.0 924.0
4.0 906.00 226 4 906.0 920.0
4

226
225 4.0 902.00 225 4 902.0 916.0
224 4.0 898.00 224 4 898.0 912.0
223 4.0 894.00 223 4 894.0 908.0
222 4.0 890.00 222 4 890.0 904.0
TMD Support 221 4.0 886.00 221 4 886.0 900.0
220 4.0 882.00 220 4 882.0 896.0
219 4.0 878.00 219 4 878.0 892.0
TMD Support 218 4.0 874.00 218 4 874.0 888.0
217 4.0 870.00 217 4 870.0 884.0
216 4.0 866.00 216 4 866.0 880.0
215 4.0 862.00 215 4 862.0 876.0
214 4.0 858.00 214 4 858.0 872.0
213 4.0 854.00 213 4 854.0 868.0
212 4.0 850.00 212 4 850.0 864.0
211 4.0 846.00 211 4 846.0 860.0
210 4.0 842.00 210 4 842.0 856.0
209 4.0 838.00 209 4 838.0 852.0
208 4.0 834.00 208 4 834.0 848.0
207 4.0 830.00 207 4 830.0 844.0
TMD Support 206 4.0 826.00 206 4 826.0 840.0
205 4.0 822.00 205 4 822.0 836.0
BME 204 4.0 818.00 204 4 818.0 832.0
815.8 m 203 4.0 814.00 203 4 814.0 828.0
Spire C 202 4.0 810.00 202 4 810.0 824.0
201 4.0 806.00 201 4 806.0 820.0
200 4.0 802.00 200 4 802.0 816.0
199 4.0 798.00 199 4 798.0 812.0
198 4.0 794.00 198 4 794.0 808.0
197 4.0 790.00 197 4 790.0 804.0
196 4.0 786.00 196 4 786.0 800.0
195 4.0 782.00 195 4 782.0 796.0
void 194 4.0 778.00 194 4 778.0 792.0
193 4.0 774.00 193 4 774.0 788.0
192 4.0 770.00 192 4 770.0 784.0
191 4.0 766.00 191 4 766.0 780.0
190 4.0 762.00 190 4 762.0 776.0
189 4.0 758.00 189 4 758.0 772.0
3

188 4.0 754.00 188 4 754.0 768.0


187 4.0 750.00 187 4 750.0 764.0
BME 186 4.0 746.00 186 4 746.0 760.0
740.6 m 185 4.0 742.00 185 4 742.0 756.0
Spire B 184 4.0 738.00 184 4 738.0 752.0
183 4.0 734.00 183 4 734.0 748.0
182 4.0 730.00 182 4 730.0 744.0
181 4.0 726.00 181 4 726.0 740.0
180 4.0 722.00 180 4 722.0 736.0
179 4.0 718.00 179 4 718.0 732.0
void 178 4.0 714.00 178 4 714.0 728.0
177 4.0 710.00 177 4 710.0 724.0
176 4.0 706.00 176 4 706.0 720.0
175 4.0 702.00 175 4 702.0 716.0
174 4.0 698.00 174 4 698.0 712.0
173 4.0 694.00 173 4 694.0 708.0
3 HR "Lid" 172 4.0 690.00 172 4 690.0 704.0
EMR 171 4.0 686.00 171 4 686.0 700.0
170 170 0 686.0 700.0
3 HR "Lid" BME WATER TANKS 3 HR "Lid" 169 6.0 680.00 169 6 680.0 694.0
T/Raft BME 168 6.0 674.00 168 6 674.0 688.0
Structural Raft in the Sky 167 4.0 670.00 167 4 670.0 684.0 0 0 0 0 0 0 0 0
otb 166 166 0 670.0 684.0 0 0 0 0 0 0 0 0
MV Equip Room/Water Tanks 165 6.0 664.00 165 6 664.0 678.0 0 0 856 9209 869 9350 0 0
MEP 164 6.0 658.00 164 6 658.0 672.0 0 0 884 9512 897 9654 0 0
otb 163 163 0 658.0 672.0 0 0 0 0 0 0 0 0
MEP/BME 162 6.0 652.00 162 6 652.0 666.0 0 0 840 9043 852 9175 0 0
MEP 161 6.0 646.00 161 6 646.0 660.0 0 0 940 10115 953 10260 0 0
160 160 0 646.0 660.0 0 0 0 0 0 0 0 0
Observatory & Sky Terrace 159 8.0 638.00 159 8 638.0 652.0 972 10461 958 10314 972 10461 790 8499
158 4.0 634.00 158 4 634.0 648.0 463 4986 457 4917 463 4986 259 2784
157 4.0 630.00 157 4 630.0 644.0 1019 10968 1005 10816 1546 16645 825 8883
156 156 0 630.0 644.0 0 0 0 0 0 0 0 0
BMU/MEP 155 8.0 622.00 155 8 622.0 636.0 0 0 1054 11348 1068 11499 0 0
Refuge Floor 154 4.0 618.00 154 4 618.0 632.0 0 0 1073 11551 1087 11704 0 0
153 153 0 618.0 632.0 0 0 0 0 0 0 0 0
CORE 152 8.0 610.00 152 8 610.0 624.0 0 0 0 0 449 0 0 0
2

void void 151 151 0 610.0 624.0 0 0 0 0 0 0 0 0


CORE 150 8.0 602.00 150 8 602.0 616.0 0 0 0 0 1164 0 0 0
149 149 0 602.0 616.0 0 0 0 0 0 0 0 0
ELECT 148 8.0 594.00 148 8 594.0 608.0 0 0 0 0 612 0 0 0
void void 147 147 0 594.0 608.0 0 0 0 0 0 0 0 0
MECH 146 8.0 586.00 146 8 586.0 600.0 0 0 0 0 1237 0 0 0
145 145 0 586.0 600.0 0 0 0 0 0 0 0 0
ELECT 144 8.0 578.00 144 8 578.0 592.0 0 0 0 0 443 0 0 0
void void 143 143 0 578.0 592.0 0 0 0 0 0 0 0 0
CORE 142 8.0 570.00 142 8 570.0 584.0 0 0 0 0 1347 0 0 0
141 141 0 570.0 584.0 0 0 0 0 0 0 0 0
ELECT 140 8.0 562.00 140 8 562.0 576.0 0 0 0 0 443 0 0 0
void void 139 139 0 562.0 576.0 0 0 0 0 0 0 0 0
CORE 138 8.0 554.00 138 8 554.0 568.0 0 0 0 0 1432 0 0 0
137 137 0 554.0 568.0 0 0 0 0 0 0 0 0
CORE 136 8.0 546.00 136 8 546.0 560.0 0 0 0 0 443 0 0 0
void void 135 135 0 546.0 560.0 0 0 0 0 0 0 0 0
CORE 134 8.0 538.00 134 8 538.0 552.0 0 0 0 0 1495 0 0 0
133 133 0 538.0 552.0 0 0 0 0 0 0 0 0
CORE 132 8.0 530.00 132 8 530.0 544.0 0 0 0 0 443 0 0 0
void void 131 131 0 530.0 544.0 0 0 0 0 0 0 0 0
CORE 130 8.0 522.00 130 8 522.0 536.0 0 0 0 0 1556 0 0 0
129 129 0 522.0 536.0 0 0 0 0 0 0 0 0
CORE 128 8.0 514.00 128 8 514.0 528.0 0 0 0 0 443 0 0 0
void void 127 127 0 514.0 528.0 0 0 0 0 0 0 0 0
CORE 126 8.0 506.00 126 8 506.0 520.0 0 0 0 0 1618 0 0 0
interstitial space 125 125 0 506.0 520.0 0 0 0 0 0 0 0 0
Refuge Floor 124 8.0 498.00 124 8 498.0 512.0 0 0 1631 17553 1648 17738 0 0
otb 123 123 0 498.0 512.0 0 0 0 0 0 0 0 0
MEP/BME 122 6.0 492.00 122 6 492.0 506.0 0 0 1604 17265 1621 17447 0 0
MEP 121 6.0 486.00 121 6 486.0 500.0 0 0 1676 18038 1693 18228 0 0
120 4.0 482.00 - - - - - - - - 120 4 482.0 496.0 1566 16858 1549 16678 1566 16858 1158 12463
119 4.0 478.00 - - - - 3 - - - 3 119 4 478.0 492.0 1695 18249 1677 18054 1724 18553 1286 13846
118 4.0 474.00 - - - - - - - - 118 4 474.0 488.0 1564 16838 1547 16655 1564 16838 1157 12457
117 4.0 470.00 - - - - 3 - - - 3 117 4 470.0 484.0 1697 18269 1679 18070 1754 18875 1288 13865
Residential Group 4 116 4.0 466.00 - - - - - - - - 116 4 466.0 480.0 1591 17126 1574 16940 1591 17126 1184 12742
No. of Res. 115 4.0 462.00 - - - - 3 - - - 3 115 4 462.0 476.0 1727 18592 1708 18390 1784 19199 1317 14181
1

58 units 114 4.0 458.00 - - - - - - - - 114 4 458.0 472.0 1523 16393 1506 16209 1523 16393 1127 12132
241 BR's 113 4.0 454.00 - - 5 - - - - - 5 113 4 454.0 468.0 1717 18483 1698 18276 1813 19519 1320 14204
112 4.0 450.00 - - - - - - - - 112 4 450.0 464.0 1550 16681 1532 16495 1550 16681 1155 12435
35,140 m2 GFA 111 4.0 446.00 - - 5 - - - - - 5 111 4 446.0 460.0 1747 18804 1727 18594 1843 19839 1351 14537
110 4.0 442.00 - - - 3 - - - - 3 110 4 442.0 456.0 1762 18964 1742 18753 1762 18964 1356 14599
109 4.0 438.00 - - - 3 - - - - 3 109 4 438.0 452.0 1777 19124 1757 18911 1873 20159 1372 14766
108 4.0 434.00 - - - 3 - - - - 3 108 4 434.0 448.0 1791 19283 1772 19069 1791 19283 1387 14930
107 4.0 430.00 - - - 3 - - - - 3 107 4 430.0 444.0 1806 19439 1786 19224 1902 20475 1401 15084
106 4.0 426.00 - - - 3 - - - - 3 106 4 426.0 440.0 1821 19601 1801 19384 1821 19601 1415 15235
interstitial space 105 - - - - - - - - 105 0 426.0 440.0 0 0 0 0 0 0 0 0
Refuge Floor 104 8.0 418.00 - - - - - - - - - 104 8 418.0 432.0 0 0 1858 20003 1879 20221 0 0
103 4.0 414.00 1 1 1 1 - - - - 4 103 4 414.0 428.0 1893 20379 1873 20160 1961 21112 1502 16171
102 4.0 410.00 2 2 1 - - - - - 5 102 4 410.0 424.0 1936 20842 1916 20623 1936 20842 1545 16633
Residential Group 4 (Cont.) 101 4.0 406.00 2 2 1 - - - - - 5 101 4 406.0 420.0 1951 20999 1930 20779 1991 21428 1560 16788
100 4.0 402.00 2 1 2 - - - - - 5 100 4 402.0 416.0 2005 21587 1985 21368 2005 21587 1614 17371
99 4.0 398.00 2 1 2 - - - - - 5 58 99 4 398.0 412.0 2020 21743 1999 21523 2020 21743 1628 17523

CONTINUED ON AE-000B
GENERAL NOTES:

1. THE CALCULATIONS THAT RESULT IN THE ESTIMATED AREAS AND UNIT COUNTS ARE BASED ON THE
PROJECT AREA DEFINITIONS AS STATED ON DRAWING AE-000B.

2. THE ACCURACY OF THESE CALCULATIONS ARE SUBJECT TO THE NORMAL STANDARD OF


PROFESSIONAL CARE.

3. THE VALUES PRODUCED BY THE CALCULATIONS WILL BE SUBJECT TO MODIFICATION THROUGHOUT


THE CONSTRUCTION ADMINISTRATION PHASE AND, IF REQUIRED FOR CONTRACT PURPOSES, THE
CONSTRUCTED WORK MUST BE REMEASURED.
1
2
3
4
9

5
6
7
8
NO.
CIVIL

A7
OWNERS:

PROJECT #:
A5
T 312 920 1888

REVISIONS:
STRUCTURAL

CONTRACTOR:

SHEET NAME:
DESCRIPTION

PART 1
PROJECT NAME:

210005
A1

C6
C5
C4
CHICAGO, IL 60604, USA
CHICAGO, IL 60611, USA

SHEET NUMBER:
C3

REVISED DRAFT SD
T3

C2
PO BOX 283092, DUBAI, UAE

BUILDING SERVICES
THORNTON TOMASETTI, INC.

ISSUED FOR FINAL SD

ISSUED FOR DRAFT SD


A2

C1
DESIGN CONSULTANTS:

T2
T1
KINGDOM TOWER
JEDDAH, KINGDOM OF SAUDI ARABIA

JEDDAH, KINGDOM OF SAUDI ARABIA

ENVIRONMENTAL SYSTEMS DESIGN

ISSUED FOR CONSTRUCTION


330 N. WABASH AVENUE, SUITE 1500

B4
A3

ISSUED FOR DETAILED DESIGN


B3
T4

AE-000A
ISSUED FOR PRELIMINARY PERMIT
ISSUED FOR PRELIMINARY PERMIT

ISSUED FOR PRELIMINARY REVIEW


B2

ISSUED FOR FINAL DETAILED DESIGN


B6
B1
175 WEST JACKSON BOULEVARD, SUITE 1400

A4

B5

AREA DIAGRAM -
A6
LANGAN ENGINEERING AND ENVIRONMENTAL SERVICES

DATE
A8
CONSULTANT / CONSTRUCTION MANAGER:
JEDDAH ECONOMIC COMPANY

© 2013 ADRIAN SMITH + GORDON GILL ARCHITECTURE LLP


SHEIKH ZAYED ROAD, BEST HOMES BUSINESS CENTER, M113

10 FEB 2012

06 AUG 2010
27 AUG 2010
02 AUG 2013

27 AUG 2010
24 AUG 2012

16 JULY 2010
02 JULY 2010
16 JULY 2010
111 WEST MONROE STREET SUITE 2300 CHICAGO IL 60603
F 312 920 1775

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