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    BURJ RAFALRIYADH, KINGDOM OF SAUDI ARABIA

    VOLUME 5AISSUE FOR INFORMATION

    DESIGN REPORT (1/5)ISSUE - 28 JUNE 2009

    P&T Architects and Engineers Ltd.

    (Dubai Branch)

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    DOCUMENT SIG OFF SHEET

    Project Component

    Document Stage D1: Preliminary / Schematic Design Report

    Date 21 June 2009

    Copyright 2009 :

    P&T Architects and Engineers Ltd.

    All rights reserved. No part of the content of this document may be reproducedor transmitted in any form by parties other than those employed by RAFAL RealEstate Development Co. Ltd. By any means without the written permission ofP&T Architects and Engineers Ltd.

    Confidentiality

    This document contains confidential material solely for RAFAL Real EstateDevelopment Co. Ltd. All reasonable precautionary methods in handling thedocument and the information contained herein should be taken to prevent anythird party from obtaining access. No responsibility is taken by P&T Architectsand Engineers Ltd. for the use of this report by a third party.

    Signed On Behalf of RAFAL Real Estate Development Co. Ltd

    ----------------------------------------------------------------------------

    (Authorised Signatory)

    ----------------------------------------------------------------------------

    (Dated)

    Signed On Behalf of P&T Architects and Engineers Ltd.

    ---------------------------------------------------------------------------

    (Authorised Signatory)

    ---------------------------------------------------------------------------

    (Dated)

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    Burj RAFAL1 Architectural

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    1.0 Architectural

    Introduction

    Site Plan 4328-A-LA1-010

    Basement Level 2 - Masterlayout Plan 4328-A-LA1-101

    Basement Level 1 - Masterlayout Plan 4328-A-LA1-111

    Podium Level 1 - Masterlayout Plan 4328-A-LA1-121

    Podium Level 2 - Masterlayout Plan 4328-A-LA1-131

    Podium Level 3 - Masterlayout Plan 4328-A-LA1-141

    Podium Level 4 - Masterlayout Plan 4328-A-LA1-151

    Podium Level 5 - Masterlayout Plan 4328-A-LA1-155

    Podium Level 6 - Masterlayout Plan 4328-A-LA1-159

    Levels 7-17 - Layout Plan (hotel floors) 4328-A-LA1-163

    Level 18 - Layout Plan (hotel floor) 4328-A-LA1-169

    Level 19 - Layout Plan (hotel floor) 4328-A-LA1-170

    Levels 20-22 - Layout Plan (servicedapartments floors)

    4328-A-LA1-171

    Level 23 - Layout Plan (serviced apartmentsfloor)

    4328-A-LA1-173

    Rafal Kempinski Product Configuration

    Level 24 - Layout Plan (technical floor) 4328-A-LA1-174

    Levels 25-37 - Layout Plan (office floors) 4328-A-LA1-175

    Level 38 - Layout Plan (technical floor) 4328-A-LA1-181

    Level 39-54 - Layout Plan (residential floors) 4328-A-LA1-182

    Levels 55-59 - Layout Plan (residential floors) 4328-A-LA1-188

    Level 60 - Layout Plan (lower level penthousefloor)

    4328-A-LA1-191

    Level 61 - Layout Plan (upper level penthousefloor)

    4328-A-LA1-192

    Level 62 - Layout Plan (residential gym /

    technical floor)

    4328-A-LA1-193

    Level 63 - Layout Plan (technical floor) 4328-A-LA1-194

    Apartments Product Configuration

    Area Schedule

    South Elevation 4328-A-LA1-300

    West Elevation 4328-A-LA1-305

    East Elevation 4328-A-LA1-310

    North Elevation 4328-A-LA1-315

    Height ComparisonSection A-A 4328-A-LA1-400

    Section B-B 4328-A-LA1-405

    Section C-C 4328-A-LA1-410

    Section D-D 4328-A-LA1-415

    Tower Curtain Wall set-out 1 4328-A-LA1-050

    Tower Curtain Wall set-out 2 4328-A-LA1-051

    Podium Cladding set-out 4328-A-LA1-055

    Hotel Drop-off Canopy 4328-A-LA1-060

    Perspective 1 - Aerial View

    Perspective 2 - Street View

    Perspective 3 -Hotel Drop Off

    Perspective 4 Ballroom Drop Off

    Perspective 5 Offices + Apartments Drop Off

    Architectural Outline Specifications

    Lift Report

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    RAFAL KEMPINSKI PRODUCT CONFIGURATION

    HOTEL 13 STOREYS SERVICED APARTMENTS 4 STOREYS

    Floor

    Superior

    Room Deluxe Room Junior Suite Deluxe Suite

    Executive

    Suite Royal Suite TOTAL Floor 1 Bedroom 2 Bedroom 3 Bedroom TOTAL

    7 4 16 4 24 20 10 4 14

    8 4 16 4 24 21 10 4 14

    9 4 16 4 24 22 10 4 14

    10 4 16 4 24 23 8 4 12

    11 4 16 4 24

    12 4 16 4 24 TOTAL 38 12 4 54

    13 4 16 4 24

    14 4 16 4 24 Percentage

    15 4 16 4 24 1 Bedroom 70.4

    16 4 16 4 24 2 Bedroom 22.2

    17 4 16 4 24 3 Bedroom 7.4

    18 4 8 4 4 20

    19 7 2 1 2 1 13

    TOTAL 48 191 50 5 2 1 297

    Total Percentage

    Standard Rooms 239 80.5

    Suites 58 19.5

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    APARTMENTS PRODUCT CONFIGURATION

    23 STOREYS

    Floor1 Bed Type A

    110 sqm2 Bed Type B

    179 sqm2 Bed Type C

    147 sqm3 Bed Type D

    215 sqmPenthouse Type E

    308 sqmPenthouse Type F

    510 sqm TOTALParking

    Required

    39 4 4 8 8

    40 4 4 8 8

    41 4 4 8 8

    42 4 4 8 8

    43 4 4 8 8

    44 4 4 8 8

    45 4 4 8 8

    46 4 4 8 8

    47 4 4 8 8

    48 4 4 8 8

    49 4 4 8 8

    50 4 4 8 8

    51 4 4 8 8

    52 4 4 8 8

    53 4 4 8 8

    54 4 4 8 8

    55 2 4 6 10

    56 2 4 6 10

    57 2 4 6 10

    58 2 4 6 10

    59 2 4 6 10

    60 4 2 6 12

    61 0

    TOTAL 64 64 10 20 4 2 164 190

    Total Percentage

    1 Bedroom 64 39.0

    2 Bedroom 74 45.1

    3 Bedroom 20 12.2

    Penthouses 6 3.7

    164 100

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    SECTION (CSI Ref) Masonry Assemblies 04860

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    ARCHITECTURAL OUTLINE SPECIFICATIONS page 1

    General

    Summary of Works 01010

    Project Co-ordination 01041

    Regulatory Bodies 01060

    International Codes and Reference Standards 01090

    Submittals 01300

    Quality Control 01400

    Third Party QA 01450

    Temporary Construction Facilities 01500

    Materials and Equipment 01600

    O&M Manuals 01800

    Concrete

    Cast-in-Place Concrete 03300

    Architectural Precast Concrete 03450

    Self Leveling Floor Screeds 03540

    Bonded Concrete Screed 03551

    Masonry

    Cement and Sand Mortar 04100

    Concrete Masonry Units 04220

    Architectural Cast Stone 04720

    Stone Assemblies 04850

    Stone Restoration and Cleaning 04902

    Metals

    Fire Protection to Structural Steelwork 05110

    Cold Frame Metal Framing 05400

    Ornamental Metal 05700

    Metal Fabrications 05500

    Metal Ladders 05515

    Metal Floor Gratings 05530

    Metal Handrails and Railings 05720

    Expansion Joint Covers 05810

    Wood & Plastics

    Rough Carpentry Wood Subfloor 06100

    Finish Carpentry adjacent Wood Trims 06200

    Glass Fibre Reinforced Plastic (GRP) 06620

    Architectural Woodwork 06400

    Thermal & Moisture Protection

    Bituminous Membranes (not roofs) 07105

    Decorative Protective Coating 07108

    Modified Bituminous Sheet Waterproofing 07130

    M difi d Bit i W t fi 07135

    Timber Doors, Frames and Doorsets 08210

    A D d P l 08310

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    ARCHITECTURAL OUTLINE SPECIFICATIONS page 2

    Modified Bituminous Waterproofing 07135

    Fluid Applied Waterproofing 07140

    Fluid Applied Bituminous Waterproofing 07143

    Vehicular Traffic Coating 07180

    Pedestrian Traffic Coating 07182

    Building Insulation 07210

    Preformed Metal Roofing 07410

    Aluminium Panels 07416

    Exterior Aluminium Ceilings 07417

    Protected Bituminous Membrane Roofing 07535

    Protected Membrane Roofing 07555

    PVC Lining Systems 07556

    Protected Rubberised Asphalt Membrane

    Waterproofing07565

    Metal Flashings 07620

    Metal Access Hatches 07724

    Fire Stop 07840

    Joint Sealants 07920

    Doors & Windows

    Doors and Internal Windows General 08050

    Steel Doors and Frames 08110

    Access Doors and Panels 08310

    Sectional Overhead Doors 08360

    Automatic Entrance Doors 08460

    Ironmongery 08710

    Glazing 08800

    Mirrors 08830

    Curtain Walls, Aluminium Doors, Windows and

    Skylights

    08900

    Curtain Wall Particular Requirements 08950

    Aluminium Doors and Windows Particular

    Requirements08970

    Automatic Sliding Doors 08975

    Finishes

    Lath and Plaster 09200

    Sand and Cement Plaster 09220

    Gypsum Board Assemblies 09260

    GRG Assemblies 09265

    GRC Assemblies 09266

    Ceramic Tiles 09310

    Specialist Render 09320

    Terazzo Tiles 09420

    Suspended Ceilings 09515

    Impact Sound Insulation 09600 Equipment

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    ARCHITECTURAL OUTLINE SPECIFICATIONS page 3

    Impact Sound Insulation 09600

    Stone Tiles 09630

    Natural Stone 09635

    Stone Paving and Flooring 09638

    Wood Flooring 09640

    Vinyl Flooring 09653

    Fluid Applied Flooring 09670

    Carpet and Carpet Tiles 09680

    Wall Finishes 09700

    Paints and Coatings for Finishing Assemblies 09900

    Paints 09910

    Special Decorative Finishes 09940

    Exterior Textured Cementitious Coatings 09980

    Specialities

    Louvres and Vents 10200

    Decorative Metal Grilles and Screens 10240

    Raised Floors 10270

    Internal Signage 10400

    Lockers 10500

    Operable Partitions 10650

    Toilet and Bathroom Accessories 10810

    Equipment

    Faade and Skylight Cleaning Systems 11010

    Kitchen Units 11460

    Plumbing 15400

    Mechanical Interface with Sanitary

    Fittings/Fixtures15050

    Hangers and Supports 15060

    Pipes and Tubes 15105

    Valves 15110

    Piping Specialists 15120

    Drainage Specialists 15150

    Earthing Systems 16645

    LIFTREPORT 1. Introduction

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    LIFT REPORT page 1

    FORRAFALTOWER/

    KEMPINSKIHOTELRIYADH

    P&T(M&E)Limited8444/CM/VC/PTDate:29May2009

    This report presents the lift study for the Rafal Tower.

    Rafal Tower is a 63-storey mixed occupancy type tower comprising hotel, serviced

    apartments, offices and apartments. The podium consists of lobby, lounge, gym & SPA,dining, ballroom, meeting rooms. Two parking floors are located at basement.

    The whole tower is separated into mainly 3 types of occupancy: Hotel and ServicedApartment (L7-L23), Offices (L25-L37) and Apartment (L39-L61).

    This lift study is tailored for this arrangement.

    2. Executive Summary

    In order to cater for the different types of occupancy in the building (as per figure 1 initem 4 below), the lift zoning shall be divided into 4 main zones.

    a) The podium floors from L1 to L6 shall be served by 4 shuttle lifts.b) 4 lifts shall serve the hotel and serviced apartment population from L7 to L23

    (assuming these 4 lifts will be used by hotel guests only).c) 4 lifts shall serve offices population from L25 to L37.d) 3 lifts shall serve apartment population from L39 to L61.

    The office and apartment lifts are target to meet the desired performance as per CIBSE,while the hotel and shuttle lifts are target to meet the Kempinsky standard.

    1 service lift shall serve all floors which shall also be designated as the fireman lift.

    2 service lifts are proposed for hotel floors. 2 more service lifts are proposed to servepodium floors only.

    3. Lift Traffic Design Parameters

    a. Occupancy Density

    The hotel floor population is based on Kempinsky standard (refer to table 1). Theoffice and apartment population are based on the recommendation for offices andapartments in CIBSE Guide D, published by the Chartered Institution of BuildingServices Engineers, UK.

    In summary

    Occupancy Density: Hotel (Kempinsky standard) refer table 1

    d. Other design criteria

    The following design parameters are suggested in the CIBSE Guide D and were

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    LIFT REPORT page 2

    p y y ( p y )Office 18m2 area/personApartments 1.5 person/room

    Occupancy Rate: Hotel (Kempinsky standard)Office 80%Residential 100%

    b. Car Fill Factor

    The car fill factor will affect the resulting handling capacity and the waiting timeperformance. Low car fill factor means the lift car sizes are larger than theminimum required for achieving the desired handling capacity performance. Theuse of larger car sizes is usually intended to present spacious or luxurious

    feeling.

    The car Fill Factor used in the lift calculation yielding the desired liftperformance are:-

    o Hotel 20%o Office 35%o Apartment 53%o Podium 71%

    c. Lift Traffic Performance Standards (Up-Peak)

    The following is the overall performance recommended by P&T. Considering thedense occupancy of this building, here we follow the recommended performancesuggested in the CIBSE Guide D for the office and apartment, while we follow theKempinsky standard for the hotel. Desired performance is as follows:

    Hotel:Waiting Time: 30 seconds5 Minutes Handling Capacity: 12% of considered population

    Office:Waiting Time: 35 seconds5 Minutes Handling Capacity: 11% of considered population

    Apartment:Waiting Time: 70 seconds5 Minutes Handling Capacity: 7% of considered population

    g g p ggalso adopted in this study:

    Door Speed: 0.29m/s

    Passenger Transfer Time: 3.5 sec (Hotel & Apartment)2.4 sec (Office)

    4. Population and Size of Lift Groups

    The population for hotel is 397 based on the Kempinsky standard (refer table 1). Also,based on the total area of office floors and apartments, the calculated population foroffice and apartments are 615 and 587 respectively. The population used for the shuttlelift calculation is taken as 1304 (refer table 1) (assuming 20% of ballroom populationmight use the shuttle lifts).

    4 lifts at 1600kg and 3m/s are proposed for hotel (assuming they will serve hotel guestsonly), 4 lifts at 1600kg and 6m/s are proposed for offices. 3 lifts at 1350kg and 6m/s areproposed for apartments. 4 lifts at 1600kg and 1.5m/s are proposed for the podiumfloors.

    Calculation of population for Office:

    o 1065m2 (area)/ 18m2 (area/person) = 59.16 per flooro 59.16 x 13 x 0.8 = 615

    Calculation of population for Apartment:

    o 25.5 per floor x 23 floors x 1.0 = 587

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    LIFT REPORT page 3

    (Figure 1)Note: Red spots and blue spots are stopping floors of passenger lifts and service liftscorrespondingly.

    (Table 1)

    5. Traffic Performance for 4 Zones

    H t l d S i d A t t (L1 L20)

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    LIFT REPORT page 4

    a. Hotel and Serviced Apartments (L1-L20)

    4 Lifts, 1600kg @ 3 m/s:Average Waiting Time 26.2 sec5 Minute Handling Capacity 12.0%

    b. Office (L25-L37)

    4 Lifts, 1600kg @ 6 m/s:Average Waiting Time 34.8 sec5 Minute Handling Capacity 11.0%

    c. Apartment (L39-L61)

    3 Lifts, 1350kg @ 6 m/s:Average Waiting Time 70.0 sec5 Minute Handling Capacity 7.0%

    d. Shuttle (B2-L6)

    4 Lifts, 1600kg @ 1.5 m/s:Average Waiting Time 28.6 sec5 Minute Handling Capacity 12.0%

    6. Analysis

    From the lift traffic performance above, it can be seen that the i) the target performancefor office (waiting time - 35s, handling capacity 11%) and apartment (waiting time 70s, handling capacity 7%) can be achieved as per CIBSE recommendation. ii) targetperformance for hotel and podium (waiting time 30s, handling capacity 12%) can beachieved as per Kempinsky standard.

    7. Conclusion

    Based on the above, it is concluded that the performances are found to be acceptableand considered satisfactory.