Design& Supervision Consultancy Serviceibls.static.otenet.gr/comms/33756-1119228/(33756)...

International Logistics & Building Consultant

Design&SupervisionConsultancyService

60012 CHARLOTTE TRADING & CONTRACTING

WAREHOUSE FACILITY AT AL WAKRA - MASTER PLAN SERVICES

DIAGNOSTIC REPORT AND MANATEQ REQUIREMENTS

IOANNIS MANOLAS

60012-AE10.01 ©

01. PROJECT SCOPE A. NTROUMPALI02. REQUIREMENTS ANALYSIS SUMMARY A. NTROUMPALI03. ANALYSIS OF LAWS AND REGULATIONS - MANATEQ A. NTROUMPALI04. ORGANIZATION CHART A. NTROUMPALI05. STORAGE MANAGEMENT FLOW CHART (PFC) A. NTROUMPALI06i. ELECTRICAL CONCEPT REPORT K. MONACHOS06ii. MECHANICAL CONCEPT REPORT & EQUIPMENT FLOW CHART S. TOGGOS07. PRE BUDGET TABLE I. MANOLAS08. FINAL DRAFT A. NTROUMPALI

05/03/2017

05/03/2017

05/03/2017

TITLE:60012-AE10.01 ©-CONTENS:DIAGNOSTIC REPORT AND MANATEQ REQUIREMENTS-PROJECT MANAGER:IOANNIS MANOLAS-05/03/2017

05/03/2017

05/03/2017

CONTENTS

05/03/201705/03/2017

LEAD DESIGNER DATE

CLIENT:PROJECT:

05/03/2017

05/03/2017

DELIVERABLESTITLE:

PROJECT MANAGER:DATE:

DOCUMENT CODE:

05/03/2017

1. PROJECT SCOPE1.1.INTRODUCTION

1.

2.3.

1. The traffic operation of the outdoor area is important due to the large number of containers andtransport vehicles.

Maximum stock capacity and low operational cost

b) The proposed site by the clientThe site complies with the investment intention & is deemed to be satisfactory, however we considercritical the elec. design due to the low loads provided by Manateq.

c) Environmental conditionsThe Enviromental Conditions in the area are considered very aggressive. Special care must be taken inensuring that Temperature conditions are absolutely monitored and efficiently controlled at the storageareas of the resulting facilities.

d) Landscaping

During our preliminary analysis we identified the following "Critical Points" (CP analysis) a) Operational Planning

The main goal of the investment is to construct and operate modern logistics center facilities. The constructionincludes:- Warehouse of approx. 2.141 m2- Office facilities of approx. 10% of Built-Up- Showrooms of 146 m2 Coverage- Accommodation of approx. 317 m2 Coverage- Truckwash- Receiving Loading area (RL)- Electromechanical rooms- Special roomsThe facilities should have high interoperability

INTERNATIONAL LOGISTICS & BUILDING CONSULTANT

The Project "Master Plan Consultancy Service for the Warehouse Facility at Al Wakra, plot number AW-LP-A-037", for thecompany CHARLOTTE TRADING & CONTRACTING., intends to offer consulting and design services to achieve the bestpossible understanding of the client’s needs, the systematic mapping of the current and the anticipation of any futurerequirements, as well as the incorporation of the works into the general context of modern techniques and solutions. The projectwill be developed on a plot of land allotted by Manateq in the Birkat Al Awamer Logistics Park with a plot coverage area of5.286m2 and a maximum coverage of 60%. The project will be developed according to applicable Manateq, QCDD, Kahramaa,MOI recommendations and regulations

What the whole effort intends to do is the development of the Master Plan for the new facilities on the site proposed by the client.

For this purpose we have considered:a) the main operational planning of the clientb) the proposed site by the clientc) common market practices for the stock managementd) the client's specific Dry, A/C and Chilled stock featurese) landscape requirements

2.1.SUMMARY OF REPLIES

2.1.1.STOCK & PRODUCTION PROCESS SURVEY

STOCK MASTER FILE

• •

CodeDescription

Box / Plts

INVENTORY LEVEL FILE

• •

CodeDescription

DateQuantity (Level)

Basic Transfer Unit

STOCK MOVEMENT FILE

• •

CodeDescription

DateOrder

Truck arrival or departureQuantity (in)

Quantity (out)Basic Transfer Unit

STOCK CATEGORIES

•

Chilled 80%Dry 20 %


2.STOCK IDENTIFICATION, MANUFACTURING PROCESS, CONSTRUCTION & FUNCTIONAL REQUIREMENTS

This Section includes the Summary of all provided replies.

YES NOIs the stock Master File available? x

YES NOIs the Stock Inventory Level File available? xDoes the File have the following format?

Does it follow the below formatting per SKU?

xxx

Is the Stock Movement File available? xDoes it have the following format?

xxxxx

YES NO

xx

Please mention below the general categories of available stock (e.g. Dry 60%, Chilled 20%, Frozen 20%)

xxxxxx


2.1.2.EXTERNAL LOGISTICS

ORDERING

•

• •

• Using the company's codesUsing the supplier's codes

Using the products' descriptions

Stock transportation

•

The external inbound stock is received in 40'' & 20'' Containers. Unloading is done manually by 90% and by Forklifts by 10%. 90% of the Stock arrives in Cartons and is palletized on the Docking Ramp.

Ordering

•

LPO (Pre-Orders) are prepared basis client request. Order preparation occurs the previous day of the dispatchDirect Distr. Orders are prepared on the previous day of the dispatch, basis existing sales statistics

Stock Characteristics during the transport for its export

•

Quantity % Rate Participation What is the number of suppliers involved?

POKKA 12 11%BAZOOKA 10 10%

HARIBO 21 20%YITAMILK 13 12%

ERKO 4 4%ONION 4 4%

BIP 8 8%MR. BROWN 8 8%

What different categories of clients are there, and how many are the clients per category?

CLIENT CATEGORIES

CLIENTS / CATEG.

LPOs 58%Direct Distr. 42%

Total Orders (2016) 112Total Received Containers (2016) 105

Orders are made via email (FEFO Policy):

Inbound Stock arrives Ontainer Platform Trucks (9/month)

Orders are taken by: Telephone, Fax, E-mail, ERP, Order Form

Stock is exported in Cartons & Items


Stock transportation during its Export from the Company

•

20 Vehicles total:a) 11 Van Type Vehicles (two types: High Roof, Flat Roof)High Roof: 510mm x 190mm x 240mm (LxWxH)Flat Roof: 460mm x 187mm x 185mm (LxWxH)b) 9 Small Type Trucks (3ton & 2.5ton)3ton: 620mm x 220mm x 300mm (LxWxH)3.5ton: 620mm x 220mm x 290mm (LxWxH)

2.1.3.INTERNAL LOGISTICS

Unloading

•

•

Receiving the Stock and de-Palletisation Processes

•

•

Internal Transport

•

Internal Procedures

•

Palletisation & Loading

•

ReceivedStock is checked 100% (Quantity & Quality Check)

Stock is moved via Forklifts & Pallet Trucks to Stock Area (100%)

Stock undergoes pro – picking / total of the day orders, and sometimes packaged

Stock is dispatched in Boxes (100%) after total Quality & Quantity Check

Outbound Stock is transported by Company Vehicles, as per below characteristics:

Stock is moved in pallets, after unloading, by means of Forklifts & Pallet Trucks

There 10 persons/Container during Unloading (3hrs Process)

Stock is Palletized after Unloading, basis Stock Category


2.1.4.CONSTRUCTION AND OPERATIONAL REQUIREMENTS OF THE INVESTMENT PLAN

Location of the Building – Extension Possibilities

•

Plot Dimensions: 100m x 52.86m

•

•

Administrative Staff Area

Storage Areas

The New Facilities will cover totally the Company's requirements in Storage Area (100%)

Required Areas

A/C W/house Stock 80%Chilled W/house Stock 20%

DESCRIPTION OPERATION SURFACEOffices Admin

Accomodation ResidentialOrder Preparation Processing

A/C W/house R/LShowroom Commercial

DESCRIPTION /

Transport office (with x

The Building Design should allow surrounding access to Fire Trucks & Company Vehicles

AREAS YES NO m2 WORKSTATIONS

Warehouse staff officesVisitors, drivers office etc. x

Staff offices x 30 Open SpaceAccounting office

Secretary office (in connection x

Manager offices x 7 Separate Offices

Visitor’s WCMeeting Rooms x 3

Women WC x

Men WC x

Ablution x

Prayer Room x

Description/Observatio

Chilled storage (4 to 6oC )

x 20% of Total Storage Area

Areas Yes No M2 Work positions Product

Lobby for the temperature

controlled areasx

Frozen storage (-26 to -5oC) x

80% of Total Storage Area

Stock Type Conventional Pallet Drive In Live Storage Block Stacking Mobile Racking

A/C Storage(18-21oC)

x


•

Support Areas

•

External Support Areas

•

Chilled xA/C x

The Facilty will require a) Security Gate, b) Pumping Station, c) Water Tanks d) Truck Wash Area, e)Elec. Substation

Chilled x

Stock Handling will occur by means of VNA truck, Order Pickers, Pallet Trucks (electric / manual)

The Facilty will require Forklift Charging Area

Stock Type Box racking Live storage Box Pallet Racking

A/C x

3.DESIGN CRITERIA3.1.GENERAL PLANNING

Min. opening size: To be specifiedWall Framed OpeningSky light panelsCom

Matching architectural design tools and aesthetics (concerning colours and materials) for all buildings

Outdoor Storage Areas not within the Front Setback, must be screened from the roadMechanical Equipment & Utility structures Screened from offsite views

Water Tank and Mechanical Equipment to the side and rear of the buildingRoof-top water tank and mechanical equipment screened from the road

Signage permitted at designated locationswithin the boundary wall near the entrances to the ploton the vertical surface of the main buildingon standalone independent pillar within the plot, max height< max building heightDimentions of rectangular frame of 15m x 3m

Building façade Attractive with simple, timeless design solutionsVariety in forms, material and colourDifferent expression of the office and non-logistic areas

Location of Offices front of the building

Entry of Offices dedicated and separate entry, distinguished from warehouse structure, ommensurate with commercial office aesthetics

Double Steel Sliding DoorOpening for Windows and Doors

Roof AccessoriesLoading Docks

Showroom If applicable, not exceeding 5% of plot area

Aesthetic Standards

Appropriate, Min. as per Kahramaa, QICT, relevant Standards andregulations

Labour Accommodation Max. 6% of plot area, for accommodating workers only, in accordance with MMUP guidelines

Standard Accessories

Life of Building Structures Min. 50 years

Clear Warehouse Height

Labour Accommodation In compliance with MMUP codes and Regulations

Architectural

Dry and Wet Utilities (including cooling facilities)

Mezzanine Offices Provided as required, in compliance with MMUP guidelines

Air Conditioning System For all facilitiesCompliance with GSAS in accordance with MOE requirements

Carparking For visitors, workers, trucks on and within the plot

Min. 13 m (unless otherwise approved by MMUP)Grid Spacing Min. 9 m

INTERNATIONAL INDUSTRIAL & LOGISTICS CONSULTANT

Regulations to Comply with: British Standards, EN Standards, International Building Code (IBC), American Society for Testing and Materials (ASTM), National Fire Protection Association (NFPA), all latest local codes, rules and regulations of the state including QCS.

General PlanningLandscape Automated Irrigation

Public Amenities Essential, as per MMUP requirementsSecurity and Life Safety requirements As per MOI, Civil Defense, MMUP regulations

Perimeter Fencing In compliance with Landlord guidelines


Rear&Sides

Front Side

Trees height min (at maturity) 8mDouble Steel Sliding Door Min. opening size: To be specified

Wall and FencingFront Side Boundary solid walls with max height of 1.4m

Tubular Metal Fence, min 80% opacitymax total height: 2.5m

Rear and Side Boundaries solid walls are allowedmax height: 2.5m

Foundations within the plot boundary

NOT ALLOWED types of fencing Barbed wire fencing, Corrugated metal sheet fencing

Trees' spacing (number of trees > 3) min 5m/ max 15m

LandscapingLandscape Automated Irrigation

Design Specifications provided with appropriate Hard and Soft scapesReduce heat gainMinimize water consumptionProvision of suitable imageabilityProvision of adequate shade for pedestriansInclude native plants to the landscape designAll of the above design specifications are provided as a minimum and are for purposes forguiding the developer to achieve acceptable standards in the project as per best practice inthe GCC region on similar reputed projects

Landscaping along roads min average width 1.5m, along road frontagesTrees min 1 plus 1/10m of frontage


Interior Skin: Polyester Painted Aluzinc, Flat Profile

min 0.5mm

Secondary Steel

Shall be cold formed pre-galvanized materials. The anchor bolts are galvanized.

*Freezer room shall be constructed separately from the main warehouse and shall be tested for air/water tightness

Primary Steel

Cleaned and sand blasted with A 2.0 Swedish Standard painted with one coat 75 microns DFT epoxy primer.

Secondary Steel


*Chilled room shall be constructed separately from the main warehouse and shall be tested for air/water tightness

Frozen Warehouse (0º to 5º)Wall Spray foam Insulation

(polystyrene/polyurethane)Portal Steel

Frame/PEB

Roof and Wall Panel

Exterior Skin: Polyester Painted Aluminum

min 0.7 mm

PU Core: min 35kg/m3 density min 100mm

Primary Steel

Cleaned and sand blasted with A 2.0 Swedish Standard painted with one coat 75 microns DFT epoxy primer

Chilled Warehouse (6º to 22º)Wall Spray foam Insulation

(polystyrene/polyurethane)Portal Steel

Frame/PEB

Roof and Wall Panel


min 0.7 mm

PU Core: min 35kg/m3 density min 100mmInterior Skin: Polyester Painted Aluzinc, Flat Profile

min 0.5mm

Secondary Steel


Metal clad OR Similar

with color bond type material OR with insulation

min 50mm insulation

Portal Steel

Frame/PEB

Roof and Wall Panel


min 0.7 mm

PU Core: min 35kg/m3 density min 75mmInterior Skin: Polyester Painted Aluzinc, Flat Profile

min 0.5mm

Primary Steel


Roof and Wall Panel


Secondary Steel


min 0.7 mm

PU Core: min 35kg/m3 density min 50mmInterior Skin: Polyester Painted Aluzinc

min 0.5mm

A/C Warehouse (23º to 25º)

Building MaterialsType Material Thikness Structure

Dry Warehouse (24º to 50 º)Metal clad OR Similar

with color bond type material OR with insulation

min 50mm insulation

Primary Steel


Portal Steel

Frame/PEB


As per ASHGHAL standards and specificationsAs per ASHGHAL standards and specificationsAs per Landlord specification

Deflection Limits In accordance with 2002 MSMN

No Air Conditioned Collateral Load 0.10 kN / m2Air conditioned Collateral Load 0.50 kN / m2

Wind Speed 162 KPH (3-second gust), Exposure BImportance factor = 1.0*Refer to MBMA-2002, Chapter 1, Section 1.4, Page 16

Seismic Loads Per IBC latest EditionLoad Combination As per MBMA-2002

Rainfall Intensity 68 mm/Hr

Temperature load Design shall consider QCS and any other acceptable code requirements(loading cases shall also be as per the codal requirements). Operationaltemperature (for controlled or uncontrolled conditions) shall be determinedby the project specifications.

Roads Bitumen OR Concrete

Circulation Area Bitumen OR Concrete

Cold Storage Collateral Load 1.00 kN / m2

StructuralDesign Loads as per QCS

Truck Roads min 16m wide corridor with min 8m road width. Load bearing capacity ASPER Industrial standards and as mandated by ASHGHAL

CODE MBMA-2006, AISC 2005, AISI 2002,

Design Live Load 0.75kN / m2 (On Roof)0.75kN / m2 (On Frame)

Dead Load As per design STANDARDS (On Roof& Frame)

Perimeter Fence Wall Block Work with Steel

Open Storage Yards (51º to 65 º)Floor FinishBitumen OR ConcreteRoof Panel Aluminium with Polyester Paint

Finishmin 0.7-0.8

Primary Steel

Cleaned and sand blasted with SA 2.5 Swedish Standard painted with multi coat 250 microns DFT epoxy paint system

Secondary Steel



Flat Roof / Mezzanine

Span / 360 (With Live Load Only)Span / 240 (With Live Load +

Dead Load)

As per UBC, ‘94 Vol.2, Table 16-D, Page. 2-

32

As per MBMA, Section C 6,8, p.117 for crane

building frames the maximum calculated bare frame drift under

MBMA loading recommendations

commonly range from H/60 to H/100

Frames: Drift Horizontal Sway

Height / 45 (for buildings without crane)

Height / 60 (for buildings with crane)

Roofs: Eave Strut, Purlins &

SheetingSpan / 180

As per UBC, ’94 Vol. 2, Section 1643, Page

2-1203

Anchor bolts ASTM A36Fu = 25.0 kN/cm2

Wall & Structural Framing : Rails, Wall Sheeting

Span / 120 (for walls with flexible finishes)

Span / 240 (for wall with brittle finishes)

As per UBC ‘94 Vol. 2, Section 1643.2 Page

2-1203

Machine Bolts ASTM – A 307Ft = 13.8 kN/cm2

Standard Deflection Limits

Description Deflection Limit References

Frames: Columns and

Rafter

As per UBC, ’94 Vol.2. Section 2349,862

Frames: Vertical Deflection

Span / 180 for RFSpan / 90 for Cantilever

Fy=34.0kN/cm2

Roof panelZinc Aluminium BaseASTM A792 Gr. 40/50

Fy = 30.0 kN/cm2

X-Bracing Rods ASTM A36 or equivalentFy = 23.5 kN/cm2

Materials Specifications

High strength Bolts

ASTM A325 Type 1Ft = 30.3 kN/cm2

Built –up (Plates)

ASTM A-572 Grade 50Yst = 34.50 kN/cm² (50 ksi)

Fy = 34.5 kN/cm2

Hot Rolled Angles

ASTM A-36 or equivalentFy = 34.5 kN/cm3

Hot Rolled Beams

ASTM A-572, Yst = 34.50 kN/cm² (50 ksi) EN-10025, S355 JR. Yst = 35.50 kN/cm² OR S275 Yst = 27.50 kN/cm

Fy = 34.5 kN/cm2

Cold Form Galvanized

ASTM A-653 GR 50 (G90) or equipment

Components SpecificationsYield Strength

Min


415V essential distribution systemsprovided for MDF and IDF roomsprovided for Critical IT and other installations as identified by Client/End User

provided for Particular Client/End User/Operator requirementsprovided for CCTV system including associated network switches as per Ministry of Interior Security Guidelines

provided for Building Control Systemsprovided for Security, Access control system

MCC Form 3b As per QCS specificationMin. 25% spare

capacity on design

Outdoor Feeder Pillar

Form 2b IP 56

10kA for 3 secs if fed from SMDB or

25kA for secs if fed from main LV panel

2.0 mmMin. 10% spare

capacity on design load.

Standby and Emergency Power 415V essential distribution systemsprovided for Minimum code requirements for life safetyprovided for Additional loads required by project’s operational requirements

provided for Particular Client/End User/Operator requirements

Uninterrupted Power

SMBDPanel/MCCB Panel Board

Form 3b,Type 2

IP 32 As per QCS specificationMin. 25% spare

capacity on design load.

Final Dist. Board Form 2b As per QCS specificationMin. 25% spare

capacity on design

LV (415V)-MDB Panel

Form 4b,Type 6

As per Kahrama specificationMin. 25% spare

capacity on design

MechanicalAir Conditioning & Ventilation as per regional , GCC and ASHRAE standards

environmentally friendly refrigerant should be used (ex. Ammonia as arefrigerant alternate can be utilized of refrigeration system serving largecold and freezer rooms)

Electricalas per Kahrama and QCS Specifications, British Standards, SSL/CIBSE Lighting Guides

11kV Network with 415V non-essential distribution systems

Equipment Type

Form of Construction

IP Rating (main

enclosure)Fault Level Rating

MV (11kV) As per Kahrama specification Min. 25% spare

Minimum Thickness

Comment


HydraulicsStorm Water Drainage

Potable Water supply connection As per KAHRAMAA Design Standard

Potable Water ReticulationIrrigation

Plot service SW & SS connection As per PWA Design Standard

as per BS EN 62305Cables and wires Low Smoke and Fume Type (LSF/LSOH) OR Fire Rated (where required

by QCD)Conduits and Cable Trunking Galvanized steel OR PVC conduits only to be used where embedded

Fire and Life Safety in accordance with NFPA and the Civil Defense Authority of the State ofQatar

Street Lighting Illumination min 5 lux as per ASHGAL and QCS requirements and Qatar Highway Design Manual

Maximum Demand Diversification as per Kahrama requirementsPower factor correction 95%

Internal and External Lighting Energy efficientControl Systems Energy efficient

Emergency Lighting as per QCD requirementsExit Signage as per QCD requirements

Lightning Protection

3.ANALYSIS OF LAWS AND REGULATIONS - MANATEQ3.2.DEVELOPMENT CONTROL REGULATIONS

5.286 m2

25% 60%1

5.286 m2

Are allowable subject to MMUP approval

3.171 m2 2.734 m2 52%

5.286 m2 4.026 m2 76%

Use according to Manateq Landuse 2.141 m2 [54.00x38.50m]0 m2 [0X0m]

G+M20 m (max) GF+Mez 19,60 m & 12,00 m at R/L area13 m (min) GF 18,26 m & 10,65 m at R/L area

50% Max Of Warehouse ground floor area Not provide4,0 m Max Not provide

2.141 m2 41%

2.141 m2 41%

Height of Mezzanine

Warehouse Plot Coverage Warehouse Built-up Area

Height of Warehouse Building Clear Height of Warehouse Building

Mezzanine surface

FARMax Build Up Area

Single or multiple Buildings

Plot Coverage Built-up Area

WAREHOUSE


Development Control Regulationsof Manateq

Master PlanCharlotte Trading & Contracting

SCENARIO 01

Plot Area

Plot Coverage between

Warehouse SurfaceDockhouses' Surface

Maximum Floors



0 m2

0 m2

Not provide80% Max Of office ground floor area Not provide

541 m2 [14.00x38.50m]G+M or G+1 or Wareh.Mez.

10 m Max 3,00 m

2,80 m

0 ppl

0 m2 0%

10% Max Of BUA 529 m2 541 m2 13%

317 m2 [21,86X14,50m]317 m2 [21,86X14,50m]317 m2 [21,86X14,50m]

G +213,75 m Max 9,25 m

3,20 m

6% Max Of plot area 317 m2 317 m2 6%

951 m2 951 m2 18%

146 m2 [8x18m]

80% Max Of showroom ground floor area 117 m2

G + M10,0 m Max 9,15 m

8,95 m

146 m2 3%

5% Max Of plot area 264 m2 263 m2 5%Showroom Plot Coverage Showroom Built-up Area

SHOWROOMShowroom Surface (GF)

Showroom Mezzanine SurfaceMaximum Floors

Height of ShowroomClear Height of Showroom

L.Accommodation Surface (SF)Maximum Floors

Height of AccommodationClear Height of Accommodation

Accommodation Plot Coverage Accommodation Built-up Area

Nb of Workstations

Office Plot Coverage Office Built-up Area

LABOUR ACCOMMOD.L.Accommodation Surface (GF)L.Accommodation Surface (FF)

Office Surface (SF)Office Surface in Mezzanine

Mezzanine within Wareh. SurfaceMaximum FloorsHeight of Offices

Clear Height of Offices

OFFICEOffice Surface (GF)Office Surface (FF)



3,5% Min Of plot area 185 m2 189 m 2

10 m 2 Max 10 m 2 [3X3,30m]

0 m 2 [00X0m]

0 m 2 [00X0m]

60 m2

4,5 m Permitted at sides, front or rear 4,50 m

0 m 2 [5,2X6,4m]

0 m 2 [6,2X6,4m]

0 m 2 [4X6,4m]

0 m 2 [6,3X6,4m]

0 m 2 [5X8m]

0 m 2 [00X0m]

0 m 2 [16,42X8m]

0 m 2 [00X0m]

60 m2 [8X27,5m]

0 m2

130 m2

130 m2

MEP Surface (GF)MEP Surface (FF)

MEP & AD.B Plot Coverage MEP & AD.B Built-up Area

TX Room Surface Generator Room Surface

Pump House (Fire) Surface Electrical Room Surface

Mechanical Room Surface Battery Charging Room Surface

MV Room SurfaceTransformer Room Surface

Electrical Substation Surface Height of Elect. Substation (max)

HV Room Surface LV Room Surface

LANDSCAPINGSoft Landscaping

MEP and ADDIT. BUILDINGSecurity Guard House Surface



< 2,000 m26 m3 m3 m

< 5,000 m26 m3 m3 m

> 5,000 m26 m 25 m6 m 8 & 6 m6 m 20,5 m

0 m2 Warehouse area65 m2 Office and Showroom 12 12

12 120

3,5 m Max

2 max 22 m From plot corners / Manateq Criteria 6 & 17 m

according to use, Compliant with Manateq Criteria 4 m

Compliant with Design Criteria1,8 m Compliant with Design Criteria 1,80 m2,5 m Compliant with Design Criteria 2,50 m

Site Access possition

Road width

Fencing DesignHeight of Front Fence

Height of Rear and Sides Fence

Parking space 1 perParking space 1 per

TotalTruck Parking space

Parking canopy height

No of Site Access

Rear

Warehouse Building Plot FrontSidesRear

SITE DEVELOPMENT

FrontSidesRear

Warehouse Building Plot FrontSides

SETBACKSWarehouse Building Plot



72 ppl Max 72 ppl3 Max 3

18 Min 18432 m2 464 m2

12 Min 1224 Min 30

8 Min 93 Min 3

70 m2 90 m2

12 Min 123 Min 3

18 m2 50 m2

3 Min 360 m2 16 m2

40% Of accom. built-up area 381 331 35%

961 m2 951 m2

951 m2 951 m2

No of KitchenTotal Kitchen Area

Secondary Spaces

Total Accommodation Area Provided Accom. Built-up Area

No of UrinalsNo of Bathrooms

Total Bathroom Area

No of ShowersNo of Showers' Room

Total Shower Area

Number of WorkersNumber of Floors

No of BedroomsTotal Bedrooms Area

No of ToiletsNo of Sinks

ACCOM. INTERIOR

4.ORGANIZATION CHART4.1. MANAGEMENT

[Respectively to the hierarchy position][Number of workstations / office][Number of offices][Total]

Workstations 1 1 5


Status 1 2 3

Number of offices 1 1 5

Total 1 1 5

A

1

Chairman & ManagerDirector

1

2B

1General Manager

3C.1

1Chief Accounts

Manager3

C.2

1

HR & ITManager

3Business

DevelopmentManager

C.3

13

TMManager

C.4

13

WarehouseManager

C.5

1

1

Office code

Workstations

Ranking

C3,4

1

4.ORGANIZATION CHART


4.2. FINANCIAL & HR


Status 3 4

Workstations 2 12

Number of offices 2 0

Total 2 0

4 Accounts Staff

D

6

3C.1

1

Chief AccountsManager 3

HR & ITManager

C.2

1

4HR & Admin

Staff

D

54 IT Support

D

1

1

Office code

Workstations

Ranking

C3,4

1



4.3. WAREHOUSE


Status 3 6

Workstations 2 0

Number of offices 2 0

Total 2 0

3Warehouse

ManagerC.5

1

6Warehouse

Team (20Nos)H

06

Delivery Team(12Nos)

H

0

1

Office code

Workstations

Ranking

C3,4

1



4.4. SALES OPERATIONS

Workstations 1 2 5 0

Status 3 4 5 6

Total 1 0 0 0

Number of offices 1 0 0 0

3Business

DevelopmentManager

C.3

1

4 FSMD

1

SalesExecutive

5D

1

KA Merchandisers 6

H

0

SalesExecutive

5D

1

KA Merchandisers 6

H

0

SalesExecutive

5D

1

KA Merchandisers 6

H

0

5D

1Executive

Lower Trade Supervisor5

D

1

Lower Trade Salesmen (12Nos)

6H

0

Lower Trade Manager4

D

1

1

Office code

Workstations

Ranking

C3,4

1



6 TotalsWorkstations 1 1 5 14 5 0 26

Status 1 2 3 4 5

0 7

Total staff /Status 1 1 5 14 5 56 82

Number of offices 1 1 5 0 0

5.STORAGE MANAGEMENT FLOW CHART (PFC) 5.1.LOGISTICS SERVICES


'' Cntrs)40Trucks (0Χ.

Inbound stock. 1m Cntr Platform)17party Transportation Company Trucks (rd3

R/L][Loading -Receiving 1 Χ.

Unloading & Receiving stock. 1Α.There will be unloading ramps for 17m Trucks (1.1m Height)Manual Unloading / MHE used for palletsThe stock consists of Pallets & Cartons.

.Stock identification-Quality & Quantity control. 2Α.The quality - quantity control takes place during the unloading at the receiving area, where the Cartons/Pallets are identified. - Total Quality & Quantity control

Palletisation..3.1Α.Cartons are Palletised, basis Stock Category.

Stock Locations (Chilled or A/C) 2 Χ.

Internal transportation23.Α.Transportation by means of material handling equipment t (Elect. Pallet Trucks & VNA Forklifts) to the storage area.

Damaged/Expiry Area) 3Χ

.Internal transportation3.3Α.Transportation by means of material handling equipment to (Elect. Pallet Trucks & VNA Forklifts) to the Damaged/Expiry area.

Χ4) Picking LocationsΑ.4 ReplenishmentPallets are offloaded from the Stock Locations and Picking Locations (Preferrably Live Storage Racks) are replenished in Cartons.

Χ5) Order Preparation Area(Proccessing Activities may take place at this area)

Picking of LPOs & Direct Distr.5.2 & A.5.1 A.Orders are picked by Order Pickers and assembled at the Order Preparation Area, both for LPOs & Direct Distribution.

Order Preparation of LPOs & Direct Distr.6.2 & A.6.1 A.Cartons are Palletised per Client. Promotion offers may be packaged at this stage, or other light proccessing activity.

R/L][Loading -Receiving 1 Χ.

Internal Transportation. 7Α.Ready orders are transported in pallets to the R/L Area.

.Order identification-Quality & Quantity control . 8Α.The quality - quantity control takes place before loading at the loading area, where each order (pallet) is identified. - Total Quality & Quantity control

Loading. 9Α.Each order is loaded to the Company vehicles (Vans & Trucks) manually (Cartons).

Χ.6.1 Direct Distrb. VansΧ.6.2 LPO trucks

. Outbound stock5

Inbound stock01

Χ0) Trucks (40'' Cntrs)

Χ5) Order Preparation Area

PICKING - DIRECT DISTR.Α.5.2

ORDER PREPARATIONΑ.6.2

Pallets04

Cartons03

Χ1) Receiving - Loading AreaR/L

Α.8 QUALITY & QUANTITYCONTROL

Cartons03

LOADINGΑ.9

Cartons03

Χ6.1) Direct Distrb. VansX6.2) LPO Trucks

Outbound stock05

Χ1) Receiving - Loading AreaRL

Pallets02

PALLETISATIONΑ.3.1

Χ2) Stock Locations (Chilled or A/C)

Pallets02

INT. TRANSPORTATIONΑ.3.2


Pallets02

Cartons03

QUALITY & QUANTITYCONTROLΑct.2

UNLOADINGΑct.1

Χ4) Picking Locations (Chilled or A/C)

REPLENISHMENTΑ.4

Cartons03

Χ3) Damaged/Expiry Area

Pallets02

INT. TRANSPORTATIONΑ.3.3

Cartons03


Pallets04

INT. TRANSPORTATIONΑ.7

Χ5) Order Preparation Area

PICKING - LPOsΑ.5.1

ORDER PREPARATIONΑ.6.1

Pallets04

Cartons03

5.STORAGE MANAGEMENT FLOW CHART (PFC)


5.2.CP Analysis

Cp12

5.3.Necessary equipment

1234

Category descriptionUnloading Delays, DamagesExpired Products Identification

Category description Activity Α/Α FLOW CHARTManual Loading - Unloading Α1, Α9Electric / Manual Pallet Trucks Palletisation A3.1Order Pickers Picking A5.1, A5.2, A6.1, A6.2Forklifts (VNA) Replenishment, Intern. Transportation A3.2, A3.3, A4, A7

DIVISION 26. ELECTRICAL

26.1. CODES, STANDARDS & REGULATIONS

26.2. SYSTEM DESCRIPTION26.2.1. GENERAL

Grounding 2.5Control Circuits 2.5Power Circuits 4Lighting Circuits 2.5

Conductor Duty Min Conductor Size mm²

F. Minimum conductor sizes:

3. 240/415 volts for HID and fluorescent lighting.4. 415 volts, 3 phase – electric heating equipment rated 3.6 kW or more.5. 240 volts, single phase – electric heating equipment rated less than 3.6 kW.

E. The following distribution voltages shall be provided in accordance with general industry practice for electricalequipment and devices:

1. 415 volts, 3 phase – motor rated ¾ horsepower and above.2. 240 volts, single phase – motor rated ½ horsepower and below.

C. Voltage drop on cables shall be considered with respect to the allowable limits for equipment and motors. Cablesize may be increased to reduce voltage drop. Cable voltage drop requirements shall be based on the followingcriteria:

1. Power feeders and branch circuit feeders shall be sized for a total drop not to exceed 2.5% from the point ofsupply to point of utilization.

D. All electrical equipment, including generating sets, shall be rated for 50°C.

- Miscellaneous 80,00%- HVAC 100,00%- Water Heater / Cook 40,00%

B. The following demand factors shall be used:

- General Load 66,00%

- Normal voltage levels 415 Vac, 3-phase, 3- wire415/240Vac, 3-phase, 4- wire

- Normal frequency range 50 Hz + 1%

MEP CONCEPT REPORT

• Kahramaa Electricity Planning Regulations for Supply • Kahramaa Regulations for the Installation of Electrical Wiring, Electrical Equipment and Air Conditioning Equipment• Qatar Construction Specifications (QCS)• International Building Code - 2009• CIBSE Code for Lighting - 2002

• NFPA 70 : 2002 - National Electrical Code• NFPA 111 : 2001 - Standard on Stored Electrical Energy Emergency and Standby Power Systems• IEC 60364 : 2005 - Low Voltage Electrical Installations• NFPA 780 : 2005 - Standard for the Installation of Lightning Protection Systems• IEEE, IEC, BS - Relevant Clauses of Applicable Standards

The electrical installation will, in general, be designed to meet the following requirements:A. The warehouse shall receive the normal power from the distribution 11/0.415 kV transformers, supplied byprimary Medium Voltage from the local utility provider (Kahramaa). Secondary voltage (Low Voltage) will have thefollowing characteristics:

- 415V transformer neutral Solidly earthed neutral.


MEP CONCEPT REPORT

26.2.2. HV SUBSTATION

26.2.3. LV SWITCHBOARDS

26.2.4. MOTOR CONTROL CENTERS (MCCs)

26.2.5. DISTRIBUTION BOARDS

26.2.6. DISTRIBUTION BOARDS

• Required number of Distribution Boards shall be provided in appropriate locations for the subdistribution of powerfrom the LV Switchboard to the discrete operational units within the warehouse facility.• Distribution boards will be busbar type, constructed to local requirements. MCCBs are used as main incomingdisconnection devices. MCCBs also protect outgoing feeder circuit cables to Panelboards.

• Required number of small power and lighting panels (Panelboards) shall be provided in appropriate locations forthe final connection of all the associated loads in the facility.• Panelboards will be busbar type, constructed to local requirements. MCCBs are used as main incomingdisconnection devices. whereas MCBs protect outgoing branch circuit cables. Residual Current Devices (RCDs) ofvarious ratings are used to protect single or groups of circuits supplying sockets, water heaters and other types offixed equipment. Particularly small power outlets will have residual current circuit breakers with overloadprotection (RCBO) for each individual circuit. This is proposed to provide increased reliability and avoid nuisancetripping. Control features are implemented using contactors.

• A room will be provided for the transformer, as per local code, which will feed small power, lighting and mechanicalequipment loads with Low Voltage.

• The LV Switchboard will be located in the LV Room and will be constructed based on the requirements of IEC61439 and 60947.

• Outgoing MCCBs breakers will feed, Distribution Boards, the UPS and Motor Control Centers.

• Low Voltage assemblies, i.e. Motor Control Centers (MCCs) will be provided for supplying power to HVAC loadsthroughout the facility. MCCs are supplied directly by LV Switchboards.• Motor Control Centers will also be constructed based on the requirements of IEC 61439 and 60947.• Appropriate starting schemes will be implemented as required for each type of motor and application.

The facility shall be served by a 11kV - 415/240V substation. The spaces inside the substation for the primaryswitchgear and the step down transformers shall be designed per requirements.

• A room will be provided for the installation of 11 kV Switchgear. The Switchgear will be manufactured according toapplicable IEC Standards and will contain all necessary disconnection, protection and measurement devices. It willbe supplied by incoming MV cables from the local utility network (Kahramaa). It will in turn supply the Transformerswith Medium Voltage. Meters shall be provided in the switchboard for revenue metering per the provider’srequirement.


MEP CONCEPT REPORT

26.2.7. STANDBY AND EMERGENCY POWER SUPPLY SYSTEM

26.2.8. UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM

• Separate UPS receptacle panels shall be provided for connecting office computer equipment.

• UPS equipment shall provide protection for the designated essential service circuits in the event of complete failureof the normal power supplies for a period of 15 minutes.

• The diesel engine shall be supplied by a base-mounted fuel oil tank. The tank shall be capable of supplying thediesel motor for 8 hours at full load. The generator fuel shall be filled in from outside the building with a fuel pipeextended to the exterior wall 1500 mm away from any building opening and be equipped with an overfill alarm.

• A day tank shall be provided in an adjacent room.

• Loads which require “clean power” such as data processing, safety and security equipment shall be supplied bycircuits from distribution boards with UPS static inverter power supply.

• A UPS with output 415/240V, 50Hz, will be provided in the IT Room in order to ensure a continuous, no-breakconditioned power supply to essential and power sensitive loads. The output of the system supplies the followingloads of the facility:

1. ULV rooms and Telecommunication equipment,2. Receptacles in offices where computers are connected,3. All Safety and Security Systems,4. The LV Switchgear.

• The UPS shall be provided with an external maintenance bypass cabinet.

• One 415/240V, 50 Hz, 3-Phase, 4-wire indoor stand by diesel Generator will provide back-up power for standbyand emergency systems through the Emergency LV Switchboard.

• The generator shall feed the entire facility with emergency power.


MEP CONCEPT REPORT

26.2.9. LIGHTING

7. Outdoor Areas 7.1. Loading Areas 100

6.3. Cloakrooms, washrooms, bathrooms, toilets

200

6.4. Sick bay 500

6.5. Rooms for medical attention 500

5. Power Stations and Control Rooms

5.1. Side rooms, e.g. pump rooms, condenser rooms etc., switchboards (inside buildings)

200

5.2. Plant rooms, switch gear rooms

200

6. Rest, sanitation and first aid rooms

6.1. Canteens, pantries 200

6.2. Rest rooms 100

150

4. Store Rooms - Cold Stores

4.1. Cold stores and stockrooms 150

4.2. Dispatch packing handling areas

300

4.3. High rack stores – manned gangways

150

300

2. Places of public assembly – general areas

2.1. Lounges 200

3. Traffic zones

3.1. Circulation areas and corridors

100

3.2. Stairs 2003.3. Loading ramps/bays

1. Offices

1.1. Filing, copying etc. 3001.2. Writing, typing, reading, data processing

500

1.3. Conference, meeting and prayer rooms

500

1.4. Archives 2001.5. Reception desk

o Offices – Parabolic recessed luminaires with fluorescent lamps.o Circulation areas, pantries, rest rooms, etc. – Recessed downlights with compact fluorescent lamps.o Building exterior – Weatherproof floodlights with metal-halide lamps.

Area Type SpaceMin. Recommended Lighting

levels (lux)

• An artificial lighting system will be provided for adequate illumination to all indoor and outdoor areas of the facility,when natural light is insufficient, so that work is carried out safely and efficiently.

• The lighting will be designed as per CIBSE standard.

• For different type of service areas the following types of light sources will be considered while selecting luminaires:

o Electrical and Mechanical rooms – Ingress protected industrial battens with fluorescent lamps.o Charging areas - Ingress protected industrial battens with fluorescent lamps.o High rack storage areas – High bay luminaires with metal-halide lamps.


MEP CONCEPT REPORT

26.2.10. EARTHING AND LIGHTNING PROTECTION SYSTEM

o AC Piping.o Risers of Air conditioning systems.o Exposed metallic parts of the building.

• Clean Earthing system will be provided to take care of the requirements of Telecom / Data equipment.

• HV Rooms (Transformer, MV Switchgear) shall be constructed so that the steel reinforcement of the slab isconnected to the earth bus.

• A separate G/Y insulated equipment earthing conductor shall be provided for all circuits and shall be installed in thesame raceway with the current carrying conductors.• Main equipotential bonding will be provided for all extraneous conductive parts and will be connected to the mainearthing terminal of the installation. The extraneous conductive parts include but may not be limited to the following:

o Main water pipes.o Sprinkler and fire fighting pipes.o AC Ducting.

• The lighting system shall be provided complete with fixtures, ballasts, lamps, and accessories. High power factor • An exit and emergency lighting system shall be provided per code.

• The system shall be designed in compliance with IEC standards 60364, 62305, 61643, NFPA 780 and local • Αn underground grounding (earthing) perimeter loop shall be provided that shall connect all earthing busses,electrical equipment earthing systems, building steel and lightning protection. The complete electrical installation willbe mechanically and electrically continuous throughout and shall be bonded to the main earth.

• The grounding rods shall be driven to a depth such that they penetrate the summer water table by a minimum of 2meters.

• Earthing busses shall be installed in electrical room, and telecommunication room. In the LV and Generator roomsthere shall be installations of earth busses attached directly to the earth grid. All major equipment such asTransformer, Generator, LV Switchboard shall have two different connections to the earth busses for redundancy.

• Light fittings will be specified according to the type of protection against electric shock, the degree of protection • Diversity, i.e. the ratio of the minimum to maximum illuminance in a room, shall be selected based on the CIBSElighting guide.

DIVISION 27. COMMUNICATIONS


27.2. SYSTEM DESCRIPTION27.2.1. GENERAL

27.2.2. TELECOM DISTRIBUTION SYSTEM (TDS)

27.2.3. INFRASTRUCTURE

27.2.4. FACILITY OPERATION DESCRIPTION

27.2.5. WIRELESS LOCAL AREA NETWORK (WLAN)

• Racks will contain all necessary passive (patch cords and panels) and active (switches, routers, modems, etc.)components.

• The system shall be resilient and redundant with automatic fail-over to insure that performance and high-availabilityobjectives are met without manual intervention. Recovery mechanisms must be deployed as part of the networkimplementation and must be tuned to achieve less than 1 second recovery time. All switches shall be inter-connected and configured so that there is not any single point of failure causing disruptions to systems operations.

• A rack mounted WLAN Controller shall be provided to authenticate clients and provide encryption key rotation.WLAN Network Management Software shall be provided on a workstation. The software shall be used for networkconfiguration and intrusion detection on the WLAN.

• Placement and configuration of Access Points (APs) shall be such that limited useable signal travels outside thewalls of the facility. The WLAN shall comply with the latest PHY Layer IEEE standard (e.g. 802.11g, 802.11n).

• For the wireless local area network (WLAN), signal strength of at least –70dBm must be received in order todeclare coverage in a given area. All APs shall be capable of at least three different power settings to be used tooptimize coverage cells.

• The telecommunications infrastructure will mainly consist of one Information Technology (IT) Room containingthe Main Distribution Frame (MDF) rack.

MEP CONCEPT REPORT

• Kahramaa Electricity Planning Regulations for Supply • Kahramaa Regulations for the Installation of Electrical Wiring, Electrical Equipment and Air Conditioning Equipment• Qatar Construction Specifications (QCS)• TIA/EIA-568-B : 2001 - Commercial Building Telecommunications Cabling Standard• TIA/EIA-569-A : 1995 - Commercial Building Standard for Telecommunications Pathways and Spaces • TIA/EIA-606-A : 2002 - Administration Standard for Commercial Telecommunications Infrastructure• J-STD-607-A : 2002 - Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications

The design of Communications Systems will in general aim to develop safe, reliable, maintainable, energy efficient,user-friendly controls, and economical installation for the project.

The TDS will serve as a universal cabling system for all voice, data and video communications needs. This systemwill provide distribution throughout the facility and provide interface to the local service provider. Space will beallocated in the building for this interface.

DIVISION 28. ELECTRONIC SAFETY AND SECURITY


28.2. SYSTEM DESCRIPTION

28.2.1. GENERAL

28.2.2. CLOSED CIRCUIT TELEVISION (CCTV) SYSTEM

o To obtain visual information about past events.

o As a deterrent.

• The system shall consist of:

o Fixed cameras.o Lenses.o Housings (sun shades as required).o Fixing brackets (and associated fixings).o Connectivity cablingo Virtual matrix.o Recording and storage devices.o Viewing facilities.o Graphical User Interface (including all software).

• Lenses determine the size and type of images that shall be displayed on the viewing screens. The lens should bechosen based upon the descriptive qualities necessary to produce the desired identification information. The threetheoretical identity views of the CCTV system are:

o Personal identification.o Action identification.o Scene identification.

o To obtain visual information about current events.

MEP CONCEPT REPORT

• Kahramaa Electricity Planning Regulations for Supply • Kahramaa Regulations for the Installation of Electrical Wiring, Electrical Equipment and Air Conditioning Equipment• Qatar Construction Specifications (QCS)• BS EN 50132-7 : 1996 - Alarm Systems - CCTV Surveillance Systems for Use in Security Applications • International Fire Code - 2003 • NFPA 72 : 2007 - National Fire Alarm Code• BS 5839 : 2002 - Fire Detection & Alarm Systems• IEEE, IEC, BS - Relevant Clauses of Applicable Standards

The design of Electronic Safety and Security Systems shall comply with local codes and standards and proposesuch measures to assure life and property loss prevention.

• An IP based Closed Circuit Television System shall be provided throughout the facility. The purpose of theCCTV system is:

DIVISION 28. ELECTRONIC SAFETY AND SECURITY

MEP CONCEPT REPORT

28.2.3. FIRE ALARM & DETECTION SYSTEM

28.2.4. ACCESS CONTROL SYSTEM

The system as installed shall be modularly expandable to a capacity doubling the size of the installed base systemwithout requiring head end processing software or provided panels to be replaced.

The facility shall be under the control of a single door entry system i.e. an Access Control System (ACS) for all areasof the facility.The basic components for the access control system (door entry system) shall include:

• A workstation running the ACS software suite.• One or more control panels.• Peripheral devices connected to the control panel, (card readers, and sensors).

The design intent is to extend system capabilities to the portal panels as much as possible. This scheme ofplacing intelligent processing power in the edge devices shall permit the system to remain fully functional in theevent of a communication system failure with the host or monitoring station.

The main system of the building's fire detection will generally be of addressable type and will be controlled by a main fire alarm panel.

The fire detection installation serves the purpose of detection of fire, its announcement, the activation of the fireprotection systems and the notification for the commencement of the operation of the fire fighting systems (fire hosesand automatic fire fighting systems)In detail, it includes:

• The system of automatic fire detection • The manual pull stations (fire alarm box)• The visual and audible alarm system

A dedicated Fire Alarm & Detection System will be installed to all the administration, storage and auxiliaryspaces. The installation of the fire detections starts at the main fire alarm panel ends on the devices of theinstallation in the protected spaces.

DIVISION 21. FIRE FIGHTING

21.1. FIRE SUPPRESSION21.1.1. CODES, STANDARDS & REGULATIONS

NFPA and Qatar Local Civil Defense Authority

21.1.2. DESIGN CONDITIONS - REQUIREMENTS

21.1.2.1 OCCUPANCY, HAZARD, COMMODITIES CLASSIFICATION

Also

MEP CONCEPT REPORT

The following systems shall be provided:

Protected AreaHazard

ClassificationCommodities

ClassificationsFire Fighting

SystemSpace

locationDesign

CharacteristicsType

Quick Response, Combination Upright & Pendant, NPT 1/2. K80

AccommodationLow & Light

Hazard (NFPA)-

Sprinklers (*Not required by QCDD

- Highly recommended)

Ceiling & Above Ceiling

139 m2 [email protected] bar - Q =80 lit/min,

66°C

Quick Response, Combination Upright & Pendant, NPT 1/2. K80

OfficesLow & Light

Hazard (NFPA)-

Sprinklers (*Not required by QCDD

- Highly recommended)

Ceiling & Above Ceiling

139 m2 [email protected] bar - Q =80 lit/min,

66°C

CMDA, Standard Response, Upright,NPT

3/4, K160

In-Rack

14 heads [email protected] bar - Q=113.6 lit/min,

66°C

CMDA, Standard Response, Upright,NPT

3/4, K115

Storage Rooms - Air Conditioned &

Chilled

High Piled Storage Area /Dry - Low

Hazard

Group I - IV over 7,60 m (NFPA,

IFC)

In Rack Sprinkler system (Under

evaluation - also depending on

structural details)

Ceiling

186 m2 [email protected] bar - Q =18.3

mm/min=175,3 lit/min, 79°C

ELECTRICAL ROOM

IT ROOMTRANSFORMER

Sprinkler (Under evaluation - also

depending on structural details)

Ceiling

8/230 m², K115, 79°C

Standard Response, Pendant, NPT 1/2. K80

Technical Rooms

HV

Extra Hazard Group 2

-

Clean AgentCylinders Outside Room

Minimum Construction 7.6%

FM200 Clean Agent System

LV

Loading - Unloading Area

Ordinary Hazard Group II (NFPA)

Group I - IV under 7,60 m (NFPA,

IFC)

Sprinklers (Under evaluation - also

depending on structural details)

Ceiling186 m2 [email protected] bar - Q =80 lit/min,

66°C

• Fire Hose Reels in all required Areas yes

• Portable Fire Extinguishers yes

• Battery emergency lights yes

Quick Response, Pendant, NPT 3/4. K115

BATTERY CHARGING

MECHANICAL ROOM

GENERATOR 8/230 m², K115, 141°CPUMP ROOM

• Analogue addressable fire alarm system for all areas yes

• Emergency voice evacuation system. yes

• External Fire Hydrant no

DIVISION 21. FIRE FIGHTING

MEP CONCEPT REPORT

Min. Fire Pump Room Area: sqm

21.1.3. SYSTEM DESCRIPTION

Special requirements

30

1. Fire pumps

Combined fire pump set for wet riser and sprinkler system shall be located in a pump room. Fire pump setshall comprise of one electric main pump, one electric jockey pump and one standby diesel drivenpump. The fire pumps shall be permitted to be non-listed, approved to NFPA 20 Standard water tank.

One zone control valve with supervisory switch and flow switch connected to the fire alarm control panel.

Fusible sprinkler heads shall be provided at intervals as recommended by NFPA. All sprinkler heads shall befast response type.

3. Wet Riser SystemThe Fire Hose Reels shall primarily be for use by the occupants as first aid means of fighting a fire whilstawaiting the arrival of the Local Fire Brigade.Hose reel cabinets shall be provided at different locations of building, covering all areas within the maximumlength of fire hose (30m).

The location of the fire pump set is inside the Pump Room.2. Automatic Sprinkler System

The Warehouse office spaces, storage areas and loading - unloading area shall be protected byautomatic wet pipe sprinkler system as per NFPA – 13 regulations and as per Local Civil Defense Authoritiesrequirements.The Office building shall be protected by automatic wet pipe sprinkler system as per NFPA – 13 regulationsand as per Local Civil Defense Authorities requirements.

A/C & Chilled warehouse rack storage rooms shall be protected with In Rack and Ceiling sprinklers

Firefighting System Tank shall be fed from the Central Domestic Water Distribution Network.

5. Clean Agent Fire Extinguishing System

Clean agent fire suppression system shall be provided for the Technical Rooms (HV and LV electrical rooms).

The fire fighting material shall be galvanized steel to ASTM A53, SCH. 40.

All valves controlling water supply to the fire fighting network shall be provided with tamper switches andsupervised OS & Y valves.

Undergroung piping network shall be provided for the connection of the various buildings with the main firepump room. Shut off - control valves shall be provided at min required distances.

4. Fire Water TankThe water tank should be made of concrete. Underground construction below Pump room.

DIVISION 22. PLUMBING

22.1. WATER SUPPLY22.1.1. CODES, STANDARDS & REGULATIONS


22.1.2.1 Building Water Daily Consumption

lt/day Values are for Hours working shift per Day

a. Cold Water Demand

b. Hot Water Demand

22.1.2.2 Daily Water Demand for Irrigation

22.1.2.3. Water Tanks

2

Water Tanks for:Water Tank for Offices BuildingWater Tank for Accommodation Building & Irrigation

MEP CONCEPT REPORT

IPC, ASHGHAL (PWA) & KAHRAMA

Assumptions 12

ConsumersPersonnel /

Daylt/day

Mean lt/h/person

Working Hours

Offices 30 60 5,00 12

WH-Storage 15 30 2,50 12

Guard House 1 1 60 5,00 24

Accommodation 72 150 12,50 8

Total Personnel 118

ConsumersPersonnel /

Daylt/day

Mean lt/h/person

Hours

Offices 30 30 2,50 12WH-Storage 15 30 2,50 12

Guard House 1 1 30 2,50 24Accommodation 72 80 6,67 8

Type of Green Area Total Area m2 mm/day/m2

Total Personnel 124

Water Tanks

Grass Surface 250 10

Capacity for day(s)


MEP CONCEPT REPORT


1. Potable Cold Water ServicesIncoming water line from water main shall supply water to building.Main water meter shall be provided on the main incoming water line to the plot and on the branch water supplypipe to the building.Water shall be supplied by Industrial City Water Suppliers wide network to the building. PRV shall be installedto maintain 2 bars at the draw of points.Water supply from provider shall provide water to a 2 day Water tank.Water supply pumps with VFD, 1 duty & 1 Standby connected with the tank to provide the water to buildingconsumers (Domestic).

Water pipes lines inside buildings made of Copper pipes.Underground Water pipes lines made of uPVC or HDPE pipes.Each building shall have his own water tank supplied with water from the Main Domestic Water Tank via pumps. The water tank of each building shall cover the 2 day water needs for it's consumers.

Equipment Location Served Areas Type

Accommodation & Irrigation Supply Pump

RoofWC, Ablution, Pantries, Baths,

Irrigation

set of 1+1 vertical, multistage, centrifugal packaged booster

Pumps with speed control.

Offices Bldg Supply Pump Roof WC, Ablution, Pantries at Office Bldgset of 1+1 vertical, multistage, centrifugal packaged booster

Pumps with speed control.

Equipment Location Served Area Type

Electrical Water Heater WC room on wallOffice, Warehouse, Guardhouse,

AccomodationTank Storage type

2. Hot Water ServicesHot water supply to all washrooms shall be by electrical heater per group located near fixtures inside falseceiling or on wall.


MEP CONCEPT REPORT

22.2. SEWER DRAINAGE22.2.1. CODES, STANDARDS & REGULATIONS


22.2.2.1 System Design


22.3. STORM WATER

22.3.1. CODES, STANDARDS & REGULATIONS



IPC, ASHGHAL (PWA) & KAHRAMA

In case of rainfall the storm water shall be collected from the building’s roof via conventional piping network into the external area. Landscape sloping will ensure storm water runoff outside the plot.

Drainage pipes inside the toilets will run under tiles in sunken slab.

ASHGHAL requirements or EN 12056 guideline. International Plumbing Code (IPC).

Storm water pipes will be sized for 50mm/hr. (2 inch/hr.) maximum rainfall rate or 300mm/sec x ha as per EN 12056 guideline.

This shall be double stack gravity drainage system (soil and waste) with common vent pipe designed inaccordance with the recommendations of the IPC. The Sewage Network shall cover all WC/kitchen/ablution areas providing efficient sewage removal.

Drainage system from the building shall be connected to external manhole at Ground floor level. The external manhole is connected with a watertight septic tank. The tank is connected with the public wide drainage network.One tank will be installed to serve the drainage water.

All pipe slopes are 1% with a maximum of 2% where necessary.The vent pipe sizing will be made according to its length and the number of fixture units connected to it as per standard.

DIVISION 23. HVAC & REFRIGERATION

23.1. AIR CONDITIONING AND VENTILATION SYSTEMS

23.1.1. CODES, STANDARDS & REGULATIONS


23.1.2.1. Air Properties

23.1.2.2. Noise Levels

23.1.2.3 Fire Philosophy and Smoke Management

23.1.2.4 Safety Factors

MEPCONCEPT REPORT

Air Conditioning & Ventilation (as per regional , GCC and ASHRAE standards)

DohaExternal : 46 ºC DB/ 30 ºC WB (115 ºFDB, 86 ºF WB and 20 ºF daily range) (Summer)Indoor Design Conditions:

SpaceCooling

NC Other RequirementsDB oC RH (%)*

Office areas 24±1 50±10 35-40 -Showroom 23±1 50±10 35-40 -

Accommodation 23±1 50±10 30-35 HeatingWarehouse A/C storage 18-24 50±10 50-60 -

Warehouse Cold Storage 4 to 6 - 50-60 -

Loading areas A/C Warehouses

22-25 50±10 35-40 -

Transformer & MV Rooms Ventilation Only - -Generator & Fire Pump Ventilation Only - -

LV&HV Electrical Rooms max 30 55±10 - -

No special requirements - Standard Noise Levels

Smoke / Heat detectors shall be positioned in all areas. A fire condition sensed by the detectors will shut off the relevant FAHU, through the fire annunciator panel.Fire dampers shall be positioned in all air ductwork crossing fire walls/slabs. They shall be triggered from a signal by the clean agent and fire alarm panel.

Following safety factors will be adopted in cooling load estimates:Cooling Sensible loads will include a safety factor of 15%Cooling latent loads will include a safety factor of 15%.

Toilets Ventilation Only 35-40 -

*Relative Humidity inside conditioned spaces cannot be guaranteed at all, since it is the direct consequence of dehumidification process occurring in the cooling coil of FCUWinter heating for above mentioned spaces is not considered. Only for Accommodation building.

DIVISION 23. HVAC & REFRIGERATION

MEPCONCEPT REPORT

23.1.2.5 Ventilation, Occupancy and Lighting Rates

8,5 100,3 250,6 -- -- -

24,0


For the Accommodation building:

For the Cold Storage room

For cooling Load initial calculations

Served Area Fresh Air Occupancy Level Lighting W/m2 Equip. Load

W/m2

Offices L/s/person m2/person 16 21,5Corridors / Lift / Lobbies L/s/m2 m2/person 20 -

Storage Dry L/s/m2 15 -

Particular Extract Air ratesToilets L/s/WC or Urinal

Air-conditioning of most areas of the building shall be via VRF (Variable Refrigerant Flow) system.Refrigerant shall be provided from an outdoor unit to be located on the roof.

1. Chiller Plant

MCR / SCR room N/A 15 300,0Loading - Unloading N/A 16 25,0

Air-conditioning of all A/C areas in the warehouse building shall be via chilled water system.Chilled water shall be provided from a chiller plant to be located inside the warehouse mechanical room. Chiller plant should be consist from a screw compressor packaged unit connected with a remote evaporative condenser (outside room).

Chilled water pumps will circulate water through chiller (1duty+1 stand by).

2. Control valvesControl valves for all AHU’s and FCUs shall be 2 way modulating type

3. Air-conditioning system

4. Ventilation

Offices Central fresh air handling units (FAHU) shall be located at roof to provide fresh air to all offices.

Fresh air shall be ducted to rooms via insulated fresh air duct risers.

A Variable refrigerant flow system as a type of refrigerant system which utilizes a centralized condensing unit and multiple fan coils to provide heating and cooling to building spaces, should be installed. The zone fan coils typically have many configurations available ranging from wall or ceiling mounted cassettes to recessed ceiling mounted cassettes to fully concealed ducted units.The condensing unit should be located outdoors, such as with air source VRF systems.A two-pipe system should be used.

5. Refrigeration system

A compressor rack system connected with a remote condenser shall be installed to provide the nessacary cooling capacity to the Cold store room. The compressor rack system shall be installed in the MEP building.

Each FAHU shall comprise of:1. Supply / extract fans, thermal air to air heat recovery exchanger section to pre-cool the fresh air using the cold extract air from the building, (for energy savings), cooling coil, reheat electric coil, intake sand trap louver, flat and bag filters.2. Extract air shall be centrally or separate ducted from each toilet / bathroom and service rooms via extract duct risers. The air should be directly extracted to the environment.

6ii.MECHANICAL EQUIPMENT FLOW CHART6ii.MECHANICAL SERVICES


FIRE SUPPRESSION01

OFFICES

WATER SUPPLY02

WASTE WATER03

STORM DRAIN04

HVAC05

SPRINKLER SYSTEM

DRAINAGE NETWORK

ROOF DRAINAGE

VRV - COOLING

WATER TANK WITH PUMPS AND SOLAR HEATERS

FIRE SUPPRESSION01

WAREHOUSES

04 STORM DRAIN

SPRINKLER SYSTEM

ROOF DRAINAGE

WATER SUPPLY02

WASTE WATER03 DRAINAGE NETWORK

FIRE SUPPRESSION01

LABOUR ACCOMMODATIONS

WATER SUPPLY02

WASTE WATER03

STORM DRAIN04

SPRINKLER SYSTEM

DRAINAGE NETWORK

ROOF DRAINAGE

VRV - COOLING


HVAC05

FIRE PUMP AND TANK

MAIN WATER TANK & PUMPS

FIRE SUPPRESSION01

MEP BUILDING

WATER SUPPLY02

HVAC03

SPRINKLER SYSTEM

SPLIT UNITS

GUARD HOUSE

WATER SUPPLY01

WASTE WATER02 DRAINAGE NETWORK

SPLIT REF. UNITS- COOLING


HVAC03

LANDSCAPING

IRRIGATION01

02STORM DRAIN NETWORK

WATER TANK WITH PUMPS

STORM DRAIN

INDUSTRIAL CITY INFRASTRUCTURES

PUBLIC WASTE WATER DRAINAGE NETWORK

PUBLIC WATER SUPPLY NETWORK

PUBLIC STORM DRAIN NETWORK

7.COST ESTIMATION7.1.Warehouses Data

7.2.Cost Factors per Facilities & Type of BuildingsSurface per Suare Meter / Facilities & Type of Buildings


Warehouse Building Coverage 2.141 m2Warehouse Mezzanines

Ground floor's Admin. Spaces 0 m2

Ground floor's Accom. Spaces 317 m21st floor's Accom. Spaces 317 m2

2nd floor's Accom. Spaces 317 m2

Mezzannine's Administrative Spaces 541 m2Floor's Administrative Spaces 0 m2Total Administrative Spaces 541 m2

Total Showroom Spaces 263 m2

Total MEP Area and Auxiliary Building

130 m2

Buildings Coverage 2.734 m2

Total Accommodation Spaces 951 m2

Ground floor's Showroom Spaces 146 m2Mezzannine's Showroom Spaces 117 m2

QR /SQM

Administrative Spaces Mezzanine within the Warehouse

541 1.563

Total Accommodation Spaces 951

Built-Up Area 4.026 m2

AC Warehouse

Warehouses Surfaces Factors

3.500Total MEP Area 130 3.540

Total Showroom Spaces 263 3.850

Warehouse Surface

m2

2.141 2.700

Landscape Area 2.552 360

7.COST ESTIMATION


Estimation Cost in QR / Facilities & Type of Buildings

47%

7% Total 27% Total Cost Admin8% Total Cos4% Total Cost Sh7% Tota

Total Cost

QR/SQ.M

Total Cost Warehouse 5.780.700 QR

Total Cost Administrative Spaces 845.763 QR

Total Cost Accom. Spaces 3.328.500 QR

Industrial Building Type F1

Total Cost 12.346.433 QR

QR/SQ.M (Shell Building) 3.067 QR

Total Cost Showroom Spaces 1.012.550 QR

Total Cost MEP Area 460.200 QR

Total Cost Landscape Area 918.720 QR

8. FINAL DRAFT8.1. MASTERPLAN8.1.1. SCENARIO 01


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