PLAN. DESIGN. SUSTAIN

STRUCTURAL DESIGN

PLAN. DESIGN. SUSTAIN.

Seero is a professional multi- disciplinary firm that provides design, engineering, consultancy, and construction management services

Our Services

Seero performs full design and analysis based on the most

recognized local and international codes, for steel, concrete,

aluminum elements, cladding, pure glass and tensile fabric

using the approved latest Engineering Software’s.

Our experts have also worked on various structural projects

related to masonry, GRC, glass-fiber structures, Reinforced

Plastics (GRP), and wooden structures depend on the

recognized and related codes. In addition to, we have worked

on the design of piles, retaining walls, raft, combined, strap, and

strip foundations for many projects.

Seero’s team carry out peer reviews by doing a completely independent analysis, by verifying the results of 3D

structural finite element model and calculations.

Seero provides its design certificated as a third party based on latest standards and regulations applicable to specific

code. Our evaluation of the structural design generally focuses on stability, strength and safety.

Seero offers different services in the early stages of the project,

regarding the Conceptual Design, Feasibility Studies, Design

and Alternatives,

• Conceptual Design

• Specifications

• Technical Feasibility Studies

• Design Techniques

• Bill of Quantities and Cost Estimation

• Value Engineering and Design Alternative

In this area, our highly skilled engineers bring a wealth of

knowledge and years of practical experience to set actions

to technically evaluate the projects in order to determine if its

construction is feasible or not. As part of Value Engineering aim,

Seero is capable to solve problems and eliminate unwanted

costs, while improving function and quality. Seero has specialist

of quantities surveyors that work on many large-scale projects.

In this area, our highly skilled engineers

bring a wealth of knowledge and

years of practical experience to set

actions to technically evaluate the

projects in order to determine if its

construction is feasible or not.

As part of Value Engineering aim,

Seero is capable to solve problems

and eliminate unwanted costs, while

improving function and quality.

Seero has specialist of quantities

surveyor that work on many

Structural Design & Analysis Structural Design Review & Verification

Project Planning

As part of our advanced structural design services, we perform

design and analysis of super tall buildings, for the following

types:

• Steel structures

• RCC structures

• Composite steel and concrete structures.

High-Rise Structure Design & Analysis

Structural Design for Temporary WorksSeero provides structural analysis and design for all

the temporary works needed during the construction

process, such as Equipment Support and Anchorage,

tower crane bracing and foundation, formwork and

shoring system.

Our designers have the required experience to

find the possible solutions for the site construction

challenges to satisfy the client’s preference.

• Cast in situ and Precast Concrete • Aluminum

• GRC and GRP • Tensile Fabric

• Timber • Steel

• Glazing Wall • Masonry

• Foundations, Retaining Walls and Piling

PLAN. DESIGN. SUSTAIN. PLAN. DESIGN. SUSTAIN.2 3

Strengthen and Rehabilitation

Existing Structure Analysis and Structural Condition

Construction Supervision

Failure Analysis

The supervision of a construction project requires

well trained team, in addition to, being aware of

the producer, tests and project management that

required to ensure the cost- effective and matching

the plans of the project.

Beside to the above- mentioned skills, our team

is qualified and skilled with comprehensive quality

control services, to guarantee the safety of work-

ing place, materials used, equipment and quality of

construction.

Existing structures are inspected and evaluated, to provide the possible recommendations for Retrofitting structures.

Seero’s structural team provides the best analysis for the old structures and set the effective and applicable solutions for

ratification, as well as increase the structures’ strength to accommodate any proposed expansion.

Assessment and analysis of structural conditions requires technical

knowledge, experience and good judgment. Our professional team is

qualified in the analysis of the existing steel and concrete buildings by

assessment of the current condition.

We provide condition assessments report of existing assets to calculate

the design life and structural capacity.

Safety is always considered as our top priority during

the structural design and analysis. Seero provides an

entire assessment of the failed/collapsed structures.

All causes of the structure failure and collapse can

be determined and analyzed for proper investigation

and judgment.

Seero team has the expertise and abilities to perform

complex technical analysis for the damaged

buildings and identify the reasons for that failure.

During the investigation process, our team records

and documents carefully any evidence that helps

in the assessment. The results of the analysis are

informed to the project’s stakeholders impartially.

Our Structural Shop Drawing services includes fabrication drawings, coordination drawings and Bar Bending

Schedule. We ensure a high quality delivered drawings the industry standards and requirements of our client to all

kind of buildings made of the steel, concrete, glazed, wooden, etc.

Our specialist draftsmen have high skills and ability to produce the best quality of shop drawings

Shop Drawings, As Built Drawings and Bar Bending


Scope:Structural design for B+G+F+P VVIP villa with a plot limit area 1522.1 m2, in Doha, Qatar.

Private Villa

Description:

Highness Engineering Consultants have assigned Seero Engineering Consulting to prepare the structural design and

Quantities surveying for a unique villa consists of basement, Ground floor, first floor, and penthouse, the villa has a

top roof swimming pool and GYM.

CLIENTHighness Engineering

Consultants

LOCATIONDoha, Qatar

GFA1522.1 sqm

SERVICEStructural Design

Al Wakra Beach Renovation North and South

Description:

Bin Omran Trading and Contracting (BOTC), has assigned Seero Engineering Consulting to carry out a Structural

design for all the main beach facilities on Al Wakra Beach, including Cafeterias, Toiles, Generator Rooms, Guard

Rooms, and Water Tanks Room.

In addition to design the light poles and wooden Sun-Shades’ foundations to resist the expected high wind load.

Scope:Structural Design for all the beach facilities including the

cafeterias, toilets, generator rooms, water tank rooms,

Guard rooms, wooden Sun Shades and septic tanks.

CLIENTBin Omran Trading and Contracting (BOTC)

LOCATIONAl Wakra, Qatar



Scope:Structural design for a Commercial Building (B+G2+F) with a plot limit area 1011 sqm, in Nuaija, Qatar.

Mixed Use & Commercial Building

Description:

Ismail Bin Ali Group (IBA) has appointed Seero Engineering Consulting to carry out the structural design, quantities

surveying, Specifications, and drafting for a commercial building in Nuaija, Qatar.

The building consists of Basement, and ground floor for rental shops, beside 2 typical floors divided into apartments

for rent.

CLIENTIsmail Bin Ali Group (IBA)

LOCATIONNuaija, Qatar

GFA1011 sqm


CLIENTHighness Engineering

Consultants

LOCATIONAl Khor, Qatar

GFA635 sqm


VVIP Al Khor External Majlis

Description:

Highness Engineering Consultants have assigned Seero Engineering Consulting to perform the structural design

and Quantities surveying for a very private client’s majlis in Al Khor, Qatar.

Scope:Structural design for an external VVIP Majlis with a plot limit area 635 sqm, in Al khor, Qatar.


Scope:Performing a full structural design review and verification for designed the steel car park shade and its connections.

Our scope of work also includes proposing solutions or re-design to insure the safety and serviceability of the

structure.

National Museum Qatar-Car Park Shade

Description:

UrbaCon Trading and Contracting- UCC, has assigned M/s Seero Engineering Consulting to carry out full review

of the designed south steel car park shade of the National Museum Qatar, which was designed by both the sub

consultant and the manufacturer.

Hilton the Pearl

Description:

UrbaCon Trading and Contracting (UCC), has assigned

Seero Engineering Consulting to prepare the Shop drawings

and As- Built Drawings for Hilton the Pearl project, with total

required drawings about 1300 Nos. drawings.

Seero also, performed the structural design for the retaining

walls, stairs and at grade slabs for townhouse A and B of the

project.

Scope:Preparing the Shop Drawings and As Build Drawings for Podium, Tower, Townhouse A and B, of Hilton the Pearl

project, in addition to design the retaining walls, at grade slab and stairs for the project.

2.60

3.60

3.60

2.60

3.65

2.50

2.60

2.50

3.602.75

3.25

3.00

3.50

3.62

3.47 3.65 3.62

3.47

3.65

3.34

3.49

3.47

3.62

3.47

3.62

BOUNDARY WALL FOUNDATION



BOUNDARY WALL FOUNDATIONPLANTER BOX FOUNDATION





BOUNDARY WALL FOUNDATION BOUNDARY WALL FOUNDATION



PLANTER BOX FOUNDATION


T.O.C.W = +3.70

T.O.C.W = +3.70 T.O.C.W = +3.70T.O.C.W = +4.70 T.O.C.W = +4.70

T.O.C.W = +4.70

T.O.C.W = +4.70

T.O.C.W = +4.70

T.O.C.W = +4.70

T.O.C.W = +4.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

STIFFENER COLUMN

STIFFENER COLUMN

A

C

B

D

E

A

B

FF

F

G

G

DIVIDER WALL FOUNDATION





STIFFENER COLUMN

STIFFENER COLUMN

STIFFENER COLUMN

H

H

H

3.623.62

3.65

3.60

2.55

2.60

2.60

3.60

3.60

3.65

2.60

3.60








T.O.C.W = +4.70T.O.C.W = +4.70

T.O.C.W = +4.70

T.O.C.W = +3.70

T.O.C.W = +3.70 T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

T.O.C.W = +3.70

A

B

F F

DIVIDER WALL FOUNDATION DIVIDER WALL FOUNDATION


STIFFENER COLUMN

STIFFENER COLUMN

STIFFENER COLUMN

H

H

GENERAL NOTES:

This document is property of KCT. Unilateral modification is prohibited. Partial or total use, the reproductionor conceding to third parties of this document require prior express authorisation by the authors.

HILTON - THE PEARLABRAJ QUARTIER, TOWER AQ-07 AND TOWNHOUSES

THE PEARL- QATAR

KEY PLAN

N

NORTH SIGN

K E O I n t e r n a t i o n a l C o n s u l t a n t sC R i n g R o a d , O p p A l m a n a B l d gP . O . B o x 1 8 1 0 8, D o h a , Q a t a rT 9 7 4 4 6 2 6 4 0 0

WZMH ARCHITECTS

ARCHITECTURALSTRUCTURALMECHANICAL

SUPERVISIONELECTRICAL

W L LTEL:44 363813-4 P.O.B: 5785-QATAR , 44 360764-5 FAX:44 363812

Quilligan ArchitectsArchitecture, Interior & Urban Designers56 Camden Street Lower, Dublin 2T: +353 1 4782800 F: +353 1 4782800 [email protected]

I N T E R N A T I O N A L A R C H I T E C T S

THE PEARL 9 7 4 4 3 5 5 2 1 9F 9 7 4 4 3 6 1 5 4 2TD o h a , Q a t a r

P . O B o x 7 2 5 6U n i t e d D e v e l o p m e n t C o m p a n y

O W N E R :

Project:

Client & Engineer

Original Designer - Concept Architect :

Original Designer - Architects & Engineering Of Record :

Supervision Consultant:

Consultant:

Local Architect

Main Contractor:

Project Management Consultancy PMC:

KCT532 SDS

Seero Engineering Consulting

Office No. 2 & 3,1st floor,Building 128Al Jazeera Al Arabia Street 362Madinat Khalifa (Zone 34)P.O. Box: 201257Doha, QATAR.Tel: (+974) 44866821Fax: (+974) 44866410Email: [email protected]: www.seeroeng.com

Scale 1:100

TOWNHOUSE A BOUNDARY WALL FOUNDATION LAYOUT (PART 1)1

Scale 1:100

TOWNHOUSE A BOUNDARY WALL FOUNDATION LAYOUT (PART 2)2

TOW

NH

OU

SE

A B

OU

ND

AR

Y W

ALL

FO

UN

DA

TIO

N L

AY

OU

T - P

AR

T 1

TOW

NHOUSE A BO

UNDARY WALL FO

UNDATION LAYO

UT - PART 2

1. THIS DRAWING IS TO BE READ WITH RELEVANT ARCHITECTURAL & STRUCTURAL DRAWINGS.

2. ALL DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METER UNLESS NOTED OTHERWISE.

3. BOUNDARY WALL , DIVIDER WALL & FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED SAFE SOIL BEARING CAPACITY OF 150KN/m² ,

ANGLE OF SOIL TO BE 25° & BULK DENSITY OF SOIL IS 18 IF FOUND OTHERWISE,THE FOUNDATION SHALL BE REDESIGNED TO SUIT SITE

CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE TRAIL PITS & OTHER TESTS AT HIS ON COST AND INFORM THE

CONSULTANTS ABOUT THE SITE CONDITIONS FOR TAKING NECESSARY ACTIONS.

4. A MINIMUM CUBE CRUSHING STRENGTH OF 35KN/mm² AND STEEL GRADE 500Mpa(N/mm²) FOR CONCRETE ABOVE & UNDER GROUND IS

REQUIRED.

5. COVER REINFORCEMENT FOR R.C BELOW AND ABOVE GROUND ARE AS MENTIONED:

BELOW GROUND (FOUNDATION) = 75mm

BELOW GROUND (GROUND BEAM) = 50mm

SLAB ON GRADE = 25mm

6. ALL EXPOSED FACES IN CONTACT WITH GROUND/EARTH ARE TO BE PAINTED WITH TWO COATS OF BITUMINOUS PAINT & SHALL BE

PROTECTED WITH A LAYER OF 1000G POLYTHENE SHEET.

7. MINIMUM LAP FOR TENSION & COMPRESSION REINFORCEMENTS CONFORMING TO ACI-318 SHALL BE PROVIDED.

8. MIN. THICKNESS OF SLAB ON GRADE 150mm , UNLESS OTHERWISE SPECIFIED.

9. TESTING OF CEMENT. FINE AGGREGATED, COARSE AGGREGATE, BLOCKS , ELECTRICAL, PLUMBING AND PERCOLATION TEST OF

CONCRETE ETC. SHALL BE CARRIED OUT BY THE CONTRACTOR AT HIS COST AS CARRIED BY THE CONSULTING ENGINEER.

10. CONCRETE SHALL ALWAYS BE READY MIXED AND NO CONCRETE SHALL BE USED WHICH HAS REMAINED UNPLACED FOR MORE THAN THE

SPECIFIED TIME BY THE MANUFACTURER. VIBRATION OF CONCRETE IS ESSENTIAL UNTIL THE APPEARANCE OF AIR BUBBLES ON THE

SURFACE OF CONCRETE CEASES. DURING THE FIRST.

11. ALL WORK SHOULD COMPLY WITH ACI-318 & QCS 2014 OR AS DIRECTED BY CONSULTING ENGINEER.

12. ALL MATTERS CONNECTED TO THIS WORK, THE DECISION OF CONSULTING ENGINEER IS FINAL AND BINDING ON THE CONTRACTOR.

13. THE CONTRACTOR SHALL COORDINATE ALL SERVICES PROVIDE NECESSARY INSERTS, CUTOUTS, SLEEVES , PIPES ETC. PRIOR TO ANY

PERMANENT WORK.

14. THE CONTRACTOR SHALL PROVIDE QUALIFIED STRUCTURAL ENGINEER FOR THE EXECUTION OF THE WORK.

15. FORM WORK FOR ALL CONCRETE SHALL BE WROUGHT FORM WORK AND TO THE APPROVAL OF THE ARCHITECT.

16. ALL PROPRIETARY PRODUCTS SHALL BE APPLIED AS PER MANUFACTURE'S INSTRUCTION.

17. THE CONTRACTOR SHALL DESIGN HIS TEMPORARY WORKS SUCH AS SCAFFOLDING AND SHUTTERING TO BE ADEQUATE STRENGTH AND

STABILITY AND SHALL SUBMIT HIS DESIGN CALCULATIONS WITH DETAILS TO THE ENGINEER.

18. BEFORE COMMENCING THE WORK THE CONTRACTOR SHALL VERIFY THE DRAWINGS AND IF ANY OMISSION OR DISCREPANCIES IS

NOTICED SHALL BRING THE NOTICE OF THE CONSULTANTS.

NOTES:

PART-1

PART-2

LEGENDS:B.O.F = BOTTOM OF FOUNDATION

T.O.F = TOP OF FOUNDATION

S.S.L = STRUCTURAL SLAB LEVEL

T.O.C.W = TOP OF CONCRETE WALL

T.O.B.W = TOP OF BLOCK WALL

= BOUNDARY WALL FOUNDATION

BOUNDARY WALL & FOUNDATION LAYOUTTOWNHOUSE - A (SHEET 1 OF 4)

1:100

DETAIL-1

SEC A-A

DETAIL-3

SEC C-C

DETAIL-2

SEC B-B

CONTRACTOR:

Drwg No.

THIS IS A CAD DRAWING AND MUST NOT BE ALTERED MANUALLY

NMOQ-SOUTH CARPARK,

DRAWING SCALE:

REV.

ARCHITECT:

CLIENT:

ORIG.DWG SIZE: A1

Ateliers Jean Nouvel10 CITÉ D'ANGOULÊME 75011 PARIS

Client's Representative / PM:

Key Plan:

QATAR MUSEUMS AUTHORITY

ASTADPROJECTMANAGEMENT

PROJECT NAME:

DRAWING TITLE:

N

MECCA (107.3°)

REFERENCE DRAWINGS

GENERAL NOTES:

CC02

CONTROL ROOMGH1223

TOILETGH1224

DGH02.02

DGH02.01

CONTROL CABINET

CONTROL CABINET CC06

CC02 CONTROL CABINET

bolards controled by guard house

barrier contolled by CARD READER & INTERCOM

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wsws

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DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

ROAD BLOCKERDETECTOR LOOP

DETECTOR LOOP

ROAD BLOCKER

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

ROAD BLOCKER

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

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CC04 CONTROL CABINET

CONTROL CABINET

CC05

IL = 4.905

IL = 4.670

IL = 4.872

2000

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

DETECTOR LOOP

CC07CONTROLCABINET

SITE BOUNDARY

SITE

BOU

NDAR

Y

SITE BOUNDARY

SITE BOUNDARY

NEW SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

NEW SITE BOUNDARY

NEW SITE BOUNDARY

NEW SITE BOUNDARY

PUBLIC CAR PARK BOUNDARY LIMIT



209.266 m²0.101

9.045 m²-1.201 LIFT 09

9.883 m²-1.200

LIFT 08

71.103 m² 0.102AHU PLANT ROOM 01

6000

E09E10

500 11150 500

6000 6000

11950

5950

1500 1500

L09

L08

S13

25000

REQUIRED WORKINGSPACE-CONSTRUCTIONSITE

INDICATIVE GROUT FORVOID MITIGATION LINE

CREST OF EXCAVATION

KIOSKS AND LANDSCAPING WORKS

CONSULTANT

ARCHITECTS, ENGINEERS, PROJECT MANAGERS & CONSULTANTS

QATAR DESIGN CONSORTIUM

h

W.L.LYear s

1977- 2017

SUB-CONTRACTOR:

Company Name Job Title Date

Company Name Job Title Date

ENDORSED by:

B2012I-ST-SD-3006

1:20

CAR PARK STEEL STRUCTURE

2012-9259-1012012-9259-102

( TYPE-A )

A- ApprovedSD DRAWING APPROVAL STATUS

B- Approved with commentsC- Revised revision and resubmissionD- RejectedReviewed by:

This document is confidential to and the property of QATAR MUSEUMS. Copyright and allintellectual property right ownership is reserved by QATAR MUSEUMS and the document isissued on the condition that it is not copied, reproduced, retained, or disclosed to anyunauthorized person, either wholly or in part without the prior written consent ofQATAR MUSEUMS.

NEW DETAILS

A 01.02-18ISSUED FOR APPROVAL MIMIMI

B 21.04.18ISSUED FOR APPROVAL MIMIMI

MIMIMI

CLIENTUrbaCon Trading and Contracting- UCC

LOCATIONThe Pearl, Qatar

SERVICEShop Drawings.

As Built Drawings

Structural Design

CLIENTUrbaCon Trading and Contracting- UCC


SERVICEDesign Review and

Validation +2.60

EXT. G.F.L

+3.70T.O.C.W

+1.90B.O.F

+5.80T.O.B.W

+3.60

SECTION-E

+3.70T.O.C.W

+1.90B.O.F

+5.25T.O.B.W

+3.55S.S.L

+3.55S.S.L

SECTION-F

+2.40T.O.F

+2.40T.O.F

+3.70T.O.C.W

+1.90B.O.F

+5.80T.O.B.W

+3.55S.S.L

+3.55S.S.L

SECTION-G

+2.40T.O.F

GENERAL NOTES:

This document is property of KCT. Unilateral modification is prohibited. Partial or total use, the reproductionor conceding to third parties of this document require prior express authorisation by the authors.

HILTON - THE PEARLABRAJ QUARTIER, TOWER AQ-07 AND TOWNHOUSES

THE PEARL- QATAR

KEY PLAN

N

NORTH SIGN

K E O I n t e r n a t i o n a l C o n s u l t a n t sC R i n g R o a d , O p p A l m a n a B l d gP . O . B o x 1 8 1 0 8, D o h a , Q a t a rT 9 7 4 4 6 2 6 4 0 0

WZMH ARCHITECTS

ARCHITECTURALSTRUCTURALMECHANICAL

SUPERVISIONELECTRICAL

W L LTEL:44 363813-4 P.O.B: 5785-QATAR , 44 360764-5 FAX:44 363812

Quilligan ArchitectsArchitecture, Interior & Urban Designers56 Camden Street Lower, Dublin 2T: +353 1 4782800 F: +353 1 4782800 [email protected]

I N T E R N A T I O N A L A R C H I T E C T S

THE PEARL 9 7 4 4 3 5 5 2 1 9F 9 7 4 4 3 6 1 5 4 2TD o h a , Q a t a r

P . O B o x 7 2 5 6U n i t e d D e v e l o p m e n t C o m p a n y

O W N E R :

Project:

Client & Engineer

Original Designer - Concept Architect :

Original Designer - Architects & Engineering Of Record :

Supervision Consultant:

Consultant:

Local Architect

Main Contractor:

Project Management Consultancy PMC:

KCT532 SDS


Office No. 2 & 3,1st floor,Building 128Al Jazeera Al Arabia Street 362Madinat Khalifa (Zone 34)P.O. Box: 201257Doha, QATAR.Tel: (+974) 44866821Fax: (+974) 44866410Email: [email protected]: www.seeroeng.com

PART-1

PART-2

BOUNDARY WALL & FOUNDATION SECTIONSTOWNHOUSE - A (SHEET 3 OF 4)

1:20

1. THIS DRAWING IS TO BE READ WITH RELEVANT ARCHITECTURAL & STRUCTURAL DRAWINGS.

2. ALL DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METER UNLESS NOTED OTHERWISE.

3. BOUNDARY WALL , DIVIDER WALL & FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED SAFE SOIL

BEARING CAPACITY OF 150KN/m² , ANGLE OF SOIL TO BE 25° & BULK DENSITY OF SOIL IS 18 IF FOUND

OTHERWISE, THE FOUNDATION SHALL BE REDESIGNED TO SUIT SITE CONDITIONS. IT IS THE RESPONSIBILITY

OF THE CONTRACTOR TO MAKE TRAIL PITS & OTHER TESTS AT HIS ON COST AND INFORM THE CONSULTANTS

ABOUT THE SITE CONDITIONS FOR TAKING NECESSARY ACTIONS.

4. A MINIMUM CUBE CRUSHING STRENGTH OF 35KN/mm² AND STEEL GRADE 500Mpa(N/mm²) FOR CONCRETE

ABOVE & UNDER GROUND IS REQUIRED.

5. COVER REINFORCEMENT FOR R.C BELOW AND ABOVE GROUND ARE AS MENTIONED:

BELOW GROUND (FOUNDATION) = 75mm

BELOW GROUND (GROUND BEAM) = 50mm

SLAB ON GRADE = 25mm

6. ALL EXPOSED FACES IN CONTACT WITH GROUND/EARTH ARE TO BE PAINTED WITH TWO COATS OF

BITUMINOUS PAINT & SHALL BE PROTECTED WITH A LAYER OF 1000G POLYTHENE SHEET.

7. MINIMUM LAP FOR TENSION & COMPRESSION REINFORCEMENTS CONFORMING TO ACI-318 SHALL BE

PROVIDED.

8. MIN. THICKNESS OF SLAB ON GRADE 150mm , UNLESS OTHERWISE SPECIFIED.

9. TESTING OF CEMENT. FINE AGGREGATED, COARSE AGGREGATE, BLOCKS , ELECTRICAL, PLUMBING AND

PERCOLATION TEST OF CONCRETE ETC. SHALL BE CARRIED OUT BY THE CONTRACTOR AT HIS COST AS

CARRIED BY THE CONSULTING ENGINEER.

10. CONCRETE SHALL ALWAYS BE READY MIXED AND NO CONCRETE SHALL BE USED WHICH HAS REMAINED

UNPLACED FOR MORE THAN THE SPECIFIED TIME BY THE MANUFACTURER. VIBRATION OF CONCRETE IS

ESSENTIAL UNTIL THE APPEARANCE OF AIR BUBBLES ON THE SURFACE OF CONCRETE CEASES. DURING THE

FIRST.

11. ALL WORK SHOULD COMPLY WITH ACI-318 & QCS 2014 OR AS DIRECTED BY CONSULTING ENGINEER.

12. ALL MATTERS CONNECTED TO THIS WORK, THE DECISION OF CONSULTING ENGINEER IS FINAL AND BINDING

ON THE CONTRACTOR.

13. THE CONTRACTOR SHALL COORDINATE ALL SERVICES PROVIDE NECESSARY INSERTS, CUTOUTS, SLEEVES ,

PIPES ETC. PRIOR TO ANY PERMANENT WORK.

14. THE CONTRACTOR SHALL PROVIDE QUALIFIED STRUCTURAL ENGINEER FOR THE EXECUTION OF THE WORK.

15. FORM WORK FOR ALL CONCRETE SHALL BE WROUGHT FORM WORK AND TO THE APPROVAL OF THE

ARCHITECT.

16. ALL PROPRIETARY PRODUCTS SHALL BE APPLIED AS PER MANUFACTURE'S INSTRUCTION.

17. THE CONTRACTOR SHALL DESIGN HIS TEMPORARY WORKS SUCH AS SCAFFOLDING AND SHUTTERING TO BE

ADEQUATE STRENGTH AND STABILITY AND SHALL SUBMIT HIS DESIGN CALCULATIONS WITH DETAILS TO THE

ENGINEER.

18. BEFORE COMMENCING THE WORK THE CONTRACTOR SHALL VERIFY THE DRAWINGS AND IF ANY OMISSION

OR DISCREPANCIES IS NOTICED SHALL BRING THE NOTICE OF THE CONSULTANTS.

NOTES:

LEGENDS:B.O.F = BOTTOM OF FOUNDATION

T.O.F = TOP OF FOUNDATION

S.S.L = STRUCTURAL SLAB LEVEL

T.O.C.W = TOP OF CONCRETE WALL

T.O.B.W = TOP OF BLOCK WALL

Scale 1:20

TOWNHOUSE A BOUNDARY WALL & FOUNDATION SECTIONS1


Scope:A full design review and Verification for Majlis (249 sqm) and Service building (280 sqm) near Al- Zubara area, Qatar.

Hamad Farm

Description:

REDCO Construction – Al Mana requested Seero Engineering Consulting to carry out a full design review and

assessment for Majlis (249 sqm) and Service building (280 sqm) near Al-Zubara area, Qatar.

CLIENTREDCO Construction – Al Mana

LOCATIONAl Zubara area, Qatar

GFA530 sqm

SERVICEDesign Review, Assessment and Verification

Hilton The Pearl- Panorama

Description:

MultiShades Co. has assigned Seero Engineering Consulting to perform a full design review and verification for

their design of the steel pergolas to be established at the swimming decks of Hilton the Pearl, the Pearl, Qatar.

15 models of the steel Pergolas have been reviewed and verified be Seero.

Scope:Performing a full structural design review and verification for 15 designed Steel Pergolas to be stablished at the swimming

pools decks.

CLIENTMultiShades


SERVICEDesign Review and

Verification

ROOF PLAN

3

4

2

1

A B C D

3553 853 2325

2313

3065

3222

RHS100X60X5

RHS100X60X5

RHS100X60X5

RHS100X60X5

RHS 20

0X10

0X6

TYP.

RHS 200X100X6TYP.

RH

S 200X

100X6

TYP

.

RHS 200X

100X

6TY

P.

RHS 200X100X6TYP.

RH

S 20

0X10

0X6

TYP.

DET-2

DET-4

DET-4

DET-4

DET-4

2400

500

RHS 200X100X6

TYP.

RHS 200X100X6

TYP.

PIPE

120

X8TY

P.

PIPE

120

X8TY

P.

PIP

E 1

20X

8TY

P.PIPE 120X8

TYP.

3553 853 2325

ELEVATIONS @ GLs (1 & 4)

DET-3DET-3DET-3 DET-3

A B C D

ANCHOR BOLT PLAN

700

700

700

700

700

700

700

700

700

700

RHS100X60X5

RHS100X60X5

RHS120X80X5

RHS120X80X5

RHS120X80X5

RHS120X80X5

RHS120X80X5

3

4

2

1

A B C D

3553 853 2325

2313

3065

3222

100100

200

200

100100

200

200

100100

200

200

100100

200

200

DET-1

NO: SIZE TOP

B1 300X600 2T16 4T16

B2 300X600 2T16 4T20

B3 300X550 2T12 4T16

T10@150 STIRRUPS

T10@150 STIRRUPS

T10@150 STIRRUPS

BOTTOM SIDE BARS STIRRUPS

-

-

-

04 05 06 07 08 09 10 11 12 13 14030201 04 05 06 07 08 09 10 11 12 13 14030201

BEAM B1 (300X500) @ +4.200

BEAM B1 (300X500) @ +4.200

BEAM B1 (300X500) @ +4.200

BEAM B1 (300X500) @ +4.200

BEA

M B

1 (3

00X5

00) @

+4.

200

BEA

M B

1 (3

00X5

00) @

+4.

200

UPPER ROOF BEAM LAYOUT

A

B

C

D

E

F

G

H

I

J

K

L

M

2500

400

1400

400

400

1500

400

400

1600

1500

2800

3400

2800 1000 4625 1000 4625 1000 4500 1000 4750 1000355337503750

BEAM B1 300X600TOB +5.25

BEAM B1 300X600TOB +5.25

BEA

M B

1 30

0X60

0TO

B +5

.25

BEA

M B

1 30

0X60

0TO

B +5

.25

BEA

M B

1 30

0X60

0TO

B +5

.25

BEA

M B

1 30

0X60

0TO

B +5

.25

BEAM B2 300X600TOB +5.25

BEAM B2 300X600TOB +5.25

BEAM B2 300X600TOB +5.25

BEAM B1 300X600TOB +5.25

BEAM B1 300X600TOB +5.25

BEAM B1 300X600TOB +5.25

BEAM B1 300X600TOB +5.25

BEAM B3 300X550TOB +4.05

BEAM B3 300X550TOB +4.05

BEAM B3 300X550TOB +4.05

01

SHEET-1

SHEET-1

02

03

SHEET-1

1200

1400

1200

500

04

SHEET-1

BEA

M B

2 30

0X60

0TO

B +5

.25

1200

12001200

1200

1200

1200

800

420

1200

2200

1200

1200

T12@200 T&BMESH

T12@200 T&BMESH

T12@

200

T&B

MES

H

T12@200 T&BMESH

T12@200 T&BMESH

1000

1980

2000

2000

1000

4500

300

980100

1080

100

350

350

800

3001020

100

300

350

795

12004480

RC SLAB200mm THK

RC SLAB200mm THK

RC SLAB200mm THK

RC SLAB200mm THK

RC S

LAB

200m

m T

HK

TYPICAL

A-A

LIGHT WEIGHT METAL ALUMINUM SECTION

SLAB LIMIT TO BE VERIFIED

PRE CAMBER

PRE CAMBER

PRE CAMBER

550

TOB (+)4.05

BEAM B3300X550

OPENING

COLUMN F2BEYOND

300

600

TOB (+)5.250

TOB (+)4.050 1750

RC SLAB200 mm THK

COLUMN C2

BEAM B1300X600 55

0

BEAM B3300X550

CJ

CJ

600

600

1200

600

1200300

1750

S.S.L (+)5.250

TOB (+)4.050

550

1400

200

200

RC SLAB200 mm THK

BEAM B1 300X600

COLUMN C2BEYOND

BEAM B3 300X550

600 COLUMN C2

BEYOND

600

BEAM B1300X600

500 300 1200

200

S.S.L (+)5.250

RC SLAB200 mm THK

COLUMN F5BEYOND

AS PER ARCHITECTURAL

550LIGHT WEIGHT

METAL ALUMINUMSECTION

NOTE

* BEAMS & SLAB TO BE CAST MONOLITHICALLY* NO OPENINGS ARE ALLOWED IN SLAB OR BEAM* PRE CAMBER OF 20 mm AT MID SPAN IS REQUIRED

DWNREV. DESCRIPTION DATE APPDCHKD








ATR. 2018

SECTION-"1"

SECTION-"2"

SECTION-"3"

UPPER ROOF BEAM LAYOUT & SECTION DETAILS

SECTION-"4"

SECTION-"A-A"TYPICAL

FCU = 35MPaFY = 500MPa

2831 200 1300 200 2483 200 2614 200 1300 200 2506 200 2607 200 1300 200 2607 200 824 200 1300 200 2154 200 1300 200 441 200 2483 200 1300 200 2584 200

200

2353

200

500

2753

150

200

150

700 1020 700 2733 700 1020 694 1020 777 2733 777 1017 700 1017 824 2733 823 1017 700 1016 777 2733 774 1020 700 1017 700 2733 700 1017 700

200 394 1020 700 200 2333 200 700 1017 250200250 1017 777 200 2333 200 777 1017 250200250 1017 823 200 2333 200 824 1017 250200250 1016 777 200 2333 200 777 1016 250200250 1017 700 200 2333 200 700 1017 350 200

200 696 197 620 200 824 200 266 350 1101 350 266 200 824 200 620 197 700 196 620 200 777 200 300 1733 300 200 777 200 620 200 697 200 620 197 700 200 300 1733 300 200 700 200 620 197 700697 200 620 200 700 200 300 1733 300 200 700 197 620 200 697 200 620 200 777 200 300 1733 300 200 777 200 620

697 1020 700 2733 700 1017 700 1016 777 2733 777 1020 697 1016 824 2733 824 1017 700 1016 777 2733 777 1020 697 1020 697 2733 700 1020 697

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537

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MR.HAMAD MAJLIS

SETTING OUT PLAN

MAIN FACADE

INTERNAL ELEVATION

Kitchen StoreROOM

w.c HALLROOM w.c Maid

roomw.c


Scope:Preparing unpriced Bill of Quantity, for 2 significant steel structured warehouses

Shail Metals – Two Separate Warehouses

Description:

CLIENTShail Metals

LOCATIONAl Wakra, Birkat Al

Awamer, Qatar

GFAPlot 1: 5,286 sqmPlot 2: 8,934 sqm

SERVICEQuantities Surveying Construction Supervision

Glazed Wall of The National Museum

Description:

UrbaCon Trading and Contracting- UCC, has assigned

M/s Seero Engineering Consulting to perform a full

structural design of 2.35 m high cantilever Media Glazed

Wall of the National Museum Qatar, Doha.

3 models of complex cantilever walls are fully made of

glass panels with total length between 12-35 m, will be

suspending double faces advertisement.

A strong fixation system of steel and glass was designed

by Seero to resist all the expected loads including the

high temperature and wind loads.

Scope:Carrying out full structural design of the proposed Media Glazed Wall of The National Museum Qatar, Doha.

CLIENTUrbaCon Trading and Contracting (UCC)

LOCATIONDoha, Qatar


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REV DATE ISSUE DESCRIPTION PREPARED REVISED ISSUED DRAWING SCALE

Office No. 5, Building 38 Al Hedab Street 787 Al Garrafa Area (51) P.O. Box: 201257 Doha, QATAR. Tel: (+974) 44866821 Fax: (+974) 44866410 Email: [email protected] Website: www.seeroeng.com


TRANSPORTATION CONSULTANT DESIGNER CLIENT REPRESENTATIVE CLIENT

SCALE

DRAWING TITLE

PROJECT TITLE

REVPROJECT / DRAWING No.DRAWING STATUS(A1)(A3)

00 mm200 400 600 800 1000

SCALE 1:20 @ A1; 1:40 @ A3

0S1104-SEC-03SG-DWG-01-SH02-00FOR APPROVAL1:20 1:40

NATIONAL MUSEUM QATARDOHA QATAR

SECTION AND DETAILS

0 19-02-2019 ISSUED FOR APPROVAL NAVAS.A.S MOHAMMED ALFARRA B.M.KAMAL HOSSAIN

SECTION-BSc: 1/5

FLOOR FINISH

DETAIL-1Sc: 1/5 DETAIL-2

Sc: 1/5

A

FLOOR FINISH

SECTION-A Sc: 1/20

FLOOR FINISH

PLAN (L=12000)Sc: 1/20

ELEVATION (L=12000)Sc: 1/20

FLOOR FINISH

PLAN

2000 TO 2500

1500 TO 2000

1000 TO 1500

UPTO 1000

T8 @ 150 c/c

T8 @ 150 c/c

T8 @ 125 c/c

T8 @ 125 c/c

4-T16

4-T14

3-T14

2-T12

200x350

200x300

200x250

200x200

4-T14

4-T12

3-T14

2-T10

OPENING SIZESTIRRUPSBOTT.R/F(BxD)

LINTEL SIZETOP.R/F

LINTEL REINFORCEMENT

TYPICAL LINTEL DETAILS

STIRRUPS

BOTT.R/F.

D

TOP.R/F.

BLOCK WORK

TYP. DETAIL FOR 400 HORDY SLAB (S1)

B1 200X400 2T16 2T16

B3 200X600

4T16

3T16

B4 200X600

AT MID. SPANTYPE SIZE in mmBOTTOM

SCHEDULE OF BEAMS

AT SUPPORT STIRRUPSTOPTOP BOTTOM

REINFORCEMENT

2T16 2T16

4T16

3T16

T8@150 c/c

T8@150 c/c

REMARKS

2 nosT12@150 c/c BOTH SIDE BAR

B2 200X500 3T16 3T16 T8@150 c/c

T10@150 c/c

2 nosT12@150 c/c BOTH SIDE BAR

2T16 2T16

3T16 3T16

3T16 3T16

B4a 200X600 4T16 4T164T16 4T162 nosT12@150 c/c BOTH SIDE BAR

T10@150 c/c

Long

T12@150c/c

T10@175c/c

Bottom Steel

Short

S1

S2

150mm

160mm T12@150c/c

T10@175c/c

Type

SCHEDULE OF SLABS

ThicknessShort Long

T12@150c/c

T10@175c/c

T12@150c/c

T10@175c/c

Support SteelRemarks

S3 T14@150c/cT14@150c/c T14@150c/cT14@150c/c200mm

TWO LAYER

TWO LAYER

TWO LAYER

XZ

X

Z

1.0150 300 (MIN.) BLOCK RIB BLOCK RIB BLOCK RIB

D

T (TOP SLAB)

BLOCK

• Shail Metals have appointed Seero Engineering to prepare a bill of quantity based on the supplied approved design,

for the owner to distribute it to the contractors in the tender process.

• The supervision service is a site visits based were Seero would visit the site to ensure that works are being carried

out as per the schedule, and that works are following HSE regulations, and ensure that the contractor is following the

approved design in all construction phases start from excavation to the finishing


/seeroeng

Documents

PLAN. DESIGN. SUSTAIN