Operation and Maintenance Manual for Structural Steel - EVS - Revision 02

STRUCTURAL STEEL

01 29537 04- 26737 2673738 38

DUBAI,, UAE DUBAI 04-2673663 04-26736 63

.

01

Shams Abu Dhabi Project Sky Tower, Sun Tower & Podium STRUCTURAL STEEL OPERATION AND MAINTENANCE MANUAL

MASTER INDEX

SN

Description

SECTION – 1

HOW TO USE THE MANUAL 1.1. .1. Layo Layout ut of O& O&M Man Manua uall 1.2. .2. Scop Scope e of of Ma Manual 1.3. .3. Guid Guide e to Co Con nten tents

SECTION – 2

GENERAL OVERVIEW 2.1. Introduction 2.2 Brief Description of Fabrication & Installation.

SECTION – 3

DESCRIPTION 3.1 Product 3.2 Location and Purpose 3.3 Design Data 3.4 Reason for Selection

SECTION – 4

MATERIAL SCHEDULE 4.1 4.1 Material Schedule 4.2 Manufacturers and Suppliers

MAIN CONTRACTOR

ARABIAN CONSTRUCTION CO. STRUCTURAL STEEL CONTRACTOR

EVERSENDAI ENGINEERING L.L.C Page Page 1 of 86


MASTER INDEX

SN

Description

SECTION – 1

HOW TO USE THE MANUAL 1.1. .1. Layo Layout ut of O& O&M Man Manua uall 1.2. .2. Scop Scope e of of Ma Manual 1.3. .3. Guid Guide e to Co Con nten tents

SECTION – 2

GENERAL OVERVIEW 2.1. Introduction 2.2 Brief Description of Fabrication & Installation.

SECTION – 3

DESCRIPTION 3.1 Product 3.2 Location and Purpose 3.3 Design Data 3.4 Reason for Selection

SECTION – 4

MATERIAL SCHEDULE 4.1 4.1 Material Schedule 4.2 Manufacturers and Suppliers

MAIN CONTRACTOR




SN

Description

SECTION – 5

PARTS IDENTIFICATION AND RECOMMENDED SPARES 5.1 Spa Spare Parts Lis List 5.2 Manu Manufa factu cturi ring ng an and d Shipp Shippin ing g Tim Time Required for Imported Spare Parts

SECTION – 6

OPERATION 6.1 Ope Operati ration on Proced ocedu ure

SECTION – 7

MAINTENANCE 7.1 Routine Maintenance 7.2 Maintenance Maintenance for Painting Painting if any damages damages 7.3 Maintenan Maintenance ce for Fire proofing if any Damages 7.4 Schedule for maintenance and inspection For Fire Fire proofin proofing g 7.5 Warranty for Fire proofing

SECTION – 8

DISPOSAL INSTRUCTION

SECTION – 9

NAME AND ADDRESS OF MANUFACTURER

SECTION – 10

EMERGENCY INFORMATION

SECTION – 11

MANUFACTURERS’ LITERATURE 11.1 Operation & Maintenance Details 11.2 As Built Drawings

MAIN CONTRACTOR




SECTION - 1

HOW TO USE THE MANUAL INDEX 1.1 1.2 1.3

Layo Layou ut of of O& O&M Ma Manual Scope of of Ma Manual Guide to to Co Conten tents

MAIN CONTRACTOR




1. HOW TO USE THE MANUAL This operation and maintenance manual and its objective of providing to the reader with an overall & general view of design intent information required for operation and maintenance of Fire Proofing & Painting supplied & Applied by Eversendai Engineering L.L.C

1.1 Layout of O&M Manual This O&M manual has been organized and created to facilitate the reader to a magnitude of general information, manufacture’s literature, drawings, system details and other information’s on the fire proofing & Painting. No attempt has been made to furnish the basic technical details as it is presumed that only qualified and trained manpower will be employed for the operation and maintenance of the equipment

1.2 Scope of Manual This Maintenance manual was created to provide the reader and/or user on how the fire proofing and painting shall be maintained. To ensure safe and appropriate usage of the fire proofing and painting, please read the manual carefully prior to start using it. Not following the proper instruction may damage the fire proofing and painting.

1.3 Guide to content This manual is intended to provide an overview of the maintenance, operation & description of the supplied material on the building. The master index gives of the various sections & numbering in order to identify readily & locate specific information.

MAIN CONTRACTOR


EVERSENDAI ENGINEERING L.L.C Page 4 of 86


SECTION - 2

GENERAL OVERVIEW INDEX 2.1. Introduction 2.2 Brief Description of Fabrication & Installation.

MAIN CONTRACTOR




2.1.

Introduction

This Operation and Manual covers structural steel works to the Alshams Tower 1 (AST) at Al reem island project, Abu Dhabi, U.A.E.

In order to have good finish, high grade structural steel member are being used to construct the structure. In generally, the structural steel members don’t require the maintenance expect protective coating and any special arrangement if applicable

In this structure, the structural members have been applied with two different paint systems & Fire proofing and it is explained briefly as follows 1.

Main Columns

–

2 Coat system with 200 microns

2.

Skypod Columns

–

3 Coat system with 250 microns

3.

Floor Beams from Level GF to Level 73 – 2 Hours fire rating.

4.

Outrigger Plates & Columns @ Level 20&21 and Level 40&41 – 2 Hours fire rating

The details of the said paint system are explained briefly in the following sections. Other than that the designed steel members have been fabricated and assembled at site by welding and bolting as per design requirement and as per approved drawings.

MAIN CONTRACTOR




2.2

Brief Description of Fabrication & Installation.

FIRE PROOFING 1. Prior to the application of Monokote Type MK-6/HY, an inspection shall

be made to determine that all steel surfaces are acceptable to receive fireproofing. The steel to be fireproofed shall be free of oil, grease, excess rolling mill scale, excess rust, non-compatible primer, lock down agent or any other substance that will impair proper adhesion. When necessary, the cleaning of steel surfaces to receive fireproofing shall be the responsibility of the general contractor. 2. The project architect shall determine if the painted/primed structural steel to receive fireproofing is compatible with Monokote MK-6/HY. 3. Many Fire Resistance Designs allow the use of painted metal floor or roof deck in place of galvanized decking. Painted decking must be UL listed in the specific fire resistance designs and must carry the UL classification marking. 4. Prior to application of Monokote Type MK-6/HY, a bonding agent, approved by the fireproofing manufacturer, shall be applied to all concrete substrates to receive Type MK-6/HY. 5. Fireproofing to the underside of roof deck assemblies shall be done only after roofing application is complete and roof traffic has ceased. 6. No fireproofing shall be applied prior to completion of concrete work on steel decking. Features    

Proven in-place performance Low in-place cost Fast, efficient application UL tested Building Code compliance (ICBO, SBCCI, BOCA, NBCC)

MAIN CONTRACTOR




SECTION – 3

DESCRIPTION

INDEX 3.1 3.2 3.3 3.4

Product Location and Purpose Design Data Reason for Selection

MAIN CONTRACTOR




3.1

Product

Please refer the attached manufacturer’s catalogue

MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




3.2

Location and Purpose LOCATION

PAINT:

Level: Ground floor to Level 73 FI RE PROOFI NG:

Level: Ground floor to Level 73

PURPOSE PAINT:

Corrosion protection & Finishing of Structural Steel FI RE PROOFI NG:

Fire Protection (2 Hours Fire rating for Structural Steel)

MAIN CONTRACTOR




3.3

Design Data

FIRE PROOFING : Monokote Type MK-6/HY Physical Properties

Value*

Test Method

Dry Density, minimum average

240 kg/m3 (15 pcf)

ASTM E 605, UBC STD 7-6

Bond Strength

16.2 KPa (339 psf)

ASTM E-736

Compression, 10% Deformation

68.9 KPa (1,440 psf)

ASTM E-761

Air Erosion

0.000 g/m2 (0.000 g/ft 2)

ASTM E-859

High Velocity Air Erosion

No continued erosion after 4 hours

ASTM E-859, UMC STD 6-1

Corrosion

Does not contribute to corrosion

ASTM E-937

Bond Impact

No cracking, spalling or delamination

ASTM E-760

Deflection

No cracking, spalling or delamination

ASTM E-759

Resistance to Mold Growth

No growth after 60 days

ASTM G 21

Flame Spread

Surface Burning Characteristics

0 ASTM E-84

Smoke Developed

0

Combustibility

Less than 5 MJ/m2 total, 20 kw/m2 peak heat release

ASTM E-1354

Impact Penetration

3.3 cm3

Developed by City of San Francisco

Abrasion Resistance

8.3 cm3

Developed by City of San Francisco

MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




MAIN CONTRACTOR




3.4

Reason for Selection

NOT APPLICABLE

MAIN CONTRACTOR




SECTION – 4

MATERIAL SCHEDULE

INDEX 4.1 4.2

Material Schedule Manufacturers and Suppliers

MAIN CONTRACTOR




4.1 Material Schedule PAINT

For Main Columns (Level: Ground floor to level 41) Primer: Carboguard - E19 & Thinner # 15 (75 Microns)

Intermediate / Final Coat: Carboguard - 893 MIO (Grey) & Thinner # 2 (125 Microns) Total: 200 Microns

For Skypod Columns (Level: 12 to 73) Primer: Carboguard - E19 & Thinner # 15 (75 Microns)

Intermediate Coat: Carboguard - 893 MIO (Grey) & Thinner # 2 (125 Microns)

Final Coat: Carbothane 834 (White) & Thinner # 25 (50 Microns) Total: 250 Microns

MAIN CONTRACTOR




FIRE PROOFI NG ( Level GF t o 7 3 ) MUEHLHAN PROCON EMIRATES L.L.C.

PROJECT LOADING SCHEDULE - REV 2 CLIENT : M/s EVERSENDAI ENGINEERING PROJECT: AL SHAMS TOWER CEMENTITIOUS FIREPROOFING ON STRUCTURAL STEEL FIRE RATING 2 HOURS / BS 476-21 MATERIAL USED - MONOKOTE MK- 6 / HY S.No.

Member Type

Size

Coating Sides

DFT (mm)

1

Angle ( Deck Support ) ( L42 to L72)

EA 70x70x8

3

29

2

Angle ( Deck Support in Skypod Column & Skypod Beam ) ( L42 to L72 )

EA 100X100X10

3

25

3

Skypod Column ( L3 to L72 )

CHS 457x12

ALL

15

4

Skypod Beam ( L3 to L72 )

UB 356x171x51

3

29

5

Embedment ( L42 to L72 )

PL 20x300x340

Exposed Locations

21

6

Canopy ( L1, L2, L6, & L8 )

EA 100x100x8

Exposed Locations

29

7

Canopy ( L1, L2, L6, & L8 )

PFC 300x100x45.5

Exposed Locations

25

MAIN CONTRACTOR




S.No.

Member Type

Size

Coating Sides

DFT (mm)

8

Canopy ( L1, L2, L6, & L8 )

RHS 450x250x16

Exposed Locations

15

9

Canopy ( L1, L2, L6, & L8 )

SHS 250x250x9

Exposed Locations

18

10

Canopy ( L1, L2, L6, & L8 )

UC 305x305x158

Exposed Locations

18

11

Retrofit ( Level - 05 )

UB 203x133x25

3

34

12


UC 356x368x129

3

21

13


UC 356x368x153

3

18

14


F 400x30 B 390x12

3

18

Note 1

All thickness (DFT) is extracted from Warrington fire research test report - Table 1 as per BS 476:Part 21

2

For each steel section sizes, thickness of fireproofing is selected in combination of the section factor HP/A or m-1 and the period of fire rating hours.

MAIN CONTRACTOR




4.2 Manufacturers and Suppliers

EVERSENDAI ENGG L.L.C #33, Al Qusais Industrial Area #1, Road #204, 19th Street, P.O.Box:29537, DUBAI, U.A.E. Tel: 04-2673738, Fax: 04-2673663 www.eversendai.com

STONECOR MIDDLE EAST L.L.C P.O.Box : 3034, Dubai, U.A.E Tel: 04-3470460, Fax: 04-3470242 Email : [email protected]

ARABIAN VERMICULITE INDUSTRIES P.O.Box : 7137, Dammam 31462, Saudi Arabia Tel: 00966-3-8471450, Fax: 00966-8471575

MAIN CONTRACTOR




SECTION – 5

PARTS IDENTIFICATION AND RECOMMENDED SPARES

INDEX 5.1 Spare Parts List 5.2

Manufacturing and Shipping Time Required for Imported Spare Parts

MAIN CONTRACTOR




5.1 Spare Parts List

NOT APPLICABLE

MAIN CONTRACTOR




5.2 Manufacturing and Shipping Time Required for Imported Spare Parts

NOT APPLICABLE

MAIN CONTRACTOR




SECTION – 6

OPERATION

INDEX 6.1 Operation Procedure

MAIN CONTRACTOR




6.1 Operation Procedure Cementitious fireproof coating is inorganic fireproofing formulation single Powder component that is mixed with potable water. Impact resistance for this material is very low, mechanical impact on these surfaces should be avoided. Pressure water should not be forced on cementitious fireproof surfaces.

Above impacts can result in damaging the cementitious coatings which affects the Fire resistance of the steel structure. But in case if any of this damages take place on the fireproofed surfaces, below mentioned repairing procedure shall be followed.

MAIN CONTRACTOR




SECTION – 7

MAINTENANCE

INDEX 7.1 Routine Maintenance 7.2 Maintenance for Painting if any damages. 7.3 Maintenance for Fire proofing if any damages. 7.4 Schedule for maintenance and inspection for fire proofing 7.5 Warranty for Fire proofing

MAIN CONTRACTOR




7.1 Routine Maintenance

NOT APPLICABLE

MAIN CONTRACTOR




7.2 Maintenance for Painting if any damages Epoxy polymide (Primer), Cycoaliphatic Amine Epoxy (Intermediate coat) & Acrylic aliphatic polyurethane ( Final Coat ).

-

Use/Location

:

Internally steelwork

exposed

&

Concealed

-

Paint Manufacturer Shop Preparation

: :

Stonecor Middle east L.L.C Blast clean to Preparation Grade Sa2½ (BS 7079 Part A1 SA 2.5).

-

Shop Primer Dry Film Thickness Colour Environmental

: : : :

Carboguard E 19 75 µm minimum Grey VOC: 413 g/l

-

Shop Intermediate Dry Film Thickness Colour Environmental

: : : :

Carboguard 893 MIO 125 µm minimum Grey VOC: 216 g/l

-

Shop Top Coat

:

-

Dry Film Thickness Colour Environmental

: : :

Carbothane 834 (Skypod Columns only ) 50 µm minimum Grey VOC: 352 g/l

Refer to Carboline Protective Coatings Carbothane 834 Recommended Working Procedures to be read in conjunction with the Carbothane 834 technical data sheet and material safety data sheet (MSDS). Provided information is to be strictly adhered to. If the steel fabricator does not have the capability of applying the complete specified two coat system at works then they are to subcontract the painting programme to a contractor recommended by International Protective Coatings.

MAIN CONTRACTOR




Surface Preparation and Touch Up at Site Surface Preparation Mark damaged area. Presence of oil/grease should be removed using a suitable degreaser. Presence of soluble contaminants should be removed using sweet water. Damage to Primer Area less than 0.1 sq.meter power tool clean to St 3, to bare metal, using 80 disc sander, feather edge to sound coating min. 50 mm. Apply Primer : Carboguard E 19 - Grey – Min. DFT of 75 microns Followed by Int. Coat : Carboguard 893 MIO -Grey – Min. DFT of 125 microns Top Coat : Carbothane 834 - Min. DFT of 50 microns (Skypod Columns only ) Damage to Int Coat Area less than 0.1 sq.meter Hand tool clean to St 2, to primer, using 80 disc emery paper, feather edge to sound coating min. 50 mm. Apply Int. Coat : Carboguard 893 MIO -Grey – Min. DFT of 125 microns Top Coat : Carbothane 834 - Min. DFT of 50 microns (Skypod Columns only ) Damage to Top Coat Area less than 0.1 sq.meter Hand tool clean to St 2, to intermediate coat, using 80 disc emery paper, feather edge to sound coating min. 50 mm. Apply Top Coat : Carbothane 834 - Min. DFT of 50 microns (Skypod Columns only )

MAIN CONTRACTOR




7.3 Maintenance for Fire proofing if any damages Cementitious fireproofing that has been damaged or removed may be repaired by hand rush box or hand trowelling freshly mixed product to the affected areas.

Where damage occurs to fireproof coating, but where the damage does not Penetrate through the primer to the steel surface, then the loose coating should be knocked down around the affected area. Scratch and rough the existing surface to achieve the best possible adhesion.

The removed surface should then be cleaned with potable water or sweep air blast.

If existing coating has become very dry, dampen the surfaces adjacent to the repair area with potable water. Thoroughly soak existing coating with clean potable water to ensure Adhesion with new material to be placed.

Mix the cementitious fireproofing material in accordance with the Mixing Procedure of manufactures application instruction.

Apply cementitious fireproofing material using hand rush box or mason spoon and trowel to finish level with existing surface.

If more than one coat is required ensure that preceding coats are left with a rough finish well scratched to ensure good bonding of subsequent coats. MAIN CONTRACTOR




When patch is dry cover with hesin cloth, polythene sheet and cure as specified.

Where the damage is more severe, resulting in damage to the primer system exposing bare steel (particularly in external and humid internal conditions), then the primer should be touched up with a zinc rich epoxy primer and allowed to dry, prior to the application of cementitious fireproof coating material. It may be necessary to remove a further area of fireproof coating surrounding the exposed steel to facilitate primer touch-up depending on the scale of damage.

If the thickness of the patch is greater than 13 mm (1/2”), multiple coats will be necessary. Application of more thickness may result in cracking and extended drying times.

Materials to be used Monokote MK-6/HY Potable water for mixing

Safety Monokote MK-6/HY Material are Non-hazardous material as per the manufacturer’s material Safety data sheet. Dust masks shall be used while mixing and application.

MAIN CONTRACTOR




7.4 Schedule for maintenance and inspection for Fire proofing

Inspection Schedule 1 First Inspection August 2011 2 Second Inspection August 2013 3 Third Inspection August 2015 4 Fourth Inspection August 2017 5 Fifth Inspection August 2019

Notes

All necessary access, equipments access to the fireproofing locations, removal of obstructions to access to be provided by the client for free charge.

MAIN CONTRACTOR




7.5 Warranty for Fire proofing

MAIN CONTRACTOR




MAIN CONTRACTOR




SECTION – 8

DISPOSAL INSTRUCTION

NOT APPLICABLE

MAIN CONTRACTOR




SECTION – 9


MAIN CONTRACTOR





STRUCTURAL STEEL WORKS EVERSENDAI ENGG L.L.C #33, Al Qusais Industrial Area #1, Road #204, 19th Street, P.O.Box:29537, DUBAI, U.A.E. Tel: 04-2673738, Fax: 04-2673663 www.eversendai.com

PAINTING WORKS STONECOR MIDDLE EAST L.L.C P.O.Box: 3034, Dubai, U.A.E Tel: 04-3470460, Fax: 04-3470242 Email: [email protected]

MAIN CONTRACTOR




FIRE PROOFING WORKS CONTACT LIST - APPLICATOR Applicator Name : Procon Emirates L.L.C. Contact Name : Nagarajan Kothandan Designation : Project Manager Mobile : 050 4454951 Telephone : 02-6218662 Fax : 02-6218829 E-mail : [email protected] Address : P.O. Box 27388 Location : Abu Dhabi Country : UAE

CONTACT LIST – SUPLLIER Supplier Name : Arabian Vermiculite Industries (AVI) Contact Name : Yogesh Harnal Designation : Sales Manager Mobile : 050 6440691 Telephone : 04-2211966 Fax : 04-2238600 E-mail : Yogesh:[email protected] Address : P.O. Box 7137 Location : Dammam Country : Kingdom of Saudi Arabia

MAIN CONTRACTOR




SECTION – 10

EMERGENCY INFORMATION

MAIN CONTRACTOR




STRUCTURAL STEEL WORKS NORMAL WORKING HOURS

SATURDAY TO THURSDAY : 06.30 am to 06.30 pm

CONTACT PERSON

Mr.N.S.Rao Regional Director

COMPANY ADDRESS

EVERSENDAI ENGINEERING L.L.C # 33, Al Qusais Industrial Area # 1, Road # 204 19 th. Street, Post Box : 29537,Dubai, U.A.E Tele : 04-2673738, Fax : 04-2673663

Email id

[email protected]

Website

www.eversendai.com

MAIN CONTRACTOR




FIRE PROOFING WORKS APPLICATOR CONTACT PERSON & COMPANY ADDRESS

Mr. Gautam Arya General Manager PROCON EMIRATES L.L.C Post Box : 27388,Abudhabi, U.A.E Tele : 02-6218662, Fax : 02-6218829 Email id : [email protected] Website : www.muehlhan.com

ARABIAN VERMICULITE INDUSTRIES

PRODUCT SUPPLIER DETAILS

P.O.Box : 7137, Dammam 31462, Saudi Arabia Tel: 00966-3-8471450, Fax: 00966-8471575

MAIN CONTRACTOR




PAINTING WORKS STONECOR MIDDLE EAST L.L.C P.O.Box : 3034, Dubai, U.A.E

PRODUCT SUPPLIER DETAILS

Tel: 04-3470460, Fax: 04-3470242 Email : [email protected]

MAIN CONTRACTOR




SECTION – 11

MANUFACTURERS’ LITERATURE INDEX 11.1 Operation & Maintenance Details 11.2 As Built Drawings

MAIN CONTRACTOR




11.1 Operation & Maintenance Details

NOT APPLICABLE

MAIN CONTRACTOR




11.2 As Built Drawings

MAIN CONTRACTOR



Shams Abu Dhabi Project Sky Tower, Sun Tower & Podium STRUCTURAL STEEL OPERATION AND MAINTENANCE MANUAL SL. NO.

DRAWING NO.

DRAWING TITLE

1

T1C-C-AR-S-C10-0001 ST-1

GF GA PLAN

2

T1C-C-AR-S-C10-0002 ST-1

LEVEL 1 GA PLAN

3

T1C-C-AR-S-C10-0003 ST-1

LEVEL 1 SECTIONAL DETAILS-1

4

T1C-C-AR-S-C10-0004 ST-1

LEVEL 1 SECTIONAL DETAILS-2

5

T1C-C-AR-S-C10-0005 ST-1

LEVEL 1 EMBEDMENT DETAILS-1

6

T1C-C-AR-S-C10-0006 ST-1

LEVEL 1 CONNECTION DETAILS-1

7

T1C-C-AR-S-C10-0007 ST-1


8

T1C-C-AR-S-C10-0008 ST-1


9

T1C-C-AR-S-C10-0009 ST-1


10

T1C-C-AR-S-C10-0010 ST-1


11

T1C-C-AR-S-C10-0011 ST-1


12

T1C-C-AR-S-C10-0013 ST-1

TOWER-1 COLUMN SPLICE DETAILS

13

T1C-C-AR-S-C10-0014 ST-1

LEVEL-1 CANOPY GA PLAN

14

T1C-C-AR-S-C10-0015 ST-1

LVL-1 CANOPY ROOF SUPPORT SECTIONS & CONNECTION DETAILS

15

T1C-C-AR-S-C10-0357 ST-01

LVL-1 CANOPY ROOF SUPPORT SECTIONS & CONNECTION DETAILS

16

T1C-C-AR-S-C10-P01-0001

LEVEL 1 EMBEDMENT LAYOUT & DETAILS-1

17

T1C-C-AR-S-C10-P01-0002

LEVEL 1 EMBEDMENT LAYOUT & DETAILS-2

18

TIC-C-AR-S-C10-01-D8001-01

LEVEL-1 DECKING SECTIONS & DETAILS

19

TIC-C-AR-S-C10-01-GA006-01

LEVEL -1 DECKING LAYOUT

20

T1C-C-AR-S-C10-0016 ST-1

LEVEL 2 CANOPY GA PLAN

MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

21

T1C-C-AR-S-C10-0017 ST-1

LEVEL 2 CANOPY ROOF SUPPORT SECTIOS & CONNECTION DETAILS

22

T1C-C-AR-S-C10-0018 ST-1

LEVEL 2 GA PLAN

23

T1C-C-AR-S-C10-0023 ST-1

LEVEL-2 CONNECTION DETAILS-1

24

T1C-C-AR-S-C10-0024 ST-1


25

T1C-C-AR-S-C10-0025 ST-1


26

T1C-C-AR-S-C10-0026 ST-1


27

T1C-C-AR-S-C10-0027 ST-1


28

T1C-C-AR-S-C10-0028 ST-1


29

T1C-C-AR-S-C10-0029 ST-1


30

T1C-C-AR-S-C10-0030 ST-1


31

T1C-C-AR-S-C10-02-E9001


32

T1C-C-AR-S-C10-02-E9002


33

T1C-C-AR-S-C10-02-GA002

LEVEL 2 EMBEDMENT LAYOUT.

34

T1C-C-AR-S-C10-0383 ST-01

LEVEL-02 CANOPY ROOF SUPPORT SECTIONS & CONNECTION DETAILS

35

TIC-C-AR-S-C10-02-D8001-01


36

TIC-C-AR-S-C10-02-GA006-01

LEVEL -2 DECKING LAY OUT

37

T1C-C-AR-S-C10-0019 ST-1

LEVEL 3 GA PLAN

38

T1C-C-AR-S-C10-0031 ST-1


39

T1C-C-AR-S-C10-0032 ST-1


40

T1C-C-AR-S-C10-0033 ST-1


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

41

T1C-C-AR-S-C10-0034 ST-1


42

T1C-C-AR-S-C10-0035 ST-1


43

T1C-C-AR-S-C10-0036 ST-1


44

T1C-C-AR-S-C10-0037 ST-1


45

T1C-C-AR-S-C10-0038 ST-1


46

T1C-C-AR-S-C10-0039 ST-1


47

T1C-C-AR-S-C10-03-E9001


48

T1C-C-AR-S-C10-03-E9002


49

T1C-C-AR-S-C10-03-GA002

LEVEL 3 EMBEDMENT LAYOUT.

50

TIC-C-AR-S-C10-03-D8001-01


51

TIC-C-AR-S-C10-03-GA006-01


52

T1C-C-AR-S-C10-0020 ST-1

LEVEL

53

T1C-C-AR-S-C10-0040 ST-1


54

T1C-C-AR-S-C10-0041 ST-1


55

T1C-C-AR-S-C10-0042 ST-1


56

T1C-C-AR-S-C10-0043 ST-1


57

T1C-C-AR-S-C10-0044 ST-1


58

T1C-C-AR-S-C10-0045 ST-1


59

T1C-C-AR-S-C10-0046 ST-1


60

T1C-C-AR-S-C10-0047 ST-1


4 GA PLAN

MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

61

T1C-C-AR-S-C10-0048 ST-1


62

T1C-C-AR-S-C10-04-E9001


63

T1C-C-AR-S-C10-04-E9002


64

T1C-C-AR-S-C10-04-GA002

LEVEL-4 EMBEDMENT LAYOUT

65

TIC-C-AR-S-C10-04-D8001-01


66

TIC-C-AR-S-C10-04-GA006-01


67

T1C-C-AR-S-C10-0021 ST-1

LEVEL 5 GA PLAN

68

T1C-C-AR-S-C10-0049 ST-1


69

T1C-C-AR-S-C10-0050 ST-1


70

T1C-C-AR-S-C10-0051 ST-1


71

T1C-C-AR-S-C10-0052 ST-1


72

T1C-C-AR-S-C10-0053 ST-1


73

T1C-C-AR-S-C10-0054 ST-1


74

T1C-C-AR-S-C10-05-E9001


75

T1C-C-AR-S-C10-05-GA002


76

TIC-C-AR-S-C10-05-D8001-01


77

TIC-C-AR-S-C10-05-GA006-01


78

T1C-C-AR-S-C10-05-RF-GA001

Marking Plan of Retrofit Beam @ Under HCS

79

T1C-C-AR-S-C10-0055 ST-1

LEVEL 6 GA PLAN

80

T1C-C-AR-S-C10-0056 ST-1


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

81

T1C-C-AR-S-C10-0057 ST-1


82

T1C-C-AR-S-C10-0058 ST-1


83

T1C-C-AR-S-C10-0059 ST-1


84

T1C-C-AR-S-C10-0060 ST-1


85

T1C-C-AR-S-C10-0061 ST-1


86

T1C-C-AR-S-C10-0062 ST-1


87

T1C-C-AR-S-C10-0388 ST-01

LEVEL-6 CANOPY GA PLAN

88

T1C-C-AR-S-C10-0389 ST-01


89

T1C-C-AR-S-C10-0390 ST-01


90

T1C-C-AR-S-C10-06-E9001

LEVEL-6 EMBEDMENT DETAILS-1

91

T1C-C-AR-S-C10-06-GA002


92

TIC-C-AR-S-C10-06-D8001-01

LEVEL- 6 DECKING SECTIONS & DETAILS

93

TIC-C-AR-S-C10-06-GA006-01

LEVEL- 6 DECKING LAYOUT

94

T1C-C-AR-S-C10-0064 ST-01

LEVEL 7 GA PLAN

95

T1C-C-AR-S-C10-0065 ST-01


96

T1C-C-AR-S-C10-0066 ST-01


97

T1C-C-AR-S-C10-0067 ST-01


98

T1C-C-AR-S-C10-0068 ST-01


99

T1C-C-AR-S-C10-0069 ST-01


100

T1C-C-AR-S-C10-0070 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

101

TIC-C-AR-S-C10-07-D8001-01


102

TIC-C-AR-S-C10-07-GA006-01


103

T1C-C-AR-S-C10-07-E9001

LEVEL-7 TO 19 EMBEDMENT DETAILS-1

104

T1C-C-AR-S-C10-07-GA002

LEVEL-7 TO 19 EMBEDMENT LAYOUT

105

T1C-C-AR-S-C10-0071 ST-01

LEVEL 8 GA PLAN

106

T1C-C-AR-S-C10-0072 ST-01


107

T1C-C-AR-S-C10-0073 ST-01


108

T1C-C-AR-S-C10-0074 ST-01


109

T1C-C-AR-S-C10-0075 ST-01


110

T1C-C-AR-S-C10-0076 ST-01


111

T1C-C-AR-S-C10-0077 ST-01


112

T1C-C-AR-S-C10-0078 ST-01


113

T1C-C-AR-S-C10-0391 ST-01

LEVEL-8 CANOPY GENERAL ARRANGEMENT PLAN

114

T1C-C-AR-S-C10-0392 ST-01


115

T1C-C-AR-S-C10-0393 ST-01


116

TIC-C-AR-S-C10-08-D8001-01


117

TIC-C-AR-S-C10-08-GA006-01


118

T1C-C-AR-S-C10-0079 ST-01

LEVEL 9 GA PLAN

119

T1C-C-AR-S-C10-0080 ST-01


120

T1C-C-AR-S-C10-0081 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

121

T1C-C-AR-S-C10-0082 ST-01


122

T1C-C-AR-S-C10-0083 ST-01


123

T1C-C-AR-S-C10-0084 ST-01


124

T1C-C-AR-S-C10-0085 ST-01


125

TIC-C-AR-S-C10-08-D8001-01

LEVEL- 9 to 19 DECKING SECTIONS & DETAILS

126

TIC-C-AR-S-C10-08-GA006-01

LEVEL- 9 to 19 DECKING LAYOUT

127

T1C-C-AR-S-C10-0086 ST-01

LEVEL 10 GA PLAN

128

T1C-C-AR-S-C10-0087 ST-01


129

T1C-C-AR-S-C10-0088 ST-01


130

T1C-C-AR-S-C10-0089 ST-01


131

T1C-C-AR-S-C10-0090 ST-01


132

T1C-C-AR-S-C10-0091 ST-01


133

T1C-C-AR-S-C10-0092 ST-01


134

T1C-C-AR-S-C10-0093 ST-01

LEVEL 11 GA PLAN

135

T1C-C-AR-S-C10-0094 ST-01


136

T1C-C-AR-S-C10-0095 ST-01


137

T1C-C-AR-S-C10-0096 ST-01


138

T1C-C-AR-S-C10-0097 ST-01


139

T1C-C-AR-S-C10-0098 ST-01


140

T1C-C-AR-S-C10-0099 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

141

T1C-C-AR-S-C10-0114 ST-01

LEVEL 12 GA PLAN

142

T1C-C-AR-S-C10-0115 ST-01


143

T1C-C-AR-S-C10-0116 ST-01


144

T1C-C-AR-S-C10-0117 ST-01


145

T1C-C-AR-S-C10-0118 ST-01


146

T1C-C-AR-S-C10-0119 ST-01


147

T1C-C-AR-S-C10-0120 ST-01


148

T1C-C-AR-S-C10-0121 ST-01


149

T1C-C-AR-S-C10-0122 ST-01

LEVEL 13 GA PLAN

150

T1C-C-AR-S-C10-0123 ST-01


151

T1C-C-AR-S-C10-0124 ST-01


152

T1C-C-AR-S-C10-0125 ST-01


153

T1C-C-AR-S-C10-0126 ST-01


154

T1C-C-AR-S-C10-0127 ST-01


155

T1C-C-AR-S-C10-0128 ST-01


156

T1C-C-AR-S-C10-0129 ST-01


157

T1C-C-AR-S-C10-0130 ST-01

LEVEL 14 GA PLAN

158

T1C-C-AR-S-C10-0131 ST-01


159

T1C-C-AR-S-C10-0132 ST-01


160

T1C-C-AR-S-C10-0133 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

161

T1C-C-AR-S-C10-0134 ST-01


162

T1C-C-AR-S-C10-0135 ST-01


163

T1C-C-AR-S-C10-0136 ST-01


164

T1C-C-AR-S-C10-0137 ST-01


165

T1C-C-AR-S-C10-0138 ST-01

LEVEL 15 GA PLAN

166

T1C-C-AR-S-C10-0139 ST-01


167

T1C-C-AR-S-C10-0140 ST-01


168

T1C-C-AR-S-C10-0141 ST-01


169

T1C-C-AR-S-C10-0142 ST-01


170

T1C-C-AR-S-C10-0143 ST-01


171

T1C-C-AR-S-C10-0144 ST-01


172

T1C-C-AR-S-C10-0145 ST-01


173

T1C-C-AR-S-C10-0146 ST-01

LEVEL 16 GA PLAN

174

T1C-C-AR-S-C10-0147 ST-01


175

T1C-C-AR-S-C10-0148 ST-01


176

T1C-C-AR-S-C10-0149 ST-01


177

T1C-C-AR-S-C10-0150 ST-01


178

T1C-C-AR-S-C10-0151 ST-01


179

T1C-C-AR-S-C10-0152 ST-01


180

T1C-C-AR-S-C10-0153 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

181

T1C-C-AR-S-C10-0154 ST-01

LEVEL 17 GA PLAN

182

T1C-C-AR-S-C10-0155 ST-01


183

T1C-C-AR-S-C10-0156 ST-01


184

T1C-C-AR-S-C10-0157 ST-01


185

T1C-C-AR-S-C10-0158 ST-01


186

T1C-C-AR-S-C10-0159 ST-01


187

T1C-C-AR-S-C10-0160 ST-01


188

T1C-C-AR-S-C10-0161 ST-01


189

T1C-C-AR-S-C10-0162 ST-01

LEVEL 18 GA PLAN

190

T1C-C-AR-S-C10-0163 ST-01


191

T1C-C-AR-S-C10-0164 ST-01


192

T1C-C-AR-S-C10-0165 ST-01


193

T1C-C-AR-S-C10-0166 ST-01


194

T1C-C-AR-S-C10-0167 ST-01


195

T1C-C-AR-S-C10-0168 ST-01


196

T1C-C-AR-S-C10-0169 ST-01


197

T1C-C-AR-S-C10-0170 ST-01

LEVEL 19 GA PLAN

198

T1C-C-AR-S-C10-0171 ST-01


199

T1C-C-AR-S-C10-0172 ST-01


200

T1C-C-AR-S-C10-0173 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

201

T1C-C-AR-S-C10-0174 ST-01


202

T1C-C-AR-S-C10-0175 ST-01


203

T1C-C-AR-S-C10-0176 ST-01


204

T1C-C-AR-S-C10-0177 ST-01


205

T1C-C-AR-S-C10-0100 ST-01

LEVEL-20 GA PLAN

206

T1C-C-AR-S-C10-0101 ST-01

LEVEL-21 GA PLAN

207

T1C-C-AR-S-C10-0102 ST-01

LEVEL-20 & 21 SECTIONAL DETAILS-1

208

T1C-C-AR-S-C10-0103 ST-01


209

T1C-C-AR-S-C10-0104 ST-01


210

T1C-C-AR-S-C10-0105 ST-01


211

T1C-C-AR-S-C10-0106 ST-01


212

T1C-C-AR-S-C10-0107 ST-01


213

T1C-C-AR-S-C10-0108 ST-01


214

T1C-C-AR-S-C10-0109 ST-01


215

T1C-C-AR-S-C10-0110 ST-01


216

T1C-C-AR-S-C10-0111 ST-01


217

T1C-C-AR-S-C10-0112 ST-01


218

T1C-C-AR-S-C10-0113 ST-01

LEVEL-20 & 21 TYPICAL SKYPOD DETAILS

219

T1C-C-AR-S-C10-0178 ST-01


220

T1C-C-AR-S-C10-0179 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

221

T1C-C-AR-S-C10-0180 ST-01


222

T1C-C-AR-S-C10-0181 ST-01


223

T1C-C-AR-S-C10-0182 ST-01


224

T1C-C-AR-S-C10-0186 ST-01

LEVEL 22 GA PLAN

225

T1C-C-AR-S-C10-0187 ST-01


226

T1C-C-AR-S-C10-0188 ST-01


227

T1C-C-AR-S-C10-0189 ST-01


228

T1C-C-AR-S-C10-0190 ST-01


229

T1C-C-AR-S-C10-0191 ST-01


230

T1C-C-AR-S-C10-0192 ST-01


231

T1C-C-AR-S-C10-0193 ST-01


232

T1C-C-AR-S-C10-11-E9001

LEVEL-22 TO 30 EMBEDMENT detail -01

233

TIC-C-AR-S-C10-09-GA006-01

LEVEL- 22 & 23 DECKING LAYOUT

234

TIC-C-AR-S-C10-09-D8001-01

LEVEL- 22 & 23 DECKING SECTION AND DETAILS

235

T1C-C-AR-S-C10-11-GA002

LEVEL-22 TO 30 EMBEDMENT LAYOUT

236

T1C-C-AR-S-C10-0194 ST-01

LEVEL 23 GA PLAN

237

T1C-C-AR-S-C10-0195 ST-01


238

T1C-C-AR-S-C10-0196 ST-01


239

T1C-C-AR-S-C10-0197 ST-01


240

T1C-C-AR-S-C10-0198 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

241

T1C-C-AR-S-C10-0199 ST-01


242

T1C-C-AR-S-C10-0200 ST-01


243

T1C-C-AR-S-C10-0201 ST-01


244

T1C-C-AR-S-C10-0202 ST-01

LEVEL 24 GA PLAN

245

T1C-C-AR-S-C10-0203 ST-01


246

T1C-C-AR-S-C10-0204 ST-01


247

T1C-C-AR-S-C10-0205 ST-01


248

T1C-C-AR-S-C10-0206 ST-01


249

T1C-C-AR-S-C10-0207 ST-01


250

T1C-C-AR-S-C10-0208 ST-01


251

T1C-C-AR-S-C10-0209 ST-01


252

TIC-C-AR-S-C10-10-GA006-01


253

TIC-C-AR-S-C10-10-D8001-01

LEVEL- 24 to 30 DECKING SECTION AND DETAILS

254

T1C-C-AR-S-C10-0210 ST-01

LEVEL 25 GA PLAN

255

T1C-C-AR-S-C10-0211 ST-01


256

T1C-C-AR-S-C10-0212 ST-01


257

T1C-C-AR-S-C10-0213 ST-01


258

T1C-C-AR-S-C10-0214 ST-01


259

T1C-C-AR-S-C10-0215 ST-01


260

T1C-C-AR-S-C10-0216 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

261

T1C-C-AR-S-C10-0217 ST-01


262

T1C-C-AR-S-C10-0218 ST-01

LEVEL 26 GA PLAN

263

T1C-C-AR-S-C10-0219 ST-01


264

T1C-C-AR-S-C10-0220 ST-01


265

T1C-C-AR-S-C10-0221 ST-01


266

T1C-C-AR-S-C10-0222 ST-01


267

T1C-C-AR-S-C10-0223 ST-01


268

T1C-C-AR-S-C10-0224 ST-01


269

T1C-C-AR-S-C10-0225 ST-01


270

T1C-C-AR-S-C10-0226 ST-01

LEVEL 27 GA PLAN

271

T1C-C-AR-S-C10-0227 ST-01


272

T1C-C-AR-S-C10-0228 ST-01


273

T1C-C-AR-S-C10-0229 ST-01


274

T1C-C-AR-S-C10-0230 ST-01


275

T1C-C-AR-S-C10-0231 ST-01


276

T1C-C-AR-S-C10-0232 ST-01


277

T1C-C-AR-S-C10-0233 ST-01


278

T1C-C-AR-S-C10-0234 ST-01

LEVEL 28 GA PLAN

279

T1C-C-AR-S-C10-0235 ST-01


280

T1C-C-AR-S-C10-0236 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

281

T1C-C-AR-S-C10-0237 ST-01


282

T1C-C-AR-S-C10-0238 ST-01


283

T1C-C-AR-S-C10-0239 ST-01


284

T1C-C-AR-S-C10-0240 ST-01


285

T1C-C-AR-S-C10-0241 ST-01


286

T1C-C-AR-S-C10-0242 ST-01

LEVEL 29 GA PLAN

287

T1C-C-AR-S-C10-0243 ST-01


288

T1C-C-AR-S-C10-0244 ST-01


289

T1C-C-AR-S-C10-0245 ST-01


290

T1C-C-AR-S-C10-0246 ST-01


291

T1C-C-AR-S-C10-0247 ST-01


292

T1C-C-AR-S-C10-0248 ST-01


293

T1C-C-AR-S-C10-0249 ST-01


294

T1C-C-AR-S-C10-0250 ST-01

LEVEL 30 GA PLAN

295

T1C-C-AR-S-C10-0251 ST-01


296

T1C-C-AR-S-C10-0252 ST-01


297

T1C-C-AR-S-C10-0253 ST-01


298

T1C-C-AR-S-C10-0254 ST-01


299

T1C-C-AR-S-C10-0255 ST-01


300

T1C-C-AR-S-C10-0256 ST-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

301

T1C-C-AR-S-C10-0257 ST-01


302

T1C-C-AR-S-C10-0258 ST-01

LEVEL 31 GA PLAN

303

T1C-C-AR-S-C10-0259 ST-01


304

T1C-C-AR-S-C10-0260 ST-01


305

T1C-C-AR-S-C10-0261 ST-01


306

T1C-C-AR-S-C10-0262 ST-01


307

T1C-C-AR-S-C10-0263 ST-01


308

T1C-C-AR-S-C10-0264 ST-01


309

T1C-C-AR-S-C10-0265 ST-01


310

TIC-C-AR-S-C10-11-D8001-01


311

TIC-C-AR-S-C10-11-GA006-01


312

T1C-C-AR-S-C10-0266 ST-01

LEVEL 32 GA PLAN

313

T1C-C-AR-S-C10-0267 ST-01


314

T1C-C-AR-S-C10-0268 ST-01


315

T1C-C-AR-S-C10-0269 ST-01


316

T1C-C-AR-S-C10-0270 ST-01


317

T1C-C-AR-S-C10-0271 ST-01


318

T1C-C-AR-S-C10-0272 ST-01


319

T1C-C-AR-S-C10-0273 ST-01


320

TIC-C-AR-S-C10-12-GA006-01


MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

321

TIC-C-AR-S-C10-12-D8001-01

LEVEL- 32 to 39 DECKING SECTION AND DETAILS

322

T1C-C-AR-S-C10-0274 ST-01

LEVEL 33 GA PLAN

323

T1C-C-AR-S-C10-0275 ST-01


324

T1C-C-AR-S-C10-0276 ST-01


325

T1C-C-AR-S-C10-0277 ST-01


326

T1C-C-AR-S-C10-0278 ST-01


327

T1C-C-AR-S-C10-0279 ST-01


328

T1C-C-AR-S-C10-0280 ST-01


329

T1C-C-AR-S-C10-0281 ST-01


330

T1C-C-AR-S-C10-0282 ST-01

LEVEL 34 GA PLAN

331

T1C-C-AR-S-C10-0283 ST-01


332

T1C-C-AR-S-C10-0284 ST-01


333

T1C-C-AR-S-C10-0285 ST-01


334

T1C-C-AR-S-C10-0286 ST-01


335

T1C-C-AR-S-C10-0287 ST-01


336

T1C-C-AR-S-C10-0288 ST-01


337

T1C-C-AR-S-C10-0289 ST-01


338

T1C-C-AR-S-C10-0290 ST-01

LEVEL 35 GA PLAN

339

T1C-C-AR-S-C10-0291 ST-01


340

T1C-C-AR-S-C10-0292 ST-01


MAIN CONTRACTOR




DRA WING NO.

DRAWING TITL E

341

T1C-C-AR-S-C10-0293 ST-01


342

T1C-C-AR-S-C10-0294 ST-01

LEVEL-35 LEVEL-35 CONNECTION CONNECTION DETAILS-4

343

T1C-C-AR-S-C10-0295 ST-01


344

T1C-C-AR-S-C10-0296 ST-01


345

T1C-C-AR-S-C10-0297 ST-01


346

T1C-C-AR-S-C10-0298 ST-01

LEVEL 36 GA PLAN

347

T1C-C-AR-S-C10-0299 ST-01


348

T1C-C-AR-S-C10-0300 ST-01


349

T1C-C-AR-S-C10-0301 ST-01


350

T1C-C-AR-S-C10-0302 ST-01


351

T1C-C-AR-S-C10-0303 ST-01


352

T1C-C-AR-S-C10-0304 ST-01


353

T1C-C-AR-S-C10-0305 ST-01


354

T1C-C-AR-S-C10-0306 ST-01

LEVEL 37 GA PLAN

355

T1C-C-AR-S-C10-0307 ST-01


356

T1C-C-AR-S-C10-0308 ST-01


357

T1C-C-AR-S-C10-0309 ST-01


358

T1C-C-AR-S-C10-0310 ST-01


359

T1C-C-AR-S-C10-0311 ST-01


360

T1C-C-AR-S-C10-0312 ST-01


MAIN CONTRACTOR


EVERSENDAI ENGINEERING L.L.C Page Page 81 of 86 86


DRA WING NO.

DRAWING TITL E

361

T1C-C-AR-S-C10-0313 ST-01


362

T1C-C-AR-S-C10-0314 ST-01

LEVEL 38 GA PLAN

363

T1C-C-AR-S-C10-0315 ST-01


364

T1C-C-AR-S-C10-0316 ST-01


365

T1C-C-AR-S-C10-0317 ST-01


366

T1C-C-AR-S-C10-0318 ST-01


367

T1C-C-AR-S-C10-0319 ST-01


368

T1C-C-AR-S-C10-0320 ST-01


369

T1C-C-AR-S-C10-0321 ST-01


370

T1C-C-AR-S-C10-0330 ST-01

LEVEL-39 G A PLAN

371

T1C-C-AR-S-C10-0331 ST-01


372

T1C-C-AR-S-C10-0332 ST-01


373

T1C-C-AR-S-C10-0333 ST-01


374

T1C-C-AR-S-C10-0334 ST-01


375

T1C-C-AR-S-C10-0335 ST-01


376

T1C-C-AR-S-C10-0336 ST-01


377

T1C-C-AR-S-C10-0337 ST-01


378

T1C-C-AR-S-C10-39-E9001

LEVEL-39 EMBEDMENT DETAIL-01

379

T1C-C-AR-S-C10-39-GA002


380

T1C-C-AR-S-C10-0338 ST-01

LEVEL-40 GA PLAN

MAIN CONTRACTOR




DRA WING NO.

DRAWING TITL E

381

T1C-C-AR-S-C10-0339 ST-01

LEVEL-41 GA PLAN

382

T1C-C-AR-S-C10-0340 ST-01


383

T1C-C-AR-S-C10-0341 ST-01


384

T1C-C-AR-S-C10-0342 ST-01

LEVEL-40 LEVEL-40 & 41 SECTIONAL SECTIONAL DETAILS-3

385

T1C-C-AR-S-C10-0343 ST-01


386

T1C-C-AR-S-C10-0344 ST-01


387

T1C-C-AR-S-C10-0345 ST-01


388

T1C-C-AR-S-C10-0346 ST-01


389

T1C-C-AR-S-C10-0347 ST-01


390

T1C-C-AR-S-C10-0348 ST-01


391

T1C-C-AR-S-C10-0349 ST-01


392

T1C-C-AR-S-C10-0350 ST-01


393

T1C-C-AR-S-C10-0351 ST-01

LEVEL-40 & 41 TYPICAL SKYPOD DETAILS

394

T1C-C-AR-S-C10-0352 ST-01


395

T1C-C-AR-S-C10-0353 ST-01


396

T1C-C-AR-S-C10-0354 ST-01


397

T1C-C-AR-S-C10-0355 ST-01

LEVEL-40M GA PLAN

398

T1C-C-AR-S-C10-0355 ST-01

LEVEL-40M GA PLAN

399

T1C-C-AR-S-C10-0356 ST-01

LEVEL-40M SECTIONAL DETAILS-1

400

T1C-C-AR-S-C10-0356 ST-01


MAIN CONTRACTOR




DRA WING NO.

DRAWING TITL E

401

T1C-C-AR-S-C10-0359 ST-01


402

T1C-C-AR-S-C10-0359 ST-01


403

T1C-C-AR-S-C10-0360 ST-02


404

T1C-C-AR-S-C10-0361 ST-02


405

T1C-C-AR-S-C10-0362 ST-02


406

T1C-C-AR-S-C10-0370 ST-01

LEVEL-42 GA PLAN

407

T1C-C-AR-S-C10-0425 ST-01

LEVEL 42-49 DECKING LAYOUT

408

T1C-C-AR-S-C10-0371 ST-01

LEVEL-43 GA PLAN

409

T1C-C-AR-S-C10-0372 ST-01

LEVEL-44 TO 49 GA PLAN

410

T1C-C-AR-S-C10-0373 ST-01

LEVEL-44 TO 49 CONNECTION DETAILS-1

411

T1C-C-AR-S-C10-0374 ST-01

LEVEL-50 GA PLAN

412

T1C-C-AR-S-C10-0424 ST-01

LEVEL- 50-72 DECKING DECKING LAYOUT

413

T1C-C-AR-S-C10 T1C-C-AR-S-C10-0375 -0375 ST-01


414

T1C-C-AR-S-C10-0376 ST-01


415

T1C-C-AR-S-C10-0377 ST-01

LEVEL-56 GA PLAN

416

T1C-C-AR-S-C10-0378 ST-01


417

T1C-C-AR-S-C10-0379 ST-01


418

T1C-C-AR-S-C10-0380 ST-01

LEVEL-66 GA PLAN

419

T1C-C-AR-S-C10-0381 ST-01

LEVEL-67 GA PLAN

420

T1C-C-AR-S-C10-0382 ST-01

LEVEL-68 GA PLAN

MAIN CONTRACTOR




DRAWING NO.

DRAWING TITLE

421

T1C-C-AR-S-C10-0406 ST-01

LEVEL-68A (ATTIC FLOOR) GENERAL ARRANGEMENT PLAN

422

T1C-C-AR-S-C10-0407 ST-01

LEVEL-68A (ATTIC FLOOR) GENERAL ARRANGEMENT PARTIAL PLAN-1

423

T1C-C-AR-S-C10-0408 ST-01


424

T1C-C-AR-S-C10-0412 ST-01

LEVEL-68A & 70A (ATTIC FLOOR) SECTION DETAILS-1

425

T1C-C-AR-S-C10-0413 ST-01

LEVEL-68A & 70A (ATTIC FLOOR) CONNECTION DETAIL-1

426

T1C-C-AR-S-C10-0414 ST-01


427

T1C-C-AR-S-C10-0426 ST-01


428

T1C-C-AR-S-C10-0402 ST-01

LEVEL 69 & 70 GENERAL ARRANGEMENT PLAN

429

T1C-C-AR-S-C10-0402 ST-01


430

T1C-C-AR-S-C10-0402 ST-01


431

T1C-C-AR-S-C10-0403 ST-01

LEVEL 69 & 70 CONNECTION DETAILS 1

432

T1C-C-AR-S-C10-0403 ST-01


433

T1C-C-AR-S-C10-0403 ST-01


434

T1C-C-AR-S-C10-0409 ST-01

LEVEL-70A (ATTIC FLOOR) GENERAL ARRANGEMENT PLAN

435

T1C-C-AR-S-C10-0410 ST-01


436

T1C-C-AR-S-C10-0411 ST-01


437

T1C-C-AR-S-C10-0404 ST-01

LEVEL-71 GENERAL ARRANGEMENT PLAN

438

T1C-C-AR-S-C10-0404 ST-01


439

T1C-C-AR-S-C10-0404 ST-01


440

T1C-C-AR-S-C10-0405 ST-01


MAIN CONTRACTOR



Operation and Maintenance Manual for Structural Steel - EVS - Revision 02

Recommend Documents