operation and maintenance manual for structural steel - evs - revision 02

7/25/2019 Operation and Maintenance Manual for Structural Steel - EVS - Revision 02

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STRUCTURAL STEEL

01 01

29537 DUBAI, UAE .04- 2673738 04-2673663


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Shams Abu Dhabi Project

Sky Tower, Sun Tower & Podium

STRUCTURAL STEELOPERATION AND MAINTENANCE

MANUAL

MAIN CONTRACTOR

ARABIAN CONSTRUCTION CO.

STRUCTURAL STEEL CONTRACTOR

EVERSENDAI ENGINEERING L.L.C

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MASTER INDEX

SN Description

SECTION 1 HOW TO USE THE MANUAL

1.1. Layout of O&M Manual

1.2. Scope of Manual

1.3. Guide to Contents

SECTION 2 GENERAL OVERVIEW

2.1. Introduction

2.2 Brief Description of Fabrication &

Installation.

SECTION 3 DESCRIPTION

3.1 Product

3.2 Location and Purpose3.3 Design Data

3.4 Reason for Selection

SECTION 4 MATERIAL SCHEDULE

4.1 Material Schedule

4.2 Manufacturers and Suppliers


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SN Description

SECTION 5 PARTS IDENTIFICATION AND

RECOMMENDED SPARES

5.1 Spare Parts List

5.2 Manufacturing and Shipping Time

Required for Imported Spare Parts

SECTION 6 OPERATION

6.1 Operation Procedure

SECTION 7 MAINTENANCE

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

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


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SECTION - 1

HOW TO USE THEMANUAL

INDEX

1.1 Layout of O&M Manual

1.2 Scope of Manual

1.3 Guide to Contents


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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, manufactures literature, drawings, system details

and other informations 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 usageof 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.


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SECTION - 2

GENERAL OVERVIEW

INDEX

2.1. Introduction

2.2 Brief Description of Fabrication & Installation.


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2.1. IntroductionThis 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 dont

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.


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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 structuralsteel 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)


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SECTION 3

DESCRIPTION

INDEX

3.1 Product3.2 Location and Purpose

3.3 Design Data



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3.1 Product

Please refer the attached manufacturers catalogue


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3.2 Location and Purpose

LOCATIONPAINT:

Level: Ground floor to Level 73

FIRE PROOFING:

Level: Ground floor to Level 73

PURPOSE

PAINT:

Corrosion protection & Finishing of Structural Steel

FIRE PROOFING:

Fire Protection (2 Hours Fire rating for Structural Steel)


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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%

Deformation68.9 KPa (1,440 psf) ASTM E-761

Air Erosion 0.000 g/m2 (0.000 g/ft2) 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 ordelamination ASTM E-760

DeflectionNo cracking, spalling or

delaminationASTM E-759

Resistance to Mold Growth No growth after 60 days ASTM G 21

Surface Burning

Characteristics

Flame Spread 0

Smoke Developed 0

ASTM E-84

CombustibilityLess than 5 MJ/m2 total, 20 kw/m2

peak heat releaseASTM E-1354

Impact Penetration 3.3 cm3Developed by City of San

Francisco

Abrasion Resistance 8.3 cm3Developed by City of San

Francisco


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SECTION 4

MATERIAL SCHEDULE

INDEX




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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


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FIRE PROOFING ( Level GF to 73 )

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 20x300x340Exposed

Locations21

6 Canopy ( L1, L2, L6, & L8 ) EA 100x100x8Exposed

Locations29

7 Canopy ( L1, L2, L6, & L8 ) PFC 300x100x45.5Exposed

Locations 25


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S.No. Member Type Size Coating Sides DFT (mm)

8 Canopy ( L1, L2, L6, & L8 ) RHS 450x250x16Exposed

Locations15

9 Canopy ( L1, L2, L6, & L8 ) SHS 250x250x9Exposed

Locations18

10 Canopy ( L1, L2, L6, & L8 ) UC 305x305x158Exposed

Locations18

11 Retrofit ( Level - 05 ) UB 203x133x25 3 34

12 Retrofit ( Level - 05 ) UC 356x368x129 3 21

13 Retrofit ( Level - 05 ) UC 356x368x153 3 18

14 Retrofit ( Level - 05 ) F 400x30 B 390x12 3 18

Note

1All 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/Aor m-1 and the period of fire rating hours.


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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


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SECTION 5

PARTS IDENTIFICATION ANDRECOMMENDED SPARES

INDEX

5.1 Spare Parts List5.2 Manufacturing and Shipping Time Required for Imported Spare

Parts


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5.1 Spare Parts List

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5.2 Manufacturing and Shipping Time Required for

Imported Spare Parts

NOT APPLICABLE


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SECTION 6

OPERATION

INDEX



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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.


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SECTION 7

MAINTENANCE

INDEX


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



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7.2 Maintenance for Painting if any damages

Epoxy polymide (Primer), Cycoaliphatic Amine Epoxy (Intermediate coat) & Acrylic

aliphatic polyurethane ( Final Coat ).

- Use/Location : Internally exposed & Concealed

steelwork

- Paint Manufacturer : Stonecor Middle east L.L.C

- Shop Preparation : Blast clean to Preparation Grade Sa2

(BS 7079 Part A1 SA 2.5).

- Shop Primer : Carboguard E 19- Dry Film Thickness : 75 m minimum

- Colour : Grey

- Environmental : VOC: 413 g/l

- Shop Intermediate : Carboguard 893 MIO

- Dry Film Thickness : 125 m minimum

- Colour : Grey


- Shop Top Coat : Carbothane 834 (Skypod Columns only

)

- Dry Film Thickness : 50 m minimum- Colour : Grey


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.


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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.

ApplyPrimer : 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 micronsTop 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 )


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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.


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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

manufacturers material Safety data sheet. Dust masks shall be used while mixing and

application.


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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.


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SECTION 8

DISPOSAL INSTRUCTION

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SECTION 9

NAME AND ADDRESS OF

MANUFACTURER


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NAME AND ADDRESS OF MANUFACTURER

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


P.O.Box: 3034, Dubai, U.A.E

Tel: 04-3470460, Fax: 04-3470242

Email: [email protected]


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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] : 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 6440691Telephone : 04-2211966

Fax : 04-2238600

E-mail : Yogesh:[email protected]

Address : P.O. Box 7137

Location : Dammam

Country : Kingdom of Saudi Arabia


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SECTION 10

EMERGENCY INFORMATION


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STRUCTURAL STEEL WORKS

NORMAL WORKING HOURSSATURDAY TO THURSDAY :

06.30 am to 06.30 pm

CONTACT PERSONMr.N.S.Rao

Regional Director

COMPANY ADDRESS


# 33, Al Qusais Industrial Area # 1, Road # 204

19 th. Street, Post Box : 29537,Dubai, U.A.ETele : 04-2673738, Fax : 04-2673663

Email id [email protected]

Website www.eversendai.com


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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

PRODUCT

SUPPLIER DETAILS

ARABIAN VERMICULITE INDUSTRIES

P.O.Box : 7137, Dammam 31462, Saudi Arabia

Tel: 00966-3-8471450, Fax: 00966-8471575


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PAINTING WORKS

PRODUCT

SUPPLIER DETAILS


P.O.Box : 3034, Dubai, U.A.E

Tel: 04-3470460, Fax: 04-3470242

Email : [email protected]


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SECTION 11

MANUFACTURERS LITERATURE

INDEX


11.2 As Built Drawings


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11.2 As Built

Drawings


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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






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


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21 T1C-C-AR-S-C10-0017 ST-1 LEVEL 2 CANOPY ROOF SUPPORT SECTIOS & CONNECTION DETAILS


23 T1C-C-AR-S-C10-0023 ST-1 LEVEL-2 CONNECTION DETAILS-1








31 T1C-C-AR-S-C10-02-E9001 LEVEL 2 EMBEDMENT DETAILS-1


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


36 TIC-C-AR-S-C10-02-GA006-01 LEVEL -2 DECKING LAY OUT






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49 T1C-C-AR-S-C10-03-GA002 LEVEL 3 EMBEDMENT LAYOUT.













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64 T1C-C-AR-S-C10-04-GA002 LEVEL-4 EMBEDMENT LAYOUT














78 T1C-C-AR-S-C10-05-RF-GA001 Marking Plan of Retrofit Beam @ Under HCS




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87 T1C-C-AR-S-C10-0388 ST-01 LEVEL-6 CANOPY GA PLAN



90 T1C-C-AR-S-C10-06-E9001 LEVEL-6 EMBEDMENT DETAILS-1


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









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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









113 T1C-C-AR-S-C10-0391 ST-01 LEVEL-8 CANOPY GENERAL ARRANGEMENT PLAN









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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
















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205 T1C-C-AR-S-C10-0100 ST-01 LEVEL-20 GA PLAN


207 T1C-C-AR-S-C10-0102 ST-01 LEVEL-20 & 21 SECTIONAL DETAILS-1











218 T1C-C-AR-S-C10-0113 ST-01 LEVEL-20 & 21 TYPICAL SKYPOD DETAILS




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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







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253 TIC-C-AR-S-C10-10-D8001-01 LEVEL- 24 to 30 DECKING SECTION AND DETAILS









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321 TIC-C-AR-S-C10-12-D8001-01 LEVEL- 32 to 39 DECKING SECTION AND DETAILS





















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370 T1C-C-AR-S-C10-0330 ST-01 LEVEL-39 G A PLAN








378 T1C-C-AR-S-C10-39-E9001 LEVEL-39 EMBEDMENT DETAIL-01




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393 T1C-C-AR-S-C10-0351 ST-01 LEVEL-40 & 41 TYPICAL SKYPOD DETAILS




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



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407 T1C-C-AR-S-C10-0425 ST-01 LEVEL 42-49 DECKING LAYOUT


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


412 T1C-C-AR-S-C10-0424 ST-01 LEVEL- 50-72 DECKING LAYOUT










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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


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



428 T1C-C-AR-S-C10-0402 ST-01 LEVEL 69 & 70 GENERAL ARRANGEMENT PLAN



431 T1C-C-AR-S-C10-0403 ST-01 LEVEL 69 & 70 CONNECTION DETAILS 1



434 T1C-C-AR-S-C10-0409 ST-01 LEVEL-70A (ATTIC FLOOR) GENERAL ARRANGEMENT PLAN



437 T1C-C-AR-S-C10-0404 ST-01 LEVEL-71 GENERAL ARRANGEMENT PLAN





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444 T1C-C-AR-S-C10-0423 ST-01 LEVEL -73 & 74 SECTIONAL DETAILS-1


operation and maintenance manual for structural steel - evs - revision 02

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