B

B

B

B

NOTE- FOR WEB PLATES CAMBER DETAIL, REF. DXF FILE

NOTE- REFER DWG. NO: B-SCF2-3002-1 FOR WEB & FLANGE DETAIL DWG.

800

300

3040

SCF2

500

20

1414

1414

tf

bf

wb1

B-SCF2-3002 1MATERIAL LIST FOR ASSEMBLY MK'D

Material LengthNo. Area Weight

No. Required

Mark Profile Paint Sepc.

wb3002 2537.2PLT20*830 S355J0 1 22163 33.2 CEMENTITIOUS-2h3642 22.7PLT37*160 S355J0 1 695 0.3 CEMENTITIOUS-2hbf3002 3477.0PLT40*500 S355J0 1 22589 24.0 CEMENTITIOUS-2htf3002 1564.7PLT30*300 S355J0 1 22412 14.6 CEMENTITIOUS-2h

72.1 7601.6Total

FABRICATION DRAWING OF ASSEMBLY No.:

Drawing Title:-

SUB-CONTRACTOR:

CONTRACTOR:

SCALE

N.T.S

CC_L3-ZE_SCF2B-SCF2-3002

The Grand Egyptian Museum

C O N S T R U C T I O N I N D U S T R I E S

National SteelFabrication

SIZE Contractor DWG NO. REV

PMC DWG NO.

GEMIII-CC-ST-SS-NS-DWG-30-540096

TOC = TOP OF CONCRETE

Abbreviations/ Symbols:

NTS = NOT TO SCALE

TOS = TOP TO STEEL

= DENOTES MEMBER ORIENTATION MARK & ASSEMBLY MARK LOCATION.

REV

C

SHEET No.

B-SCF2-3002DWG No.

263-GEMIII-CC

NSF DOCUMENT NUMBER

A01082-CN-MC-CT-DWG-540096

B

B

a ( Z for leg ) & ( a for throat )

1- ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

6- NO DIMENSIONS SHALL BE SCALED FROM THE DRAWINGS.7- FOR GENERAL NOTES PLEASE REFER TO DRAWING

GEMIII-XX-ST-XX-BO-DWG-XX-400001.

2- WELDING SHALL CONFORM TO ALL REQUIREMENTS OF THE (B.S.) CODE.

3-UNLESS OTHERWISE STIPULATED WELDING CONSUMABLE SHALL PROVIDE

4- ALL ANCHORS OR BOLTS & NUTS IN STRUCTURAL CONNECTIONS SHALL BE HIGH STRENGTH BOLTS H.S.B GRADE 8.8 (U.N.O.)

5-. SIZE OF WELD IS .7 T MIN UNLESS OTHERWISE NOTED.

NOTES:

MECHANICAL PROPERTIES EQUAL TO THE STEEL SPECIFICATION BEING WELDED

8- FOR ANY ITEM WHICH WILL BE PARTIAL PENETRATION OR FULL PENETRATION WELDEDAT SITE, BEVELING MUST BE DONE AT WORK SHOP

9-FOR ANY WELDED PARTS AND TO RESPECT ECP CLAUSE 5.6.3 REQ. PLEASE FOLLOW SKETCH B

SKETCH BSKETCH A

10-ELECTRODES USED FOR WELDING PROCESS SHALL BE ACCORDING TO WPS

11- THE WELDING SIZE FOR ALL FILLET WELDS TO BE CONSIDERED AS LEG LENGTH (U.N.O.)

ENGINEER ACTION:( A ) Proceed( B ) Proceed with comments( C ) Do not proceed,

Revise & Resubmit

( D ) Rejected( E ) Information only

DATE REVISEDNO. DESCRIPTION OF REVISION Prep. Chk. App.

fabrication details but design responsibility remains with the Client's Representative.

This review does not mean that the Consultant approves the detail design inherent in the shop drawings, responsibility for which remains with the contractor,and such review does not relieve the Contractor of the responsibility for errors oromissions in the shop drawings or responsibility and correlated at the jobsite, for information that pertains solely to fabrication processes or to techniques of

to be confirmed and installation and for coordination of the work of all sub-trades.The contractor responsibility is defined in section A 1001.C whereas for

construction for meeting requirements of the Contract Documents, for Dimensions

sole purpose of ascertaining conformance with the general design concept.

prescriptive items: The Contractors may be required to provide some

As per specification section 01300a.1.03.2.: This review by the Consultant is for the

PRIMER BREEMO RED OXIDE

TEL: +20 (0) 2 386 5911 FAX: +20 (0)2 386 5871TECHNICAL COMMITTEE, AL REMAYAH SQUARE, PYRAMIDS, GIZA, EGYPT

The Ministry of state for Antiquities /Supreme Council of Antiquities /

Engineering Committee

The Grand Egyptian Museum

OVE ARUP & PARTNERSBUILDING SERVICES | IT | SECURITY | FIRE ENGINEERING I ACOUSTICS

BURO HAPPOLD

ASSOCIATE ARCHITECT

RAAFAT MILLER CONSULTING

SHAKER CONSULTANCY

DESIGN TEAM MANAGER

DAVIS LANGDON SCHUMANN SMITHQUANTITY SURVEYORS

DAVIS LANGDON

WEST 8

ASSOCIATE LANDSCAPE | URBAN DESIGN

SITES INTERNATIONALSPECIALIST LIGHTING

BARTENBACH LICHT'LABORSPECIALIST SIGNAGE

BRUCE MAU DESIGN

ARCHITECT

heneghan.peng.architectsCIVIL | TRANSPORTATION | STRUCTURAL | FACADE ENGINEERING ASSOCIATE STRUCTURAL | CIVIL

ARAB CONSULTING ENGINEERSASSOCIATE BUILDING SERVICES | IT | SECURITY | FIRE ENGINEERING LANDSCAPE | URBAN DESIGN

REFERENCE DRAWINGS:-

Drawing Description Drawing NumberTradeStruc. L3-ZE - STEELWORK - BAND E COMPOSITE FLOOR GEMIII-CC-ST-SS-NS-DWG-30-510234

G EM

Hill International EHAFCONSULTING ENGINEERS

REFERENCE DOCUMENTS:-

TEN GEMIII-XX-ST-SS-NS-TEN-30-514848

Document No.TypeTradeST-SS

B RE-ISSUED FOR APPROVAL21-02-2014 E. AH. LF. Y

A ISSUED FOR APPROVAL10-10-2013 E. AH. LF. Y

110

110

110

110

110

7338 15249

9595

9595

9595

9595

9595

9595

22516

22509

113

220 109

92

329 21946 312

22587

100 85119

203108

113

F

F

EE

6 - 39 Ø HOLES

3642

DDCC

BBAA

R 6

1672

2R

617

492

R 6

1752

2

121

TOP FLANGE FACEPAINTED WITH PRIMER

bf3002

tf3002B-SCF2-3002 - wb3002 - PLT20*830

7 - 30 Ø X 90Lg SLOTTED HOLES

7 - 30 Ø X 90Lg SLOTTED HOLES

ELEVATION VIEW

339212

85

367

229

92

22587

312

424

329

458

3642bf3002

tf3002

B-SCF2-3002 - wb3002 - PLT20*830

TOP VIEW

100

92

128 18 128

140

2014

0

275

tf3002

wb3002

A - A1:10

100

85

140

2014

0

254

119 17 119

wb3002tf3002

B - B1:10

100

92

240

2024

0

220 18 220

458

wb3002

bf3002

C - C1:10

100

85

240

2024

0

424

203 17 203

wb3002bf3002

D - D1:10

3715

B

HOLES OF TAPER PLATE & WEB PLATE TO BE ALIGN PRIER TO WELDING6 - 39 Ø HOLES

IN TAPER PLATE & WEB PLATE

3642

16

E - E1:10

110

110 11

0110 11

012

1

bf3002 3642

tf3002

wb3002

F - F1:25