B

B

B

CC-SP-3013 4MATERIAL LIST FOR ASSEMBLY MK'D

Material LengthNo. Area Weight

No. Required

Mark Profile Paint Sepc.

3049 17.3PL40*190 S355J0 1 422 0.2 CEMENTITIOUS-2h

3065 1.9PL10*149.8 S355J0 3 224 0.1 CEMENTITIOUS-2h

0.3 23.1Total

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

A ISSUED FOR APPROVAL05-10-2013 E. AH. LF. Y

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

PRIMER BREEMO RED OXIDEFABRICATION DRAWING OF ASSEMBLY No.:

Drawing Title:-

SUB-CONTRACTOR:

CONTRACTOR:

SCALE

N.T.S

CC_L3-ZE_SPCC-SP-3013

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-30-540063

TOC = TOP OF CONCRETE

Abbreviations/ Symbols:

NTS = NOT TO SCALE

TOS = TOP TO STEEL

= DENOTES MEMBER ORIENTATION MARK & ASSEMBLY MARK LOCATION.

REV

B

SHEET No.

CC-SP-3013DWG No.

263-GEMIII-CC

NSF DOCUMENT NUMBER

A31082-CN-MC-CT-DWG-540063

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

69

100

69

100

69

100

144 127 127 24

190

422

132

132TYP

A

A

3065

3065

3065

CC-SP-3013 - 3049 - PL40*190 190

150 40

B

88

3065

3049

A - A1:5