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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