260
180
40
40
40
NOTES
420
280
STIFFENER PL 200X160X10mm
2M20 GR. 10.9
HDG. STEEL GRATING
50x5@41mm
620
IPE360
EL +0.45
100
45 55
ALL DIMENSIONS ARE IN MILLIMETRES AND ALL LEVELS ARE
IN METERS UNLESS OTHERWISE SPECIFIED.
2.
READ THIS DRAWING IN CONJUNCTION WITH RELATED MECH. AND ARCH.
DRAWINGS.
3.
MINIMUM CHARACTERISTIC COMPRESSIVE STRENGTH AT 28 DAYS (Fc’)
AS FOLLOWS:
•
RC: C35 (COMPRESSIVE CYLINDER STRENGTH)
•
PC: C11 (COMPRESSIVE CYLINDER STRENGTH)
WITH NORMAL PORTLAND CEMENT CONFORMING TO ASTM C150, UNLESS
OTHERWISE SPECIFIED ON THE DRAWINGS OR SPECIFICATIONS.
4.
CONCRETE COVER FOR REINFORCEMENT SHALL BE:
•
ISOLATED FOOTINGS
= 75mm
•
RAFT & SLABS IN CONTACT WITH SOIL = 50mm
•
BEAMS
= 50mm
•
COLUMNS
= 50mm
•
SLABS
= 25mm
•
WALLS
= 50mm
5.
MINIMUM REINFORCEMENT YIELD STRENGTH 420 MPa.
6.
STEEL MATERIALS SHALL BE AS FOLLOWS:
•
STRUCTURAL STEEL PLATES AND ANGLES ARE CONFORMING TO
ASTM A 36/A 36M HAVING A MINIMUM YIELD STRESS OF 245
N/mm2.
•
HOT ROLLED IPE AND H SECTIONS ARE CONFORMING TO ASTM A
572 GRADE 50 HAVING A MINIMUM YIELD STRESS OF 345 N/mm2.
•
CONNECTION BOLTS, NUTS, AND WASHERS: BOLTS SHALL
CONFORM TO ASTM A 490M, TYPE 1 OF GRADE 10.9.
•
ANCHOR BOLTS SHALL BE HOT DIP GALVANIZED OF GRADE 55
CONFORMING TO ASTM F 1554, OF 380 MPA MINIMUM YIELD
STRENGTH. COATING SHALL BE HOT DIP ZINC COATING
CONFORMING TO ASTM A153 CLASS C.
•
STEEL STRUCTURES,GRATING ,CHECKERED PLATES,ETC .SHALL
BE HOT DIP GALVANIZED.
7.
ISOLATED FOOTINGS WERE DESIGNED BASED ON AN ALLOWABLE
BEARING CAPACITY OF 300 kPa AND RAFT FOUNDATION WAS
DESIGNED ON AN ALLOWABLE BEARING CAPACITY OF 225 kPa.
60
120
110
PL 260X620X24mm
1.
IPE360
90
60
200
IPE360
8M24 ANCHOR BOLT F1554 GR. 55
EMBEDDED LENGTH 400mm
WITH END PLATE 80X80X8mm
FIN PL 100X240X12
6.0mm FILLET WELD
ON BOTH SIDES
FILLET WELDS ALL AROUND 6.0mm
REFERENCE DRAWINGS
30
PUB-00004
IPE360 CONNECTION WITH COLUMN-TYPE 1
32
PUB-00018
1 : 10
CONNECTION BETWEEN IPE360
40
40
ISSUED FOR APPROVAL
17.01.2024
MAH
MES
MSN
C
ISSUED FOR APPROVAL
19.12.2023
MAH
MES
MSN
B
ISSUED FOR APPROVAL
20.11.2023
MAH
MES
MSN
A
ISSUED FOR APPROVAL
12.04.2023
MAH
MES
MSN
DATE
DRAWN
HDG. STEEL GRATING
50x5@41mm
EL +0.45
OWNER:
PL 260X360X16mm
NATIONAL WATER COMPANY
EASTERN REGION
REV.
DESCRIPTION
CHECKED APPROVED
40
360
40
420
?
180
140
STIFFENER PL 200X160X10mm
2M16 ANCHOR BOLT F1554 GR. 55
EMBEDDED LENGTH 250mm
WITH END PLATE 60X60X6mm
FILLET WELDS ALL AROUND 6.0mm
EL +0.45
TOS
90
130
130
MAIN CONSULTANT:
ILF CONSULTING ENGINEERS SAUDI ARABIA
Prince Sultan Bin Abdulaziz Road | Delmon Building, No. 4380
34235 Al Khobar, P.O. Box 77072 | Kingdom of Saudi Arabia
PL 260X620X20mm
MAIN CONTRACTOR:
8M20 ANCHOR BOLT F1554 GR. 55
EMBEDDED LENGTH 300mm
WITH END PLATE 80X80X8mm
AL-YAMAMA
Tel No : +966 13 82 66 444
Fax No : +966 13 82 70 089
P.O. Box No: 2210 Dammam 31451
Saudi Arabia
200
110
100
620
140
180
D
180
260
180
DRAWING NUMBER
1 : 10
260
40
DRAWING TITLE
CONTRACTOR CONSULTANT:
ARTELIA
Tel. No: +971 04 886 5690
Fax No: +971 04 886 5691
P.O. Box No: 18271 Dubai, U.A.E.
FILLET WELDS ALL AROUND 6.0mm
PROJECT NAME :
Water Quality Improvement Project - South Strategic
Network and Reservoirs
Dammam Project 3
DRAWING TITLE:
DAMMAM 3 ALSHUALA PUMP STATION
STEEL PLATFORM CONNECTIONS
31
IPE360 CONNECTION WITH COLUMN-TYPE 2
1 : 10
33
IPE 360 CONNECTION WITH THE WALL
1 : 10
DRAWN BY:
DESIGNED BY:
CHECKED BY:
MAH
MES
MAH
APPROVED BY:
MSN
DWG NO.
2200016406-D3-AYC-011PUB-STR-SS-00019
SHEET NO.:
SHEET 19 OF 19
SCALE:
DATE:
1 : 10
17.01.2024
REVISION
SIZE
D
A1