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3
870
5
4
6
7
8
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GENERAL NOTES:
870
A
A
1000
1. No part of this drawing must be scaled 2. All dimensions should be checked before any work on the site commences 3. Any discrepancies that may occur during the construction phase of this drawing must be brought immediately under the attention of the Engineer 4. All below-ground GMS Pipework are to be Denso-Wrapped 5. Cover to Flexible pipes to be at least 600mm below Natural Ground Level
CONSTRUCTION NOTES: IPEAA 160 RAFTER
300
300
1000
IPEAA 160 COLUMN
B
B
910
SEE BASE PLATE
50 x 4 FLAT BAR CROSS BRACING (SEE SECTION B)
50 x 4 FLAT BAR CROSS BRACING (SEE SECTION B)
1. Concrete Strength: - All concrete strengths to be 30MPa, Aggregate Size to be 19mm 2. All load-bearing brickwork to be plastered smooth and to receive 2 layers DPC prior to casting of concrete. 3. Foundations to be inspected by engineer prior to casting of any concrete. 4. Final soffit levels of beams and slabs as per architect's instruction. 5. All reinforcement must be checked by engineer prior to casting of any concrete. 6. All laps for reinforcement to be 50x diameter of smaller bar. 7. Three test cube results (28 day test results) will be provided to the engineer for every batch (not more than 50 cubic meter of concrete) poured.
STEEL NOTES: IPE 100 TIE BEAM
IPE 100 TIE BEAM
1. 2. 3. 4.
C
C
5. 6.
910
7. 8. 9.
IPEAA 160 RAFTER
Grade 350W steel to be used throughout. Internal dimensions given to the neutral axes. Overall dimensions are to outside dimensions. All welds to be continuous fillet welds with minimum throat thickness of at least thickness of thinner member. Grade 8.8 bolts to be used throughout. All structural steelwork to be workshop painted with two layers zinc chromate primer prior to erection. All steelwork and fixing details to be inspected by the engineer prior to installation. Contractor to submit all shop drawings for approval. Final paint specifications to client.
IPEAA 160 COLUMN
D
D
WATER TANK FOUNDATION LAYOUT E
BASE PLATE & COLUMN LAYOUT
SUPPORT RAFTER LAYOUT
SCALE 1:20
SCALE 1:20
SCALE 1:20
E
15 x (150x50x20x2.5 CFLC) EQUALLY SPACED
2500
F
F
M12 BOLT
150 x 50 x 20 x 2.5 CFLC
M12 BOLT
IPE 100 TIE BEAM
50
50
MIN 300
SEE PLATE 3
SEE PLATE 1
25x5mm STEEL STRAP TO FIT LOOSELY ABOVE SECOND RING OF TANK. STRAP TO BE WELDED TO ANCHOR STRAP. FOUR ANCHORS ARE REQUIRED FOR EACH TANK (DIA. OF STRAP SHALL BE 10mm LONGER THAN OUTER DIA OF TANK)
TANK FOOTPRINT
20mm LONG M12 BOLT & NUT. USE 13mm ID/20mm OD WASHERS BOTH SIDES. NUT TO BE SPOT WELDED AND PAINTED
SEE HAUNCH 1 HAUNCH CUT FROM IPE AA 160 SEE DETAIL A
150 x 50 x 20 x 2.5 CFLC FLAT BAR WELDED TO PLATE 3 & 4
IPEAA 160
G
IPEAA 160
IPEAA 160 COLUMN 1488
21
69
G
M12 BOLT IPEAA 160
TANK FIXING DETAIL
50 x 4 FLAT BAR BRACING
NON SHRINK GROUT
TANK FIXING TO PURLIN SEE DETAIL ---
SEE PLATE 4
N.T.S
NON SHRINK GROUT H
350
150
150
H
50
NON SHRINK GROUT
M16 U-BOLT
25
NON SHRINK GROUT
50
350
500
136
I
I
PURLIN LEVEL
0
13/05/2013
No
Date
Client:
MCA Namibia
250 186 HOLES
84
76
90
103
80
K
60
60
5 14
36
Project:
8 THK PLATE
IPE 100
106
32
Nghisongwa Earth Dam
80
213
30 2
43
15 4 14 HOLES
12
100 14
HOLES
K
8 THK PLATE
20
82
20
136
10 THK PLATE 200
Atlas House, 3rd Floor, Room 13 117 Sam Nujoma Avenue Windhoek Namibia
410 20
8
Drawing Title:
CUT FROM IPE AA 160
WATER TANK STAND
12 THK PLATE 12 THK PLATE
HAUNCH 1
PLATE 1
L
BASE PLATE
SCALE 1:5
SCALE 1:5
PLATE 2
PLATE 3
SCALE 1:5
SCALE 1:5
PLATE 4 SCALE 1:5
L
2
Date of Issue:
13/05/2013
Scale:
Drawing No.:
SCALE 1:5 1
MCA Logo.jpg
Tel.: +264(0)61 410 400 Fax.: +264(0)61 410 415 Email:
[email protected]
213
32
14
32
PO Box 21322 Windhoek Namibia
J
SCALE 1:20
32
Initial
Tel.: +264(0)61 228 505 Fax.: +264(0)61 228 505 Cell: +264(0)81 296 5374 Email:
[email protected]
SECTION B-B
SCALE 1:20
Revision
Logowhite.jpg
2.0 MPa SOILCRETE (TO BE CONFIRMED ON SITE)
SECTION A-A J
AHO
Civil and Structural Engineers:
SCALE 1:20 2.0 MPa SOILCRETE (TO BE CONFIRMED ON SITE)
For Design Report
Revision
Y0013-S-03 3
4
5
6
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AS SHOWN
Copyright of this drawing reserved
0
