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S03-A-WATER TANK STAND - MCA Namibia

1 2 3 4 5 6 7 8 9 10 11 12 13 14. GENERAL NOTES: 1. No part of this drawing must be scaled 2. All dimensions should be checked before any work on the site commences 870 870 3. Any discrepancies that may occur during the construction phase of this A A drawing must be brought immediately under the attention of the Engineer 1000 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: 1. Concrete Strength: IPEAA 160 RAFTER. 300 - All concrete strengths to be 30 MPa, Aggregate Size to be 19mm IPEAA 160 COLUMN 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.

water tank foundation layout scale 1:20 910 870 870 910 1000 1000 300 300 base plate & column layout scale 1:20 50 x 4 flat bar cross bracing (see section b)

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Transcription of S03-A-WATER TANK STAND - MCA Namibia

1 1 2 3 4 5 6 7 8 9 10 11 12 13 14. GENERAL NOTES: 1. No part of this drawing must be scaled 2. All dimensions should be checked before any work on the site commences 870 870 3. Any discrepancies that may occur during the construction phase of this A A drawing must be brought immediately under the attention of the Engineer 1000 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: 1. Concrete Strength: IPEAA 160 RAFTER. 300 - All concrete strengths to be 30 MPa, Aggregate Size to be 19mm IPEAA 160 COLUMN 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.

2 1000. 300. 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 B B concrete. SEE BASE PLATE 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. 910. 50 x 4 FLAT BAR 50 x 4 FLAT BAR. CROSS BRACING CROSS BRACING STEEL NOTES: (SEE SECTION B) (SEE SECTION B). IPE 100 TIE BEAM IPE 100 TIE BEAM. 1. Grade 350W steel to be used throughout. 2. Internal dimensions given to the neutral axes. 3. Overall dimensions are to outside dimensions. 4. All welds to be continuous fillet welds with minimum throat thickness of at least thickness of thinner member.

3 C C 5. Grade bolts to be used throughout. 6. All structural steelwork to be workshop painted with two layers zinc chromate primer prior to erection. 7. All steelwork and fixing details to be inspected by the engineer prior to 910. installation. 8. Contractor to submit all shop drawings for approval. IPEAA 160 RAFTER 9. Final paint specifications to client. IPEAA 160 COLUMN. D D. water TANK FOUNDATION LAYOUT BASE PLATE & COLUMN LAYOUT SUPPORT RAFTER LAYOUT. E SCALE 1:20 SCALE 1:20 E. SCALE 1:20. 15 x ( CFLC) EQUALLY SPACED. 2500. F F 25x5mm STEEL STRAP TO FIT LOOSELY. ABOVE SECOND RING OF TANK. STRAP TO BE WELDED TO ANCHOR. STRAP. FOUR ANCHORS ARE REQUIRED. 150 x 50 x 20 x CFLC. M12 BOLT M12 BOLT FOR EACH TANK (DIA. OF STRAP SHALL.)

4 BE 10mm LONGER THAN OUTER DIA. OF TANK). SEE PLATE 3. SEE PLATE 1. MIN 300. 50 IPE 100 20mm LONG M12 BOLT & NUT. TIE BEAM 50 TANK FOOTPRINT. USE 13mm ID/20mm OD WASHERS. BOTH SIDES. SEE HAUNCH 1 NUT TO BE SPOT WELDED AND PAINTED. HAUNCH CUT FROM IPE AA 160. 150 x 50 x 20 x CFLC. SEE DETAIL A. IPEAA 160 FLAT BAR WELDED TO IPEAA 160. G PLATE 3 & 4 G. IPEAA 160 COLUMN 69. 21 M12 BOLT. 1488. IPEAA 160. 50 x 4 FLAT BAR BRACING TANK FIXING DETAIL. 50 SEE PLATE 4 TANK FIXING TO PURLIN. NON SHRINK GROUT NON SHRINK GROUT 50 SEE DETAIL --- NON SHRINK GROUT NON SHRINK GROUT. H H. 150. 150. M16 U-BOLT. 25. 350. 136. 500. 350. I I. 0 13/05/2013 For Design Report AHO. No Date Revision Initial PURLIN LEVEL Civil and Structural Engineers: SCALE 1:20.

5 MPa SOILCRETE. (TO BE CONFIRMED ON SITE) MPa SOILCRETE (TO BE CONFIRMED ON SITE) Tel.: +264(0)61 228 505 PO Box 21322. Fax.: +264(0)61 228 505 Windhoek SECTION A-A Cell: +264(0)81 296 5374. Email: Namibia J SCALE 1:20 SECTION B-B J. SCALE 1:20 Client: 250 MCA Namibia MCA 32 186 32 Tel.: +264(0)61 410 400 Atlas House, 3rd Floor, Room 13. 213 Fax.: +264(0)61 410 415 117 Sam Nujoma Avenue 14 HOLES Email: Windhoek Namibia 32. 410. IPE 100 8 THK PLATE Project: 20 36 84 76 90 103 60 60. 14. 5. 80. K 10 THK PLATE K. 200. 136. Nghisongwa Earth Dam 20. 8 THK PLATE. 213. 106. 43. 82. 15. 2. 30. 4. 80. 14 HOLES. 20. 32. 8 Drawing Title: 12. 100. 14 HOLES. CUT FROM IPE AA 160. 12 THK PLATE water TANK STAND . 12 THK PLATE. HAUNCH 1 PLATE 2 PLATE 3 PLATE 4.

6 L PLATE 1 SCALE 1:5. SCALE 1:5 SCALE 1:5. SCALE 1:5 L. Date of Issue: 13/05/2013 Scale: AS SHOWN. BASE PLATE SCALE 1:5. Drawing No.: Revision SCALE 1:5. Y0013-S-03 0. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Copyright of this drawing reserv


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