19450

800

300

PROJ.SECT.LDR

DEPT.

ELECT.

MECH.

CIVIL

STRUCT.

PROJ.ENG.

PROCESS

PIPING

INSTR.

DATE

APPROVED BY

SIGN

STRUCTURAL WELDING CODE

WELDING CONSTRUCTION TOTO AWS D1.1. EXCEPT

AND FLAME CUTTING TOL. TOEN ISO 13920 GRADE B (U.O.S.)

BS 3643 U.O.S.

BS 308 PART 3.

WELD SYMBOLS TO SABS-044

SCREW THREADS (ISO METRIC) TO

CASTING TOLERANCES TO DIN 1686GRADE GTA17/GTB17 (U.O.S.)

LIMITS & FITS TO ISO R286

SURFACE TEXTURE SYMBOLS TO

STANDARD HOLE BASIS.

ISO 1302. Ra VALUES.

GEOMETRICAL TOLERANCING TO

DIN 2310 GRADE B (U.O.S.)

1 000

4 000

2 000

16 000

12 000

8 000

2

3

5

4

6

0.1

0.5

0.3

0.8

1.2

0.2

120

315

0.5

30

6

4 000

20 000

16 000

12 000

8 000

315

1 000

2 000

6

120

30

ABOVE

GENERAL TOLERANCE

TOL ±MACH INCL.

WATER-TANK2066000LT

A

1:50

3 4

5.20.17 KOBUS5.20.17 PIETERDATE A.P.R.

DATENAMENUMBERSIGN

A1installation of plant to the order of Phoenix Tanks. (PTY) LTDthan the manufacture or construction of equipment, the design andany third party; or used directly or indirectly for any other purposeIt is subject to return upon demand, and may not be passed on to

PHOENIX TANKS (PTY) LTDTHIS DRAWING IS THE PROPERTY OF

DRG No.

REG. ENG./TECH APPR.NAME

SIGNATURENUMBER

NAME

SECLDRCHKD

DATEDRAWN

DATE

PROJECT No.

OF

REV

SHEET

SCALE

DATENo.

REVISIONS

BYDESCRIPTION SECLDRCHKD ENG

1 25/10/14 WATER TANK STAND KOBUSPIETER

ALL DRAWINGS TO BE READ CONJUCTIONWITH THE RELEVANT ARCHITECTURAL,

STRUCTURAL CONCRETE DRAWINGS AS WELLAS THE BILL OF QUANTITIES AND ANY

DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE ENGINEER.

A THOROUGH SITE SURVEY IS TO BECARRIED OUT BY THE STRUCTURAL STEEL-WORK CONTRACTOR PRIOR TO THE PREP.

OF THE SHOP DETAIL DRAWINGS, A COMPLETESET OF WHICH IS TO BE SUBMITTED TO THEENGINEER FOR APPROVAL BEFORE FABRICATION

COMMENCES.

DETAILDAM

AS-BUILTSignature........................Date.................

Typ Ring BeamOuter 19850mmInner 19050mm

19450

Typ Ring Beam300mm X 800mm

(shell thickness are 1.1mm 2,2mm 3,3mm 4.4mm 5,5mm 6,6mm)

1) Top Ring 1,17 0,08 1,1 2 52 23,8 12372) 2nd Ring from top 2,34 1,67 2,2 2 52 23,8 12373) 3rd Ring from top 3,51 2,55 3,3 3 78 23,8 18564) 4th Ring from top 4,68 3,42 4,4 4 104 23,8 24735) 5th Ring from top 5,85 4,92 5,5 5 130 23,8 3094

9

2687

16

15

1564

1563

56162

56161

QTY

BOLT COVER ZINCALUME 26

102-M12-35121-M12THK_20THK_20_1THK_20_ROOFTHK_202_LINEARTHK_G_1THK_G_2THK_G_3

BILL OF MATERIAL: MODEL 2066000L

BOLT. HEX-M12 x 35NUT. HEX-M12ZINCALUME DELTA PANEL (AZ 150)HORIZONTAL STIFNER TOP & BOTTOM

DOME ROOF ASSY. 14.96mmLINER TYPE 202, 850G/SMFLOOR BRACKET, GALVINIZEDVERTICAL STIFNER GALVINIZED

26

156 Plate, 19.45m Dia x 7.01m High Zink Dam

6) 6th Ring from top 7,01 5,17 6,6 6 156 23,8 3712

H m t mm t mm mm Plates Plates Plate mass eqm selected

t = thickness of plate = H.D.q/f/2 . S/(S-d) equation t

7 x FOLDS ( 20 x 20 x 90 )

7010

Finished Floor Level

Typ Ring Beam (300 x 800)

100mm Min Roof Overhang

20 x Off M12 Floor AnchorsInto Ring Beam

Layers of 1.1 # 1.1mm Mass per Total

PLATE TABLE

Phoenix Tanks Pty Ltd. aspires to provide its customers with quality water storeage solutions at affordable prices

PIETER JORDAAN Cell: 076578 3442 Fax: 086 552 2511

Precast Concrete Reservoirs & Zincalume steel

www.phoenixtanks.co.za

PHOENIX TANKS