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
Recommended
