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ACCESSORY ORIENTATION C ART ITEM DS PART NL14BM QTY DESCRIPTION MATL CR EST. VT.
1 - 88-13-5801-01 1 DECK 10DEG 3/1:6'PL X 14'-2 5/8'13.11. A36 11999
THESE COLUMNS FOR SHOP USE ONLY
2 B 50-80-0289-00 1 DOME NECK 20' DIA 28HL
13C ELEVATMN E Ai TTM PRU=IN SUPE MENSDIN ARC/mm ARC/SHELL AM TYPICAL, 3 B 60-12-5010-21 1 DOME NECK 20' DIA 28HL
WSRM RAM lan (IF nM EEAVE m TAW Mn rWH SAVE TO C/L OF IIEH TO R IEASIlU FRDM NEA=3 n= 113 H SDES DF --
DESCRIPTION ITEM UXATMN CEHIER OF TANG x TE Y-CM01HATE Cn_ OF ITEM M C/L OF ITEH TOP OF ITEM Ens If am C/L REFUVCE C/L RUT] TCE COL WAU LDCATMH 4 A 88-12-5801-04 1 DOME COVER 28HL 3/16PL A36
2 a 200 CENTER DOME/COVER 2/4 0 0' -- -- -- -- -- -- -- -- ®- -- P/L 5 A 60-12-5020-99 1 INDWR & GSKT ASSY 20-DIA 28HL
00 20' MANWAY/PRV 3/53' 75 36' -- -- -- -- -- 48 3/4' 90 22' -- -- 6 03-12-0080-73 1 TUBE 3' .120W.T. X 81LG.: SS A304
28
25. 3B 3' O.D. STU$_ 6 305' 60' _- -- -- -- ~- 24 3/8' 270 51 5/16' -- -- 7
3 LIFT LUGS' 9 90/270 -_ -® _- -- -- -- -- -- -- -- -- 8
3151 #' LEVEL DVD. OPENING/CVR 13A 45 24' -- _�° -- - -- 60 15/i6' 0 66'
-® 9 A 60-12-1002-92 4 LIFT LUG 3/4' X 6' X 33' LG A36 42
0305° 11 I `�� LEVEL IND. OPENING/CVR E28
45 44' __ __ __ -- -- 40 5/8' 0 66' -- - 10
57 295 � LEVEL IND. OPENING/CVR 0 -_ -- -- 24'-2 5/8' 17'-2 5/8'. 11 A 60-12-8007-43 12 HANDRAIL CLIP 6HL
. 1 -
42` SQ: FILTER FLANGE ISO 51' -- - -- 14' 33 1/2• -- -- -- 12
Q 7 * LEVEL IND. FLANGED NOZZLE105 48' -- -- -- -- li' 36 9/16' 90 22' -- -- P/L 13 A 60-12-5001-11 3 LEVEL INDICATOR OPNG W/COVER
I / - ' 3'-0' X 6'-8' DOOR ASSY. 45 -- -- -- -- -- -- 0 65 3/4'
"' 4' OD. FILL LINE BRACKET ASSY. 33A/56 25 SEE ELEV. -- -- 14
�-
-- -- -- 0 -- 36 1/2' 8' B 88-12-5801-15 ll 42' SQ. KILTER FLANGE 3/16'PL A36 144
90 270• - - - - - 9Q• 3'A FILL LINE BRACKET ASSY. 33Bf57 295 -- -- -- SEE ELEV. __ -- 27( -® 36 1/2' 8' 16 _
CROSSOVER C/L I 34 I 0-1
' 17 A 60-12-1000-09 LEVEL INDICATOR FLANGED NOZZLE
la
----- ---------- 105° 17 C 19'
20—
+ `` y 21 ---- ------ 4 RING 3/16PL X 71' X 525.235' A36 1986
—�
1 , RADIA� C/L ' {II 22 ------------ 3 RING TOGA X 71.' X 525.069' A1011/40KSI 1424
Copy ---
225 I 135• 3' O.D. b� CLASS 2 WELD F?EQUIREMENTS 24
35 I 35 I �� I <6) 3/8' DIA HLS j 25 --
180° I I EQ SPCD ON 7' D.B.C. 26 —_—_
15 I I f 27
I I REFERENCE DRAWINGS %o {
I I 28 B 60-00-2000-07 1 DOOR ASSY :1_0' X 6'-8'L.FI.
I I WELD MAP B-60-00-000-22 p 29 B 60-14-7000-21 '1 BASE ANGLE 4' X 3 1/2' X 1/2' A529 514
DECK PLAN I I 'j 1 CALCS 12-5801CALCS 30 ]3 88 12-5801-30 1 HOPPER ASSY. 3/16'PL W/14' III4, OUTLET A36 2353
ILI�I I W 20' MANWAY/PRV B-50-80-0548-21
I I � 31 Bi10-09-0654-34 I DRY NAMEPLATE
p S6 57 �.� BRACKET ASSEMBLY A-60-12-5056-03 32 --
p I 3 �_ BRACKET ASSEMBLY A-60-12-5056-08 33 - 99-00-0216-09 24 STUD BOLT 1/2 DIA. X 1 1/4 L.G. SS
w --
4 DET ITEM 6 CROSSOVER ASSEMBLY B-61-12-8050-48 ,
34 - 04-38-0155-13 1 F.B. 3/8' X 4' X 155 13/16' L.G. A36 67
HANDRAIL ASSEMBLY B-60-14-8200-00 35 - 04-38-0050-11 2 F.B. 3/8' X 4' X 50 11/16' LG. A36 22
i ANCHOR BOLT LAYOUT B-67-00-7000-00 36
_T DETAIL IT 17 413PPER ASSEMBLY B-88-12-5801-30 37
1 SAFETY/OPERATIONAL NOTES 38
1) THIS TANK IS DESIGNED FOR LOADS FROM A DRY FREE FLOWING PRODUCT OF THE 39
21-1 INDICATED DENSITY AND FLOW PATTERN, AND IS NOT DESIGNED FOR BRIDGING OR MASS 40
RADIAL/VERTICAL C/L (6) 3/0' DIA FALLING CONDITIONS.
K `HLS EQ SPCD 2) DO NOT FIELD CUT ANY OPENINGS IN TANK WITHOUT WRITTEN CONSENT FROM THE 41
ON 7' D.B.C. ENGINEERING DEPARTMENT OF CST STORAGE. 42
3) .APPLICATION OF LOADS TO TANK FROM EQUIPMENT,. OTHER THAN NOTED ON THIS'.
DRAWING, MUST BE APPROVED IN WRITING BY CST STORAGE PRIOR TO INSTALLATION. 43 - EEA0072 15 GAL. EPDXY PRIMER 2.0 MILS
! K 4) WIND BRACING TO BE FURNISHED BY CUSTOMER AS REQUIRED FOR EQUIPMENT OIV TOP
44 - CEC0114 3 GAL. EPDXY PRIMER C.A.
OF TANK.
S) TANK FOUNDAT'SONS SHALL BE LEVEL WITHIN 1/8 IN ANY 30 FT. CIRCUMFERENCE 45 - 50-00-0790-05 21 GAL INORGANIC ZINC BASE
-..._>� U DL L. LEVELNESS ON T CIRCUMFEREM�'F SHALL NOT VARY Mr1P 4AIY N "R THE SHELL. --
,a,,, 46 - 50-00-0790-06 5.3 GAL. INORGANIC ZINC: CONVERTER
� _ ��^ v , �!4' FROM AN ESTABLISHED PLANE.. .-
22-1 91�^ a (6) 5/16' NUTS I :) CUSTOMER TO ASSURE PROPER TANK VENTILATION IS PROVIDED AND MAINTAINED. 47 - EEA0072 24 GAL FDA EPDXY 4.3 MILS
WELDED ON 7) IF ANCHOR BOLTS ARE NOT PROVIDED BY CST STORAGE OR IF TANK IS SUPPORTED BY
48 - CEC0114 4.8 GAL. FDA EPDXY C.A.
GV t� INTERIOR OF LOAD CELLS, PROPER ANCHORING FOR ALL WIND AND SEISMIC LOADS IS THE
RESPONSIBILITY OF THE CUSTOMER. 49 - V01726-100 15 GAL. WHITE URETHANE ENAMEL
w �l TANK 8) THIS TANK IS DESIGNED FOR SYMMETRICAL. LOADING (CENTER DISCHARGE) UNLESS ---'--�'
_ DESIGNED FOR SIDE DISCHARGE, SOME DISCHARGE EQUIPMENT CONFIGURATIONS MAY CAUSE 50 - CTC0073 3 GAL URETHANE CATALYST
,: A NON -SYMMETRICAL DISCHARGE PATTERN WITH CERTAIN BULK SOLIDS WHICH COULD SHIP LOOSE ITEMS COATING
= £.` 13 RESULT IN STRUCTURAL DAMAGE TO THE TANK. PRECAUTIONS SHOULD BE TAKEN TO INSURE
DETAIL ITEM @ 51 A 60-12-7007-00 20 ANCHOR BOLT 'LIP (3/4') HDG
COVER NOT SHOWN FOR CLARITY THE PRODUCT FLOWS IN A SYMMETRICAL, CENTER DISCHARGE PATTERN, CST STORAGE IS
cu NOT RESPONSIBLE FOR DAMAGE TO THE TANK AS A RESULT OF A PRODUCT FLOW PATTERN 52 L 60-95-0000-00 1 SHIM KIT
OTHER THAN THE INTENDED FLOW PATTERN. 53 B 50-80-0548-21 1 MANWAY/PRV 20' +2.0/-0.5
au 2- 9) FOR TANKS WITH HOPPERS, ALLOWANCE FIIR UNRESTRICTED EXPANSION AND
CONTRACTION OF THE HOPPER IS REQUIRED. FLEXIBLE CONNECTIONS OR OTHER DEVICES TO 54
6' BE DESIGNED, FURNISHED, AND INSTALLED BY ZITHERS, 55 B 60-14-8200-00 1 HANDRAIL ASSY HDG
FIELD NOTESe 56 A 60-12-5056-03 6 BRACKET ASSY 3 1/2' PIPE, CAE _
6' O.D. 1) CUSTOMER MUST ALLOW 100 FT. PLUS TANK HEIGHT CLEAR SPACE FOR UNLOADING. 57 A 60-12-5056-08 6 BRACKET ASSY 3' TUBE CAE
STUD 0° 2) TERRAIN MUST BE PHYSICALLY MANEUVERABLE. —
\\ 3) TOUCH-UP ALL SCRATCHES WITH PROVIDED TOUCH-UP PAINT, 58 B 61-12-8050-48 1 CROSSOVER ASSY 5'-C' L.G. HDG
e 4) FOR TANKS SUPPORTED ON STRUCTURAL STEEL, SHIMS MAY BE REQUIRED BETWEEN THE 59 - 54-00-0790-02 1 25.6 OZ. INORGANIC ZINC BASE TU
(28) 9/16' DIA. HLS. TANK BASE AND STRUCTURE TO ACHIEVE COMPLETE SUPPORT. SHIMS ARE TO BE
\ I EQ. SPCD ON 22' D.B.C. FURNISHED AND INSTALLED BY OTHERS. 60 - 50-00-0790-03 1 _ 6.4 OZ. INORGANIC ZINC COINV. TU
HLS. STRADDL MAJOR C/L'S 61 - EEA0072T 1 PT, FDA EPDXY BASE TU
TANK DATA, 62 - CECO114T 1 1/4PT. FDA EPDXY C.A. TU
3C —270° _ ®® + 91V 1) TANK IS DESIGNED FOR 100 PERCENT PERIMETER SUPPORT.
2) BLAST REQUIREMENTS, INORGANIC ZINC AND TT700+ SSPC SP10 NEAR -WHITE BLAST 63 - V01726-IOOT 2 20 OZ. WHITE URETHANE ENAM. TU
ALL OTHER COATINGS SSPC SP6 COMMERCIAL_ BLAST UNLESS NOTED.
�a 1 64 - CTC0073T 2 4 OZ. URETHANE CATALYST TU
30 3) HARDWAREi HOT DIPPED GALVANIZED
4' O.D. 4) GASKETING, EPDM Si LUCIECOU S - 99-99-9999-95 4 PAINT BRUSH
---------"------------------ STUB 5) ALL FILLET WELDS ARE 3/16 INCH, UNLESS NOTED.
6) UNLESS NOTED OTHERWISE, HANDRAIL CLIPS ARE LOCATED ON 45, 135, 225, & 315 PLAN REVIEW
4 PIPE --�� DEGREE LOCATIONS. AT MAJOR CENTERLINES AND LADDER OPENINGS, CLIPS WILL BE ®ddgt►IEItIry�j�
A / STUB �24' O D LOCATED 14 1/4' EACH SIDE OF CENTERLINE TO CENTER CIF 9/16'DIA HOLE IN CLIP. �PN,.M tiAg9l�i,�r'
jA ! 180® 7) LIFT LUGS ARE LOCATED 21' EACH SIDE CIF CENTERLINE. BLDG: ���.°�GENS4
8) TAG NUMBERi NOT REQ D. r' F '%►
NAIL ITEM V flaTE: - s a
{{{ 9) EST. WEIGHT, 17,600 LBS. (TANK EMPTY) ELEC. N *1 No. 72051 i * x
10) OVERALL SHIPPING LENGTHS 43'-4' PATE
*-0 2.* S -
il> SHIPPING WINDOWS 14'-0` SQ. PLUMB ffi 9�� STATE
A / 46 SO. O.S. DATE. —
w
A !
r
v
v
n
a
a
A
V
42' SQ. I.S.
r
11
i
I
1
O
r
1
t
TANK COATING MECH: S « _ \
1) INTERIOR PRODUCT ZONE EPDXY PRIMER DATE:
_---- �q
2) INTERIOR SKYRT EPDXY PRIMER _
3) EXTERIOR (SYSTEM 3) FIRST COAT - INORGANIC ZINC PRIMER �-
2'
TYP.
(44) 7/16'
DIA. HLS.
DETAIL ITEM a
800# MAX LOAD I
INTERMEDIATE COAT -
FDA COPDXY
TOP COAT - WHITE PERFORMANCE URETHANE
DESIGN
DATA,
1)
PRODUCT
PVC RESIN
2)
PRODUCT COMPACTED BULK DENSITY
35 PCF
3)
ESTIMATED VOLUME
4,140 CU. FT, 2 25
DEG, ANGLE OF REPOSI
4)
FLOW PATTERN
MASS FLOW
5)
CENTER FILL, CENTER DISCHARGE
6)
GRIND REQUIREMENTS
SINGLE PASS SMOOTH
7)
DESIGN PRESSURE POSITIVE
14.00 POSITIVE OZ.
PER SO. IN.
8)
DESIGN PRESSURE NEGATIVE
1.00 NEGATIVE OZ.
PER SQ. IN.
9)
MAX OPERATING PRESSURE POSITIVE
2.00 POSITIVE OZ.
PER SQ. IN.
10)
MAX OPERATING PRESSURE NEGATIVE
0.50 NEGATIVE OZ.
PER SQ. IN.
11)
DECK LIVE LOAD
20 PSF
12)
WIND LOAD PER FLORIDA BUILDING CODE
2010
148 MPH EXP. C
REVISED DESIGN
DATA
RC
KCL
MS
05/13/13
L
REVISED DESIGN DATA.
KCL
RC
JDM
4/29/13
LAREVISED
,ITEM
ITEM #35 PART# & REVISED MAT'L GRADE 13NI
#29.
DE
JTF
JDM
2/8/13
REV
REVISION
BY
CHKD
APR.
DATE
ELEVATION, DECK &&
BILL ❑F MATERIAL
013'-11A' X 41'— 5 1/4A'
CARBON STEEL WELDED
TANK
CST❑.A.
NEWTON & SON COMPANY
P❑# 028871-01
iE
HY DID
DATE
ORDER ORDER N0�
DRAWIIIG NO
12�-5i30!1
:D-60-14-25801-00
JTF
DATE P/l/2013
R. JDM
DATE 2/4/2013
CONFIDENTIAL / TRADE SECRETS HY ACCEPTING POSSESSION OF THIS DOCUMENT, RECIPIENT AGREES THAT ITS CONTENT
ARE CONFIDENTIAL, PROPRIETARY TRAILE SECRETS OF CST STORAGE. NO PORTION OF THIS DOCUMENT MAY HI
REPRODUCED, DISTRIBUTED OR USED IN ANY MANNER 'WITHOUT WRITTEN PERMISSION FROM CST STORAGE
4 e
4
ACCESSORY ORIENTATION CHART
P/L
ITEM
DS
PART NUMBER .�
otY
DESCRIPTION
NAT L GR
EST. WT.
r,
".
i
-
88-13-5802-01`-.
1-
DECK 1013EG 3/16'PL X 14'-2 5/8'0.D.
A36
U99
. '
DESCRIPTION
ITEM#
LOCATION
RAM FRIII
CENTER IF TA►x
x-cmmimn:
Y-coamINATE
ELEVATION
FRDM EAVE ID
C/L OF ITEM
ELLVATDN
FRDA MUM
ff TANG STEEL
TO C/L BF ITEM
PRD.ECTBH
FROM EAVE TO
TOP OF ITEM
THESE COLUMNS
FOR SHOP USE ONLY mmm
2
B
50-80-0289-00
1
DOME NECK 20" DIA 28HL
SUPE EIENSiON
C/L OF 17E'M TO
EDGE ff neat
RUTIOCE
CA
ARC/DECK
WAURED FROM
REFERENCE CAL
ARCANU
WASii® I"
REFERENCE C&
ARC TYPICAL
MIN SHE [IF
nE( E t.00ATDIM
3
B
60-12-5010-21
1
DOME NECK 20" DIA 28HL
4
A
60-12-5010-39
1
DOME C%fR TOGA W/5' OD STUB
20' CENTER. DOME/COVER
2/4
0
0'
--
--
--
--
--
--
--
--
_
__
5
A
60-12-5020-99
1
HDWR & GSKT ASSY 20'DIA 28HL
20' NANWAY/PRV
3/53
165
36'_-
--
--
--
48 3/4'
180
22'
--
--
6
—�
LIFT LUGS
9
90/270
--
--
--
--
--
--
--
-_
_-
--
--
P/L
-
LADDER PAD/STUD LAOUT/4HL CLIPS
12/32
225
180
66'
65 3/4'
--
8
_
"
h
LEVEL IND. OPENING/CVR
13A
135
24'
--
--
--
--
--
60 15/16'
90
66'
""
®`
9
A
60-12-1002-92
4
--
LIFT LUG 3!4' X 6' X 33° LG
A3636
42
LEVEE: IND. OPENING/CVR
13B
135
44'
--
--
--
--
--
40 5/8'
90
66'
--
--
10
LEVEL IND. OPENING/CVR
13C
135
--
--
--
26'-0 15/16'
15'-4 5/16'
--
--
90
--
65 3/4'
--
11-
A_60-12-8007-43
11
HANDRAIL CLIP 6HL
36' SO. FILTER FLANGE
15
0
54'
-_
_
--
--
14'
30 7/16'
--
--
--
-_
12
A'60-12-8007-81
2
HANDRAIL CLIP 4HL
A36
LEVEL IND. FLANGED NOZZLE
17
195
48'
--
--
--
--
11'
36 9/16-7
180
1 22'
1--
--
13
A
60-12-5001-11
3
LEVEL INDICATOR OPNG W/COVER
3'-0' X 6'-8' DOOR ASSY. 28 1801 -- -- g_ -- -- -- -- -- -- �-- --
CLASS 2 WELD R E Q U I R E M E
�-CR'OSSOVER C/L
File Cop'
�
d
13C N, 19
REFERENCE DRAWINGS
RADIAL C/L WELD MAP B-60-00-000-22
j ! CALCS 12-5802CALCS
PLOT PLAN B-88-12-5802-99
® r/ 20' MANWAY/PRV B-50-80-0548-21
(6) 3/8' DIA HLS SAFETY SWING GATE ASSEMBLY B-50-83-0000-10
EQ SPCD ON 7' D.B.C.
LADDER ASSEMBLY _ B60-20-4200-10
CROSSOVER ASSEMBLY B-61-12-8050-48
HANDRAIL ASSEMBLY B-60-14-8245-00
ANCHOR BOLT LAYOUT B-67-00-7000-00
8 A HOPPER ASSEMBLY B-88-12-5804-30
., SAFETY/OPERATIONAL NOTES,
1.) THIS TANK IS DESIGNED FOR LOADS FROM A DRY FREE FLOWING PRODUCT OF THE
INDICATED DENSITY AND FLOW PATTERN, AND IS NOT DESIGNED FOR BRIDGING OR MASS
FALLING CONDITIONS..
2) DO NOT FIELD CUT ANY OPENINGS IN TANK WITHOUT WRITTEN CONSENT FROM THE
ENGINEERING DEPARTMENT OF CST STORAGE,
17 3) APPLICATION OF LOADS TO TANK FROM EQUIPMENT, OTHER THAN NOTED ON THIS
BETA L ITEM DRAWING, MUST BE APPROVED IN WRITING BY CST STORAGE PRIOR TO INSTALLATION.
AIM' 4> WIND BRACING TO BE FURNISHED BY CUSTOMER AS REQUIRED FOR EQUIPMENT ON TOP
OF TANK.
5) TANK FOUNDATIONS SHALL BE LEVEL WITHIN 1/8' IN ANY 30 FT. CIRCUMFERENCE
1. , UNDER THE SHELL, LEVELNESS ON THE CIRCUMFERENCE SHALL_ NOT VARY MORE THAN
loo ze
''' _ 1/4' FROM AN ESTABLISHED PLANE.
`�" 6) CUSTOMER TO ASSURE PROPER TANK VENTILATION IS PROVIDED AND MAINTAINED.
` 7) IF ANCHOR BOLTS ARE NOT PROVIDED BY CST STORAGE OR IF TANK IS SUPPORTED BY
LOAD CELLS, PROPER ANCHORING FOR ALL WIND AND SEISMIC LOADS IS THE
RESPONSIBILITY OF THE CUSTOMER.
L' 8) "PHIS TANK IS DESIGNED FOR SYMMETRICAL LOADING (CENTER DISCHARGE) UNLESS
DESIGNED FOR SIDE DISCHARGE. SOME DISCHARGE EQUIPMENT CONFIGURATIONS MAY CAUSE
A NON -SYMMETRICAL DISCHARGE PATTERN WITH CERTAIN BULK SOLIDS WHICH COULD
RESULT IN STRUCTURAL DAMAGE TO THE TANK. PRECAUTIONS SHOULD BE TAKEN TO INSURE
THE PRODUCT FLOWS IN A SYMMETRICAL, CENTER DISCHARGE PATTERN. CST STORAGE IS
RADIAL/VERTICAL C/L (6) 3/8' DIA NOT RESPONSIBLE FOR DAMAGE TO THE TANK AS A RESULT OF A PRODUCT FLOW PATTERN
`HLS EQ SPCD OTHER THAN THE INTENDED FLOW PATTERN.
ON 7' D.B.T,. 9) FOR TANKS WITH HOPPERS, ALLOWANCE I OR UNRESTRICTED EXPANSION AND
CONTRACTION OF THE HOPPER IS REQUIRED. FLEXIBLE CONNECTIONS OR OTHER DEVICES TO
/ BE DESIGNED, FURNISHED, AND INSTALLED BY OTHERS.
I FIELD NOTES,
1) CUSTOMER MUST ALLOW 100 FT. PLUS TANK HEIGHT CLEAR SPACE FOR UNLOADING.
- - 1 2) TERRAIN MUST BE PHYSICALLY MANEUVERABLE.
3) TOUCH-UP ALL SCRATCHES WITH PROVIDED TOUCH-UP PAINT.
OZP, 1 (6) 5/16' NUTS 4) FOR TANKS SUPPORTED ON STRUCTURAL STEEL, SHIMS MAY BE REQUIRED BETWEEN THE
tilt v� / WELDED ON TANK BASE AND STRUCTURE TO ACHIEVE COMPLETE SUPPORT. SHIMS ARE TO BE
`� �U�Q INTERIOR OF FURNISHED AND INSTALLED BY OTHERS.
-- TANK
TANK DATAt
1.) TANK IS DESIGNED FOR 100 PERCENT PERIMETER SUPPORT.
DETAIL IT 13 2) BLAST REQUIREMENTS, INORGANIC ZINC AND T7700+ SSPC SP10 NEAR -WHITE BLAST
COVER NOT SHOWN FOR CLARITY ALL OTHER COATINGS SSPC SPB COMMERCIAL BLAST UNLESS NOTED.
3) HARDWARE+ NOT DIPPED GALVANIZED
4) GASKETING EPDM
14
..'
15
B
60-12-1012-8$ :'s
"
36' SQ. FILTER FLANGE 3/:161PL
A36
124
A
60-12-love—O
LEVEL INDICATOR FLANGED NOZZLE
18.
19
20
21
-
--------
4 IRING
3/16PL X 714 X 525.2350
A36
1986
"
22
-
-------------
3
RING TOGA X 71' X 525.069'
A1011/40KSI
1424
24
I
25
L,
26
27
28
B
60-00-2000-07
1
ID013R ASSY 3'-0' X 61-8'L.H.
29
-B'60-14-7000-21
1
BASE ANGLE 4' X 3 1/2' X 1/2'
A529
514
30
B
88-12-5804-30 L
;1
HOPPER ASSY. 3/16-PL W/12° D1:A OUTLET
A36
2344
31
B
10-09-0654-34'
1
DRY NAMEPLATE
32
B
60-89-4200-10
1
42' LADDER PAD/STUD LAYI3UT RH
33
34
—
04-38-0150-11
1''F
B. 3/8' X 4' X 150 11/16" LG,
A36
65
35
-
04-38-0045-07
2
F.D. 3/8' X 4' X 45 7/16' LG.
A36
20
36
37
38
39
40
41
42
43
-
EEA0072
15
GAL, EPDXY PRIMER 2.0 MILS
44
-
CEC0114
3
GAL EPDXY PRIMER C.A.
45
-
50-00-0790-05
21
GAL, INORGANIC ZINC BASE
46
-
50-00-0790-06
5.3
GAL. INORGANIC ZINC CONVERTER
47
-
EEAD072
24
—
GAL. FDA EPDXY 4.0 MILS
—
48
-
CEC0114
4.8
GAL. FDA EPDXY C.A.
49
1 -
V01726-100
15
GAL. WHITE URETHANE ENAMEL
50
-
CTC0073
3
GAL. URETHANE CATALYST
—�
SHIP LOOSE ITEM
COATING
51
A
60-12-7007-00
20
ANCHOR BOLT CLIP (3/41)
HDG
52
L
60-95-0000-00
1
—�
SHIM KIT
53
B
50-80-0548-21
1
MANWAY/PRV 20' +2.0/-0.5
54
-
99-00-0805-17
1
SAFETY GATE_27' SWING A-71-27
55
B
60-14-8245-00
1
HANDRAIL ASSY
HAG
56
1 B
60-20-4200-10
1
1421 LADDER ASSY GALVANIZED RH
HDG
57
-
58
B
61-12-8050-48
1
ICR13SSOVER ASSY 5'-0' LG,
HDG
59
-
50-00-0790-02
1
25.6 OZ. INORGANIC ZINC BASE TU
60
-
50-00-0790-03
1
---
6.4 OZ. INORGANIC ZINC CONY. TU
6I
-
EEA0672T
1
PT, FDA EPDXY BASE TU
62
-
CECO114T
1
1/4PT. FDA EPDXY C.A. TU
63
-
V01726-LOOT
2
20 OZ. WHITE URETHANE EMAM. TU
64
-
CTC0073T
2
4 OZ. URETHANE CATALYST TU
65
-
99-99-9999-951
4
1 PAINT BRUSH
5)
ALL FILLET WELDS ARE 3/16 INCH, UNLESS NOTED.
6)
UNLESS NOTED OTHERWISE, HANDRAIL CLIPS ARE LOCATED ON 45, 135, 225, & 315
DEGREE LOCATIONS, AT MAJOR CENTERLINES AND LADDER OPENINGS, CLIPS WILL BE
LOCATED 14 1/4' EACH SIDE OF CENTERLINE TO CENTER OF 9/16'DIA HOLE IN CLIP.
7)
LIFT LUGS ARE LOCATED 21' EACH SIDE OF CENTERLINE.
8)
TAG NUMBER+ NOT REWD.
9)
EST. WEIGHT, 17,600 LBS. (TANK EMPTY)
40' SQ, O.S.
10) OVERALL SHIPPING LENGTHi 43'-4'
11)
SHIPPING WINDOW' 14'-0' SO,
..
36' SO. I.S.
TANK COATING
�yIF
-- -p-----
1) INTERIOR PRODUCT ZONE EPDXY PRIMER
2)
INTERIOR SKIRT EPDXY PRIMER
1
!
I I I
2.
3)
EXTERIOR (SYSTEM 3) FIRST COAT - INORGANIC ZINC PRIMER
i TYP,
E
IT I
Y I
(44) 7/16
INTERMEDIATE COAT - FDA COPDXY
D
C
TOP COAT- WHITE PERFORMANCE URETHANE
DESIGN DATA,
:r
DIA. HLS.
B
1) PRODUCT PVC CONP13UND
2)
PRODUCT COMPACTED BULK DENSITY 38 PCF
A
l
I
3)
ESTIMATED VOLUME 4,450 CU. FT. @ 25 DEG, ANGLE OF REPOSE
REV
4)
FLOW PATTERN MASS FLOW
ro
l 1 1
5) CENTER FILL, CENTER DISCHARGE
6)
GRIND REQUIREMENTS SINGLE PASS SMOOTH
t
7)
DESIGN PRESSURE POSITIVE 14.00 POSITIVE OZ, PER SQ. IN.
8)
DESIGN PRESSURE NEGATIVE 1.00 NEGATIVE OZ. PER SQ, IN.
M
I 1
9) MAX OPERATING PRESSURE POSITIVE 2.00 POSITIVE OZ, PER SQ. IN.
10)
MAX OPERATING PRESSURE NEGATIVE 0.50 NEGATIVE OZ. PER SO. IN.
ki
11) DECK LIVE LOAD 20 PSF
12) WIND LOAD PER FLORIDA BUILDING CODE 2010 148 MPH EXP. C
E-0N
800# MAX LOAD
ITTTFu�
\� M. PgA9i 4�a
No. 72051 1
�A STATE aF
:OAF Do
E'
REVISED DESIGN
DATA. �—
RC
KCL
I MS
05/13/13
REVISED DESIGN
DATA.
KCL
RC
JDN
4/29/13
REVISED PART# ITEM #30 PER CHANGE ORDER. �~
DB
JTF
JDM
2/12/13
°4
ON ITEM #29. _^—
DB
JTF
JDM
249/13,
REVISED ITEM #30 PART#
DB
JTF
JBN
2/8/13'
REVISION
HY
CHKD
APR.
DATE
ELEVATION, DECK &
BILL OF MATERIAL
013'-11"' X 41'-5 1/4"
CARBON
STEEL WELDED TANK
ISTO.A.
NEW TOW""'S❑N COMPANY
PO# 028871-01
WRAGPIHY
DB
DATE 1/30/2013
OR NO.
DRAWING ND.
1 12-51302
1 D-60-14-258®2—nn
JTF
DATE P/l/2013
1m_:1
)EICUMENT, RECIPIENT AGREES THAT ITS CONT
GE, NO PORTION 13F THIS DOCUMENT MA'
WRITTEN PERMISSION FROM CST ST13R
Kl-I
45°
195' 180. 165'
17 28
53
DECK PLAN
A 90' n
CROSSOVER C/L
i ig71ILi[2iWL
20' CENTER DOME/COVER
20' MANWAY/PRV
LIFT LUGS
LEVEL IND. OPENING/CVR
LEVEL IND. OPENING/CVR
LEVEL IND. OPENING/CVR
36' SO. FILTER FLANGE
LEVEL IND. FLANGED NOZZLE
3'-0' X 6'-8' DOOR ASSY.
ACCESSORY
ORIENTATION CHART
SHOP USE ONLY ww
ARC/DELL Am TYPM4L3
NENWREB FEE BRIM SIDES IF
REFERDCE C/L DEGREE UICATEN
_- -- P/L
-- --
-- --
-- "" _
65 3/48" --
-- --
-- --
-- -- p/L
ITEM
Ds
PAST
EiIY
DESCRIPTION
1
-
88-13-5803-01
1
_ 0
DECK IODEG 3/16'PL X 14'--2 5/8'O.D.
ITEM#
DEGREE
LOCATDN
RMM Fl�1
CENTER DF TANK
x-C®RDDNTE
-
Y-CMRZWTE
ELEVATMN
FIOI EAVE TO
C/L OF ITEM
ELFVATDN
FRM BOTTOM
OF TANK STEEL
TO C/L OF ITEM
PRO,ECTIM
FROM EAVE TO
TOP OF ITEN
31EXX THESE
COLUMNS FOR
2
B
50-80-0289-00
1
DOME NECK 20' IOTA 28HL
#'IPE DDT
C/L DF ITEM TD
BE OF 11M
R
C/L
ARC/DOX
MFASLIED FRDN
REFERENCE CAL
B
60-12-5010-21
1
DOME NECK 20° DIA 28HL
4
A
60-12-5010-39
1
DOME CVR TOGA W/5' OD STUB
2/4
0
00
--
--
--
--
--
- _
- _
__
5
A
60-12-5020-99
': 1
HDWR & GSKT ASSY 20'1lIA 28HL
3/53
165
36'
--
--
--
--
--
48 3/4'
180
22'
6
9
90/270
--
--
--
--
--
--
--
--
--
7
13A
135
24'
--
--
--
--
--
60 15/16'
90
66'
8
9
A
60-12-1002-92
4
-
LIFT LUG 3/4' X 6' X 33' LG
13B
135
44'
--
--
--
--
--
40 5/80
90
66`
13C
135
--
--
--
26'-0 15/16'
15'-4 5✓16'
--
--
90
--
10
15
0
54'
1__
__
_._
__
14'
30 7/16'
--
--
11
A
60-12-8007-43
12
HANDRAIL CLIP 6HL
17
1195
48'
1--
--
--
--
11'
36 9/16'
180
22°
12
28
180
__
__
__
-._
__
__
__
__
_-
13
A
60-12-5001-11
3
ILEVEL INDICATOR OPNG W/COVER
14
15
B
60-12-1012-88
1
36' SQ FD_TER FLANGE 3/16'PL
CLASS 2 WELD REQUIREMENTS
o-.�:*'w
}
C/L
DIA HLS
ON 7' D.B.C.
RADIAL/VERTICAL C/L (6) 3/8' DIA
HLS ' SPCD
ON T D.B.C.
L
S
i
m
I / `-(6) 5/16' NUTS
WELDED ON
INTERIOR OF
TANK
DETAIL ITEM 13
COVER NOT SHOWN FOR CLARITY
An, RD. IT.C.
z.s.
I
61
I
I
�
I
1
I
4
}
I
Ib
f
1
bII
t
I
15
88 # MAX LOAD
2'
TYP.
�-(44) 7/16'
DIA. HLS.
16 _
17 1 A 60-12-1000-09 LEVEL INDICATOR FLANGED NOZZLE
19
20
He CO 21 - -------- 4 RING 3/16PL X '71' X 525.235'
p� 22 -------- — ---- 3 RING 10GA X 71' X 525.069'
23
24
25
26 s —
REFERENCE DRAWINGS
WELD MAP B-60-00-000-22
CALLS 12-5802CAL.CS
PLOT PLAN B-88-12-5802-99
20' MANWAY/PRV 8-50-80-0548-21
CROSSOVER ASSEMBLY B-61-12-8050-48
HANDRAIL ASSEMBLY B-60-14-8200-00
ANCHOR BOLT LAYOUT B-67-00-7000-00
HOPPER ASSEMBLY B-88-12-5802-30
SAFETY/OPERATIONAL NOTESi
1.) THIS TANK IS DESIGNED FOR LOADS FROM A DRY FREE FLOWING PRODUCT OF THE
INDICATED DENSITY AND FLOW PATTERN, AND IS NOT DESIGNED FOR BRIDGING OR MASS
FALLING CONDITIONS.
2) DO NOT FIELD CUT ANY OPENINGS IN TANK WITHOUT WRITTEN CONSENT FROM THE
ENGINEERING DEPARTMENT OF CST STORAGE.
3) APPLICATION OF LOADS TO TANK FROM EQUIPMENT, OTHER THAN NOTED ON THIS
DRAWING, MUST BE APPROVED IN WRITING BY CST STORAGE PRIOR TO INSTALLATION.
4) WIND BRACING TO BE FURNISHED BY CUSTOMER AS REQUIRED FOR EQUIPMENT ON TOP
OF TANK.
5) TANK FOUNDATIONS SHALL BE LEVEL WITHIN 1/8' IN ANY 30 FT. CIRCUMFERENCE
UNDER THE SHELL. LEVELNESS ON THE CIRCUMFERENCE SHALL NOT VARY MORE THAN
,./4` w ROM AN ESTABLISHED PLANE,
6) CUSTOMER TO ASSURE PROPER TANK VENTILATION IS PROVIDED AND MAIN1"AINED.
7) IF ANCHOR BOLTS ARE NOT PROVIDED BY CST STORAGE OR IF TANK IS SUPPORTED BY
LOAD CELLS, PROPER ANCHORING FOR ALL WIND AND SEISMIC LOADS IS THE
RESPONSIBILITY OF THE CUSTOMER.
8) THIS TANK IS DESIGNED FOR SYMMETRICAL LOADING (CENTER DISCHARGE) UNLESS
DESIGNED FOR SIDE DISCHARGE, SOME DISCHARGE EQUIPMENT CONFIGURATIONS MAY CAUSE
A NON -SYMMETRICAL DISCHARGE PATTERN WITH CERTAIN BULK SOLIDS WHICH COULD
RESULT IN STRUCTURAL DAMAGE TO THE TANK. PRECAUTIONS SHOULD BE TAKEN TO INSURE
THE PRODUCT FLOWS IN A SYMMETRICAL, CENTER DISCHARGE PATTERN. CST STORAGE IS
NOT RESPONSIBLE FOR DAMAGE TO THE TANK AS A RESULT OF A PRODUCT FLOW PATTERN
OTHER THAN THE INTENDED FLOW PATTERN.
9) FOR TANKS WITH HOPPERS, ALLOWANCE 17OR UNRESTRICTED EXPANSION AND
CONTRACTION OF THE HOPPER IS REQUIRED, F"LEXIBLE CONNECTIONS OR OTHER DEVICES TO
BE DESIGNED, FURNISHED, AMD INSTALLED BY OTHERS,
FIELD NOTES,
1) CUSTOMER MUST ALLOW 100 FT, PLUS TANK HEIGHT CLEAR SPACE FOR UNLOADING.
2) TERRAIN MUST BE PHYSICALLY MANEUVERABLE.
3) TOUCH-UP ALL SCRATCHES WITH PROVIDED TOUCH-UP PAINT,
4) FOR TANKS SUPPORTED ON STRUCTURAL STEEL, SHIMS MAY BE REQUIRED BETWEEN THE
TANK BASE AND STRUCTURE TO ACHIEVE COMPLETE SUPPORT, SHIMS ARE TO BE
FURNISHED AND INSTALLED BY OTHERS.
TANK DATA,
1) TANK IS DESIGNED FOR 100 PERCENT PERIMETER SUPPORT.
2) BLAST REQUIREMENTS, INORGANIC ZINC AND TT700+ SSPL' SP10 NEAR -WHITE BLAST
ALL OTHER COATINGS SSPL SP6 COMMERCIAL BLAST UNLESS NOTED.
3) HARDWARE, HOT DIPPED GALVANIZED
Al) GASKETINGi EPDM
5) ALL FILLET WELDS ARE 3/16 INCH, UNLESS NOTED.
6) UNLESS NOTED OTHERWISE, HANDRAIL CLIPS ARE LOCATED ON 45, 135, 225, & 315
DEGREE LOCATIONS, AT MAJOR CENTERLINES AND LADDER OPENINGS, CLIPS WILL BE
LOCATED 14 1/4' EACH SIDE OF CENTERLINE TO CENTER OF 9/16'DIA HOLE IN CLIP.
7) LIFT LUGS ARE LOCATED 21' EACH SIDE OF CENTERLINE,
8) TAG NUMBER, NOT REQ'D.
9) EST. WEIGHT, 17,600 LBS. (TANK EMPTY)
10) OVERALL SHIPPING LENGTH, 43'-4'
it) SHIPPING WINDOW, 14'--0' SQ,
TANK COATING
1) INTERIOR PRODUCT ZONE EPDXY PRIMER
2) INTERIOR SKIRT EPDXY PRIMER
3) EXTERIOR <SYSTEM 3) FIRST COAT - INORGANIC ZINC PRIMER
INTERMEDIATE COAT - FDA COPDXY
TOP COAT- WHITE PERFORMANCE URETHANE
DESIGN DATA,
1) PRODUCT PVC COMPOUND
2) PRODUCT COMPACTED BULK DENSITY 38 PCF
3) ESTIMATED VOLUME 4,450 CU. FT. @ 25 DEG, ANGLE OF REPOSI
4) FLOW PATTERN MASS FLOW
5:) CENTER FILL, CENTER DISCHARGE
6) GRIND REQUIREMENTS SINGLE PASS SMOOTH
7) DESIGN PRESSURE POSITIVE 14.00 POSITIVE OZ. PER SO. IN,
8) DESIGN PRESSURE NEGATIVE 1.00 NEGATIVE OZ. PER SO. IN.
9) MAX OPERATING PRESSURE POSITIVE 2,00 POSITIVE OZ. PER SQ. IN.
10) MAX OPERATING PRESSURE NEGATIVE 0.50 NEGATIVE OZ. PER SO. IN,
11) DECK LIVE LOAD 20 PSF
12) WIND LOAD PER FLORIDA BUILDING CODE 2010 _148 MPH EXP. C
28`I B 60-00-2000-07 1 IDUOR ASSY 3'-0" X 6'-8'L,H.
29 B 60-14-7000-21 1 1 BASE A14GLE 4' X 3 1/2' X 1/2'
AA 30 1 $ 88-12-5802-30 1 jHUPPER ASSY. 3/16-PL W/12' DIA OUTLET
31 B 10-09-0654-34 i DRY NAMEPLATE
32
33
34 - 04-38-0150-11
35 - 04-38-0045-0'
36
37
I F.B. 3/8' X 4" X 150 11/16' LG.
2 F.B. 3/8' X 4" X 45 7/16' LG.
MAT'L Lid I EST. WT.
!6 1199
A36 142
A36 1124
1986
1424
65
20
40
41
42
--
43
-
EEA0072
15
GAL. EPDXY PRIMER 2.0 MILS
44
-'
CECO114
3
GAL. EPDXY PRIMER C.A.
_
45
-
50-00-0790-05
21
1 GAL, INORGANIC ZINC BASE
_
46
-
50-00-0790-06
5.3
GAL, INORGANIC ZINC CONVERTER
47
' •-
EEA0072
24
GAL. FDA EPDXY 4.0 MdLS
48
-
CECO114
4.8
GAL. FDA EPDXY C.A.
49
-
I V01726-100
15
_
GAL, WHITE URETHANE ENAMEL
SO
-
CTC0073
3
GAL. URETHANE CATALYST
SHIP LOOSE 'ITEMS
COATING
51
A
60-12-7007-00
20
ANCHOR BOLT CLIP (3/4')
HDG
52
L
60-95-0000-00
1
SHIM KIT
53
B
50-80-0548-21
1
MANWAY'/PRV 20' +2.0/-0.5i
54
55
B
60-14-8200-00
_
1
HANDRAIL ASSY
HDG
56
57
58
B
61-12-8050-48
1
CROSSOVER ASSY 5'-C' LG.
HAG
59
-
50-00-0790-02
1
25.6 OZ. INORGANIC ZINC BASE TO
60
-
50-00-0790-03
1
6.4 OZ. INORGANIC ZINC CONY. TO
61
-
EEA0072T
I
PT. FDA EPDXY BASE TO
62
1 -
I CECO114T
I 1
1/4PT. IFDA EPDXY C.A. TO
63
1 -
I V01726-IOOT
1 2
120 OZ. WHITE URETHANE ENAM. TO
64
1 -
I CTC0073T
1 2
14 OZ. URETHANE CATALYST TO
65
-
199-99-9999-951
4
1 PAINT BRUSH
* No. 72051
9_ V STATE OF a ,�
REVISE DESIGN DATA
RC
KCL
I MS
05/13/13
C
REVISED DESIGN DATA.
GRADE ON ITEM #29,
_ ®--
KCL
DE
RC
JTF
JDM
JDM
4/29/13
2/8/13
BE4
A
REVISED ITEM #30 PART#.
REVISION
DB
BY
JTF
CHKII
JDM
APR.
2/8/13
DATE
&V
ELEVATI❑N,
DECK &
BIL_L ❑F MATERIAL
013'-11"
X 41'-5
114"
CARBON
STEEL WELDED TANK
:CST❑,A,
NEWTON
9: S[7fJ COMPANY
-
P❑#
028871-01
SINNMGM
BY DID
DA i/qn/anla
GIRDER 0.
DRAWING N0
12--5803 I D-60-14-25803--00
'SESSION OF THIS DOCUMENT, RECIPIENT AGREES THAT ITS CONTENTS
TS OF CST STORAGE. NO PORTION OF THIS DOCUMENT MAY BE
MANNER WITHOUT' WRITTEN PERMISSION FROM CST STORAGE..
34
9O 270• - - -- - -
90' c)
1
CROSSOVER C/L `-CROSS
I \ 11
1 :354
---T__
1c3A
13B
195' 1804 165' 13C
17 28 3 `
O 53
DECK PLAN
i
W
- ITEN IDS PART NUMBER Q7Y DESCRIPTION MAT1L GR EST, WT.
ACCESSORY ORIENTATION CHART �-
- 1 - 88-13-5803-01 1 DECK lO1lEG 3/161PL X 14'-12 5/810.D. A36 1199
w3Kw THESE COLUMNS FOR SHOP USE ONLY *W* 2 B 50-80-0289-00 1 DOME NECK 20' DIA 28HL
MEVAT=
E"ATIM Rm BOTTM PR LMMIN MOE BB£TISM ARCAM ARC/STELE ARC 3 B 60-12-5010-21 1 DOME NECK 20' DIA 28HL _
EI EE RABBIS FM RM EAVE TO IF TANK MIL FTIM EAVE TO CA. OF nEN M RFFFilENCE WARM FM MFASIMEH F" WRi SUES IF ---
DESCRIPTION ITEM# LOCATBM CENTER ff TAW X TE Y TE C/L OF ITEM TO CA. IF ITEM TOP OF ITEM EM£ OF DECK C/L REFERENCE C/L MICE CA_ BECU UOCATOM 4 A 60-12-5010-39 1 DOME CVR TOGA W/5' OD STUB
20' CENTER DOME/COVER 2/4 0 0' -- -- -- ®� -'" �- -- -- - -- P/L 5 A 60-12-5020-99 1 HDWR & GSKT ASSY 20'DIA 28HL
20' MANWAY/PRV 3/53 165 36' -- -- -- -- -- 48 3/4' ISO 22' _ __ 6
LIFT LUGS 9 90/270 -- -- -- -- -- -- __ 7
LEVEL, IND. OPENING/CVR 13A 135 24' -- -- -- -�• 60 15/16' 90 66' - -- 8
LEVEL IND. OPENING/CVR 13B 135 44' -- -- - -- 40 5/8' 270 66' -- 9 A 60-12-1002-92 4 LIFT LUG 3/4' X: 6' X 33' LG A36 42
LEVEL IND, OPENING/CVR 13C 135 -- -- -- 26'-0 15/16' 15'-4 15/16' -- -- 90 -- 65 3/4' -- 10
36' SO. FILTER FLANGE 15 0 54' - -- -- -- 34' 30 7/16' -- -- `- 11 A 60-12-8007-43 1.2 HANDRAIL CL.IP_6HL
LEVEL IND, FLANGED NOZZLE 17 195 48' -- - - -- 11' 36 9/16' IN 22' -- -- 12
-8' DOOR ASSY, 28 180 -- - �- - -- -' -- -- -- P/L 13 A 60-12-5001-11 3 LEVEL INDICATOR OPNG W/COVER
14
15 H 60-12-1012-88 1 36' SQ. FILTER FLANGE 3/161PL A36 124
CLASS 2 WELD REQUIREMENTS
16 __
17 A 60-12-1000-09 LEVEL INDICATOR FLANGED NOZZLE
i8
VER C/L 19,
20
21 - 4 RING 3/16PL X 71' X 525.235' A36 Y986
22 -------- —^--- 3 RING 10GA X 710 X 525,069' A1011140KSI 1424
23
File Co
24
25
d p 26 —
S
-
- 27
k I I
5 r—
�� I RADIAL C/L 28 B 60-00-2000-07 1 DOOR AS
3'-0" X 6'-8'L:H.
/ \ REFERENCE DRAWINGS A 29 B 60-14-7000-21 1 BASE A14GLE 4' X 3 1/2' X 112' A529 514
1 I WELD MAP B-60-00-000-22 30 B 88-12-5804-30 1 HOPPER I1SSY. 3/16'PL W/12' DIA, OUTLET A36 2344
b\ j� CALLS 12-5802CALCS 31 B 10-09-0654-34 1 DRY NAMEPLATE
(6) 3/80 DIA HLS PLOT PLAN H-88-12-5802-99 32
\ EQ SPCD ON 7' D.B.C, 20' MANWAY/PRV` ° H-50-80-054I3-21 33
\ CROSSOVER ASSEMBLY 8-61-12-8050-48 34 04-38-0150-11 1 F.B. 3/80 X 4' X 150 11/16' LG. A36 65
HANDRAIL ASSEMBLY B-60-14-8200-00 35 - 04-38-0045-07 2 F,R 3/8' X 4' X 45 7/16' LG. A36 20
ANCHOR BOLT LAYOUT B-67-00-7000-00 36
1 I v HOPPER ASSEMBLY 8-88-12-5804-30 37
38 -
SAFETY/OPERATIONAL NOTES,
1.) THIS TANK IS DESIGNED FOR LOADS FROM A DRY FREE FLOWING PRODUCT OF THE 3e
INDICATED DENSITY AND FLOW PATTLRN, AND IS NOT DESIGNED FOR '9RIDGING OR MASS 40
FALLIP3 CONDITIONS.
2) DO NOT FIELD CUT ANY OPENINGS IN TANK WITHOUT WRITTEN CONSENT FROM THE 41
ENGINEERING DEPARTMENT OF CST STORAGE. 42
17 3) ArPLICATION OF LOADS TO TANK FROM EQUIPMENT, OTHER THAN NOTED ON THIS 4= - EEA0072 15 GAL. EPDXY PRIMER 2,0 MILS
DRAWING, MUST BE APPROVED IN WRITING BY CST STORAGE PRIOR TO INSTALLATION,
]�EIA1l, 4) WIND BRACING TO BE FURNISHED BY CUSTOMER AS REQUIRED FOR EQUIPMENT ON TOP 44 - CECO114 3 GAL, EPDXY PRIMER C.A.
- OF TANK. _. ---
5) TANK FOUNDATIONS SHALL BE LEVEL WITHIN 1/8' IN ANY 30 FT. CIRCUMFERENCE 45 - 50-00-0790-05 21 GAL, INORGANIC ZINC BASE:
UNDER THE SHELL, LEVELNESS ON THE CIRCUMFERENCE SHALL NOT VARY MORE THAN 46 - 50-00-0790-06 5.3 GAL, INORGANIC ZINC CONVERTER
" 44� F ROM AN ESTABLISHED PLANE. �—
" � x" 6i CUSTOMER TO ASSURE PROPER TANK VENTILATION IS PROVIDED AND MAINTAINED. 4'e - EEA0072 24 GAL. FIIA EPDXY 4.O MILS
7) IF ANCHOR BOLTS ARE NOT PROVIDED BY CST STORAGE OR IF TANK IS SUPPORTED BY 45 - CEC0114 4.8 GAL. FDA EPDXY C.A.
LOAD CELLS, PROPER ANCHORING FOR ALL WIND AND SEISMIC LOADS IS THE 4c; _ V01726-100 15 GAL. WHITE URETHANE ENAMEL
Y RESPONSIBILITY OF THE CUSTOMER,
8) THIS TANK IS DESIGNED FOR SYMMETRICAL LOADING (CENTER DISCHARGE) UNLESS 50 - CTC0073 3 GAL. URETHANE CATALYST
DESIGNED FOR SIDE DISCHARGE, SOME DISCHARGE EQUIPMENT CONFIGURATIONS MAY CAUSE SHIP LOOSE ITEMS COATING
A NON -SYMMETRICAL DISCHARGE PATTERN W1I'H CERTAIN BULK SOLIDS WHICH COULD _
RESULT IN STRUCTURAL DAMAGE TO THE TANK. PRECAUTIONS SHOULD BE TAKEN TO INSURE 51 A 60-12-7007-00 20 ANCHOR BOLT CLIP (3/4') HDG
THE PRODUCT FLOWS IN A SYMMETRICAL, CENTER DISCHARGE PATTERN. CST STORAGE IS
RADIAL/VERTICAL. C/L C6) 3/8' DIA NOT RESPONSIBLE FOR DAMAGE TO THE TANK AS A RESULT OF A PRODUCT FLOW PATTERN 5E L 60-95-0000-00 1 SHIM KIT
j(6) / SPCD OTHER THAN THE INTENDED FLOW PATTERN. 53 B 50-80-0548-21 1 MANWAY/PRV 20' +2.0/-0.5
y _J ON T D,B,C, 9) FOR TANKS WITH HOPPERS, ALLOWANCE FOR UNRESTRICTED EXPANSION AND
LLL CONTRACTION OF THE HOPPER IS REQUIRED, FLEXIBLE CONNECTIONS OR OTHER DEVICES TO 54
BE DESIGNED, FURNISHED, AND INSTALLED BY OTHERS, 55 B 60-14--8200-00 1 HANDRAIL ASSY HDG
I FIELD NOTES, 56
- - I) CUSTOMER MUST ALLOW 100 FT. PLUS TANK HEIGHT CLEAR SPACE FOR UNLOADING. 57 _
2) TERRAIN MUST BE PHYSICALLY MANEUVERABLE. 58 B 61-12-8050-48 1 CR13SSEIVER ASSY 5'-0' LG. HDG
1 3) TOUCH-UP ALL SCRATCHES WITH PROVIDED TOUCH-UP PAINT.
91P\ I (6) 5/16' NUTS 4) FOR TANKS SUPPORTED ON STRUCTURAL STEEL, SHIMS MAY BE REQUIRED BETWEEN THE 59 - 50-00-0790-02 1 25.6 OZ. INORGANIC ZINC BASE TU
WELDED ON TANK BASE AND STRUCTURE TO ACHIEVE COMPLETE SUPPORT, SHIMS ARE "f0 BE 60 - 50-00-0790-03 1 6,4 OZ. INORGiANIC ZINC CONV. TU
INTERIOR OF FURNISHED AND INSTALLED BY OTHERS.
TANK 61 - EEA0072T 1 PT. FDA EPDXY BASE TU
TANK DATA, 62 - CECO114T 1 1/4PT. FDA EPDXY C.A. TU
1) TANK IS DESIGNED FOR 100 PERCENT PERIMETER SUPPORT. 63 - V01726-IOOT 2 20 OZ, WHITE. URETHANE FNAM. TU
13 2) BLAST REQUIREMENTS, INORGANIC ZINC AND TT700+ SSPC SP10 NEAR -WHITE BLAST -- -
ALL OTHER COATINGS SSPC SP6 COMMERCIAL BLAST UNLESS NOTED. 64 - CTC0073T 2 4 OZ, IRE1'HANE= CATALYST TU
COVER NOT SHOWN FOR CLARITY 3) HARDWARE, HOT DIPPED GALVANIZED 65 - 99-99-999' 4 PAINT BRUSH
4) GASKETING, EPDM
5) ALL FILLET WELDS ARE 3/16 INCH, UNLESS NOTED,
6) UNLESS NOTED OTHERWISE, HANDRAIL CLIPS ARE LOCATED ON 45, 135, 225, & 315 �IIAiJepq
DEGREE
LOCA
TIONS. AT MAJOR CENTERLINES AND LADDER OPENINGS, CLIPS WILL BE
LOCATED 14 1/4' EACH SIDE OF CENTERLINE TO CENTER OF 9/16 DIA HOLE ITN CLIP, QN� °°AR9s�9®
7) L.IFT LUGS ARE LOCATED 21' EACH SIDE OF CENTERLINE. vGENS�c
8) TAG NUMBER, NOT REQ'D,
II
WEIGHT, 17,600 LBS. (TANK EMPTY)72E)51
40 SO. O.S. 10) OVERALL SHIPPING LENGTH, 43'-4' G�
�S) 3TATE,OF 4
I
36' SO. LS, 11) SHIPPING WINDOW, 14'-0' SQ. �.�� '6(0EII�Pr C? c
TANK COATING
- ° 1) INTERIOR PRODUCT ZONE EPDXY PRIMER 1F11
I 2, 2) INTERIOR SKIRT EPDXY PRIMER ---
�Yp, 3Y EXTERIOR (SYSTEM 3) FIRST COAT - INORGANIC ZINC PRIMER -I
Imp INTERMEDIATE COAT - FDA COPDX'Y--
{ ,
rj[
I TOP COAT -WHITE PERFORMANCE URETHANE
o C REVISE DESIGN DATA. RC KCL MS O5/13/13 `~
n 1 (44) 7/16" DESIGN DATA, T KCL RC JDM 4/29/13
l DIA, HLS. 1) PRODUCT PVC COMPOUND B REVISED DESIGN DATA. e
{ I — REVISED ITEM #34 & #35 & REVISED MAT'L T(iRADE I1N DH JTF JDM 8/8/13
2) PRODUCT COMPACTED BULK DENSITY 38 PCF A ITEM #29.
rn 3) ESTIMATED VOLUME 4,450 CU. FT. Q 25 DEG, ANGLE OF REPOSE HY CHKD APR. BATE
} I } 4) FLOW PATTERN MASS FLOW REV REVYSIotd DECK
r� ® BILL
y /� p T
m 1 1 1 5) CENTER FILL, CENTER DISCHARGE ELEVATION; 1.� E 1. ho Os I) I L L ❑ F M f 1 T E I� l A L y: -'
6) GRIND REQUIREMENTS SINGLE PASS SMOOTH 013'-11A' X 41'---5 1/4" CARBON STEEL WELDED TANK
7) DESIGN PRESSURE POSITIVE 14,00 POSITIVE OZ. PER SQ. IN. ❑,A, NEWTON S ❑ N COMPANY
1 I I 8) DESIGN PRESSURE NEGATIVE 1.00 NEGATIVE OZ. PER SQ. IN, r, PO# 028871-01
9) MAX OPERATING PRESSURE POSITIVE 2,00 POSITIVE OZ, PER SQ, IN.
10) MAX OPERATING PRESSURE NEGATIVE 0.50 NEGATIVE 02. PER SQ, IN.swimaBY DB BAT " 1/30/2013 ORDER NO. DRA'WYNG Nt1. (j ^ ��}} (�
11) DECK LIVE LOAD I 11-60--.1 t,—L._.5804-00
20 PSF JTF 2/1/2013 12-5804
15 12) WIND LOAD PER FLORD1A BUILDING COIN= 2010 148 MPH EXP. C BAT,
MS 2/4/2013
E AIL ITEM
MAX LOAD CONFIDENTIAL / TRADE SECRETS, BY ACCEPTING POSSESSION OF THIS DOCUMENT, RECIPIENT AGREES THAT ITS CLTNTENTS
ARE CONFIDENTIAL, PROPRIETARY TRADE SECRETS OF CST STORAGE. NO PORTION OF THIS DOCUMENT MAY BE
REPRODUCED, DISTRIBUTED OR USED IN ANY MANNER WITHOUT WRITTEN PERMISSION FROM CST STORAGE.