HomeMy WebLinkAboutConstruction Plans'A' ANCHOR BOLTS
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ANCHOR BOLT PLAN
HOLD DOWN CLIP
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NOTES:
1) DIMENSIONS SHOWN! ARE TO NEAREST 1/16".
2) PEEN) THREADS OF BOLT AFTER TIGHTENING.
3) BEFORE PLACEMENT OF GROUT. BASE OF TANK TO BE LEVEL a-1/8" IN
ANY 30' CIRCUMFERENCE UNDER THE SHELL AND —1/4" FROM A PLANE
ON THE TOTAL CIRCUMFERENCE_
4) GROUT IS TO BE HIGH STRENGTH NON -SHRINKING GROUT WITH A MINIMUM
COMPRESSIONI STRENGTH OF 7000 PSI AT 28 DAYS.
5) ANCHOR BOLT DESIGN PER AISC PART 4, A307 ANCHOR BOLT MINIMUM STEEL
Fu = 60000 PSI. EMBEDMENT DESIGN PER ACI 349 App B AND ACI 355.
MINIMUM CONCRETE F'c - 3000 PSI.
a
HEAVY HEX NUT
FLAT WASHER-
INTERIOR TANK SHELL
4"
'D' REF
BASE -ANGLE
1
2" MIN. GRIP
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FOUNIDAT I ON
DIA. ANCHOR BOLT
I
10" MIN. 1 8" MIN_
SECTION 'A. -'A"
0
Of
z
TANK DIAMETER
'A' OTY
"B"
DIA. B.C.
'C'
CHORD
'D' REF
7"-0"'
8
6"-1
1/2""
2"-4
1/8''
5
1/4''
7'-9..
8
6"-11
1/2''
2'-7
15/16'"
4
3/4..
8'-0"
8
7'-1
1/2''
2'-8
3/4''
5
1/4'
8'-6"
12
7'-8
1/2''
I' -II
15/l6"
4
3/4'
9'-0"
12
8'-1
1/2''
2'-1
1/4''
5
1/4''
12
8'-8
1/2''
2'-3
I/16"
4
3/4''
10'-0
"
12
9'-1
1/2 ''
2'-4
5/16 ''
5
1/4''
I0,_6,
16
9'-8
1/2'
1'-10
3/4''
4
3/4''
]I'-0'"
I
IC'-1
1/2'
["-1]
II/I6'
5
I/4'"
11'-6
—
IG
10'-8
I/2''
2.-1
1/16'"
4
3/4''
1]'-]1
"
16
II'-1
1/2.'
2'-2
1/16'"
4
3/4..
12'-4'
16
11 `6
[/2'
2'
3"
4
3/4"
12'-6'
16
11'-8
1/2..
2'-3
7/16''
4
3/4..
12'-9..
16
I1'-10
1/2''
2'-3
13/16'"
5
1/4'
12'-11'.
20
12'-1
1/2 ''
1`
10 3/4''
4
3/4."
IJ
-3
20
12"-5
I/2''
1'-]1
3/8''
4
3/4 "
13"-6"'
20
12'-8
1/2 ''
1"-]1
7/8''
4
3/4 "
13'-11'"
20
13
1
I/2''
2'-0
5/8.', `.F4,
3
14'-11
"
20
14'-1
I/2''
2
2
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Richard V.D. Field
Florida P.E. No. 52451
CAST -IN -PLACE ANCHOR BOLT TOLERANCE
PROJECTION
I/4"
POSITIONING
1/4"
PLUMBNIESS
3 DEG. FROM TICAL
REF. ACI 355
12 5/16"
( REF )
s,
cYI
N
I
TOP VIEW
I 1/9"
(REF)
ITEN D/s PART NO. OTY1 DESCRIPTION
I - 50-80-0548-01 1 MANWAY PRV COMBINATION 20" D[A.
2 A 10-09-0164-28 4 MANWAY GASKET 7HL SECTION 4 PC SET
3 775GO0814 28 BOLT 1/2X1-1/2 LG SO HD HDG
4 - 782G00800 28 NUT 1/2 HEX HDG
5 33-00-0000-23 1 28 WASHER 1/2 LOCK M/GALV
16"
( REF )
CV I . u . uu FCC IN CI, I\
WELDED IN TANK DECK SECTION 'A' -'A'
F 11
REVISED ITEMS #3 5 44
MP 11
JMc
I KS
10/O2
E
P.EVISED AND REDRAWN
MP
JMc
KS
3/UI
CONFIDENTIAL
D
REV.. ITEM #I PART NO.
JF
MS
GC
1/98
SCALE
NTS
THIS DRAWING IS THE
PROPRIETARY PROPERTY OF
COLUMBIAN TEC TANK.
C
REDRAWN ON CAD
JMc
RB
GC
4/97
DON,
DC 9/25/86
AND SHALL NOT BE USED NOR
REPRODUCED N]THOUi THE
e
REV ITEM 4
S 5
N S
GC
1 ^c / 9
EHK.
R C 9/ 2 5/ 8 6
EXPRESS WRITTEN CONSENT
OF THE CORPORATION.
A
REv.
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R,FV. HARDWARE
BDK
R7
DC
CHK
GC
APP
8/90
DATE
aPP.
GC 9/25/86
MAIL GP,I WT#
ti
0
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Q
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ECK
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Richard V.D. Field
Florida P.E. No. 52451 j
2.0 OZ. PRESSURE AND 0.5 OZ. VACUMN
20" MANWAY/PRV
TecTal In ASSEMBLY
flEL. N0.
Bi 50-80-0548-21
r
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4 - 1 '
I
8
I
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REF. TANK
HANDRAIL ASSY.
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0C
S
EAyL L11`IL
IAINK 1.1). Ill IANK 1.U. `LHVL L11NL
WE
TYPICAL GRATE ATTACHMENT
15
I TEM
D/Sj
PART NO.
1
I B
61-12-8050-16
2
A
60-12-8002-42
3
A
60-12-8002-43
4
-
13-40-0490-74
5
99-00-0008-05
6
50-88-I100-48
7
03-15-0611-18
8
60-12-8050-13
9
33-00-0000-02
10
10-09-031G-03
11
-
33-00-0000-25
12
-
18-03-0111-13
13
18-03-0110-11
14
99-00-0900-49
15
03-06-0004-11
16
03-01-0111-16
17
OTY
DESCRIPTION
M,ATL GR
WT#
I
CROSSOVER FRAME 26 " WIDE X 4'-0 "
5052-H32
27
2
HANDRAIL POST RH HDG
A36
15
2
HANDRAIL POST LH HDG
A36
15
4
PIPE 1 1/4"" DIA, SCH40 X 49'' LG
6061-T6
3
8
PIPE CAP HOLLANDER MOD #62
8
U-BOLT 1 1/4"'PIPE CNUTS FURNISHED)
16
WASHER 3/8"'DIA FLAT ZINC
2
BARGRATE 1 1/4 X 3/16 X 24"" X 25•'
A-569
38
8
BOLT 1/2—DIA X 1 1/2 SO HD MG
8
NUT 1/2 DIA HEX HDG
-
8
WASHER 1/2 DIA FLAT MG
2
RESTRAINING CABLE
4
CABLE CLAMP
8
BARGRATE CLIP 1 1/4'' X 3/16'"
8
BOLT 1/4'"DIA X 1 '' HEX HD ZINC
8
NUT 1/4•"DIA HEX ZINC
�t1�1111Plppp1 ( -- --
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S Tooff° ••° ••°°°•0.• l 'o Florida P.E. No. 52451
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ASSY WT.=175#
CONFIDENTIAL
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REDRAWN
BW
JMC
SHEDD
of
scATE
FITS
_
CROSSOVER ASSEMBLY
C
PMM
RB
SHEDD
9/1
/98
ORH
BUK 7/28/90
THIS DRAWING IS THE
PROPRIETARY PROPERTY OF
REVISE DRAWING SIZE
_ =
ALUMINUM
" '
COLUMB[AN iECTANK.
_
��
26 WIDE X 4 L G
B
KS
EVH
SHEDD
4/�
/93
EHK KLH 8/1/90
AHD SHALL NOT BE USED NOR
REPRODUCED WITHOUT THE
P'tVISE HARDWARE
c �u u
OIL, 110.
EXPRESS WRITTEN CONSENI
A
REVISE 6 REDRAWN
KLH
DC
SHEDD
12/20
i90
APP
OF THE CORPORATION,
B
61 - 12-8050- 17
P,EV.
BY
CHK
APP
DATF
`, J/I/�O
-
270"
•
13'-11" OD
'B' 'B'
A 1 1
2250
135°
i
3150 j 450
00
�nrlu n n
ORIENTATION CHART-
ITEM
D/S
PART NO.
QTY
DESCRIPTION
MAT'L. GR.
EST. WT.
1
-
60-14-3161-OC
1
HOPPER SHEET 3/16'' PL CS
A36
2221
ITEM
REF
DEGREE
ARC
MEASURED
FROM NEAREST
MAJOR C/L
SLOPE
MEASURED
FROM TOP
OF HOPPER
SLOPE
MEASURED
FROM BTM
OF OUTLET
2
-
60-01 -31 62-00
1
OUTLER CONE 3/1 6'' PL CS
A36
104
3
A
60-12-6000-46
1
OUTLET FLANGE PL 3/16" CS
A36
9
12"
PLATE OUTLETS
12" I.D.
C3
2700
6) 7/16''
\. HLS.
V
1,� 0 111
9 00
4" 4''
VIEW 'B-'B'
CONFIDENTIAL/TRADE SECRETS
D
F
BY ACCEPTING POSSESSION OF
THIS DOCUMENT, RECIPIENT
AGREES THAT ITS CONTENTS
C
ARE CONFIDENTIAL, PROPRIETARY
I'
TRADE SECRETS OF COLUMBIAN
8
REVISED BORDER
ORITION
THST DOCUMENT MAY BE OF
REPRODUCED, DISTRIBUTED,
AWITHOUT
OR USED IN ANY MANNER
WRITTEN PERMISSION
FROM COLUMBIAN TECTANK.
REV.
REVISE) FOR RELEASE
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5'-9 3/8"
27'-9 5/8''
DETAIL ITEM #1
37 1 /4'R
9'-9" ARC
12 3/16"R
I
I 24 5 16"
74 1 2"
DETAIL ITEM #2
SCALE
NTS
DRN.
BDK 8/19/94
TR SHEDD SHEDD 3/31/0 CHK.
JEW 10/14/94
APP.
DDM JEW DRS 10/14/ i)RS 10 14 94
BY CHK. APP. DATE / /
COLUMBAN
TecTank
RC
I Richard D. Field
Florida P.E. No. 52451
REL- NO.
ASSY WT: 2333#
HOPPER ASSY
12'' OUTLET
B 60-1 4-31 60-00