HomeMy WebLinkAboutPermit 0811 - Cello Bag Company - Silos0811 17100 West Valley Rd Cello Bag Company Belton Construction (2) storage silos $30,200.00
CITY OF TUKWILA BUILDING DEPARTMENT
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177
LOCATION OF WORK / NUMBER & STREET
17100 West Valley Road
LOT
OWNER
BLOCK
PERMIT NUMBER
No 811
SUBDIVISION
Cello Bag Company, Inc.
ADDRESS
P. 0. Box 88883 Tukwila, Wash.
PHONE 226 -6600
NAME OF BUILDER
Belton Fabricating and Construction Co.
STATE LICENSE NO.
SALES TAX NOC- 600 -160 -290
ADDRESS
260 So. Third St. Chowchilla, Calif.
93610
PHONE
209 -665 -4435
INSPECTION RECORD
FOOTINGS
BUILDING
PERMIT
VOID IF WORK IS NOT
COMMENCED IN 120 DAYS
11/6/75
ESTIMATED VALUE
COMPLETED WORK $ 30,200.00
FOUNDATION
PERMIT FEE $ 130.00
FRAMING
PLAN CHECK FEE $ 84.50
LATE PERMIT FEE $
TOTAL FEE $ 214.50
TYPE OF
CONST.
OCCUPANCY
GROUP
DATE ISSUED
3/6/76
FIRE
ZONE
USE
ZONE
EXPIRATION DATE
FINAL
FIRE SPRINKLERS
REQUIRED
MAX.
OCC. LOAD
MI Yes INN°
DESCRIPTION OF WORK:
Install two Butler Storage Silos on preinstalled concrete slab.
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS.
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND
SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORPNVANCES.
CALL FOR INSPECTION
BEFORE WORK IS CONCEALED OR
POURING CONCRETE
PHONE
242-2177
FINAL INSPECTION BEFORE OCCUPANCY
APPLICANT
BY
•I
et
SUBJECT TO COMP I-
INFORMATIO LED
BUILDING DIRECTOR
BY
NC
ITH THE ORDIN
EWITH, THIS PER
C SOFT
TI GRANT
CITY OF TU
D.
AND
CITY 0E .TUMILfs4 HELM IE OPTIC: E T
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177
LOCATION OF WORK / NUMBER & STREET
l 7/
f
LOT
DINNER
BLOCK
SUBDIVISION
VAME OF BUILDER` B p STATE LICENSE NO.
E27 -6-i ,eR /C.%3' ;rl/4.Yee //6- 7KC.li°' / /t1J�( �ar SALES TAX MO.0 6CS0760'i LCD
0.DDRESS , e/4o'x C'�t; `, k/ o - ' fPHON7.. ‘‘'--=; f 6—
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• .
•
•
S
•
•
.
• •
.
'
•
APPLICATION
5 , /, V�/� a 0_
< ESTIMATED VALUE (�, (,
". COMPLETED WORK S •
PE' IT FEE 3b--'"
' FOR
; 1'
r BUILDING PERMIT .
•
`PANCHE K EE
r.LA EPERMI FEE
iv
; TOTAL FEE
TYPE OF
CONST.
OCCUII"ANC*Y
GROUP
DAM ISSUED
FIRE
ZONE
USE .:
ZONE
EXPIRATION DAlf
� FIRE SPRINKLERS
REQUIRED El Yes III No
MAX. .
_
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS.
. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
1 HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND
SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES.
APPLICANT
0 0
0
In
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POLES.•PILING -.LUMBER
WOOD PRESERVING
following Material supplied by us on your above referenced order has been
Subscribed and sworn to before me this2.6.t.h.slay of r0V11117111)0r 197+
„ .
Notary Public in and for the State of..WaSh1llgt.0.11...and County of,,,) g: •
NOTArY rust.iC'
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<isturLER>
BUTLER MANUFACTUR� ING COMPANY
ISSUING OFFICE:
P.O. Box 917, Kansas City, Mo. 64141
Cello Bag Co., Inc.
17100 West Valley Hwy.
P. 0. Box 88883
Tukwila, Washington 98188
Gentlemen:
Date 10 -7 -75
Customer's No. 3367
Butler Ref. No. 01- D27077: :1
Job Name
Enclosed are
j design data as listed below.
I R1 drawings specifications
These are
as requested,
j preliminary.
C for information or estimating only.
return signed approved prints of each.
Creleased for production.
for your approval. Please
QUANTITY
DRAWING NUMBER
DESCRIPTION
2
D 75- 01- D27077 -1A
Master Erection Drawing
2
C 480668
Erection Details
2
C 483377
Pre -Cut Crossover Assembly
2
C 482470
Hipper Details
2
2
C 485977
0 482916
Outside Ladder & Safety Cage
Guardrail Details
2
1
B481436
e
Remarks:
The above drawings are stamped "Approved For Construction."
cc: Bob LaRue - Salina
Walsh - Ellers, Bellevue + Elev. Dwg.
Jack Hunter + Elev. Dwg.
FORM NO. 043 1
Cord rs
on
Product Engineer
PLAN
BODY STAVES.
VERTICAL SEAM
HOPPER SECTION
484318 (45')
10 REC)'D.
WEAR PLATE ASSEMBLY
'"' /FLOW CONVE.N.TE1
4621x15 (4 °)
Ida IONS MI
ELEVATION
HOPPER SECTION
484328 (60.
10 REQ'0.
WEAR PLATE ASSEMBLY
"" /FLOw CotaVCRYEI.
4821'18
is
FTAPER BLOCK
481BBG
COMPRESSION; BAR
TAPER BLOCK TO BE WEDGED. S
IN SLOT AFTER. HOPPER SECTION
HAVE BEEN BOLTED IN PLACE:
COMPRESSION BAR
HIiIPPER"
SECTION
q'
SECTION "C -Cy
1/2 DIA. IV ROUND
HEAD FIN NECK
BOLTS
HOPPER
SECTION'
•RUBBER STRIP GASKET
HOPPER SECTION
SECTION "8 -H"
a
Yj!
DISCHARGE FLANGE DETAI
•
2.
REJt580 HOPPCR Si_CTIOtdS ' /i4
I PEAAoVG C NorE. 4- 2
1`'EV (SIGNS
BODY STAVES
PLAN
S. VERTICAL SEAM
HOPPER SECTION
484318 (45')
to REQ'D.
WEAR PLATE ASSEMBLY
w/FLOW CONVHM.TER
4B21r1s (45 °)
ELEVATION
HOPPER SECTION
48428 (Go)'
ID REQ'D.
WEAR PLATE ASSEMBLY
""VFIAw CotavcRTE17,
4621'18
TAPER BLOCK
I 48IBBG
COMPRESSION'S BAR'
of
TAPER BLOCK TO BE WEDGED. SECURELY •
IN SLOT AFTER. HOPPER SECTIONS
HAVE BEEN BOLTED IN PLACE;
COMPRESSION BAR
HOPPER"
SECTION
SECTION "C -1u
14 DIA.. 1' ROUND
HEAD FIN NECK
BOLTS
HOPPER
SECTION'
DRUBBER STRIP GASKET
HOPPER SECTION
SECTION " B-
sV2 4' '
RUBBER STRIP
GASKET
HOPPER
SECTION
•
HOPPER
SECTION
I/2 %1A. x I1i4 ROUND
HEAD FIN NECK
BOLTS
\1/A A. x 11/4 ROUND
HEAD FIN NECK
BOLT.
SECTION" 0- 0°
HOPPER
SECTION
SECTION "A - Ai1
DISCHARGE FLANGE DETAIL
RUBBER STRIP
GASKET
FILL THIS GAP.
WITH B.G.T. CEMENT
'2DIA. X Ili ROUND
HEAD FIN NECK BOLTS
DETAIL "Fs:
ERECTION NOTES:
I. AFTER PLACING FIRST HOPPER SECTION IN'
POSITION, DOLT REMAINING HOPPER SECTIONS
TO STAVES, PROCEEDING IN A CLOCKWISE
DIRECTION AS VIEWED FROM TOP OF HOPPER.
LEAVE ALL DOLTS LOOSE UNTIL ALL BOLTS
IN HOPPER ARE IN PLACE.
2
RG415ED HOPPER SECTIONS P/N
6-10 -'13 ,U .,JI:'
Il -'13
REAAo 't G 1JOTE• 4- 2 u1/5
T EVISIONS
TAPER LOCH HOPPER EFCCT10 DETAILS FOR
15'.45/0" DIA.B.V.T:'' /TLOw zo wI TER
'LITMUS r.wuruTUUIN
•01111/11101V
NNW N.M.••..M...T. Y.M../ OMNI
, 1... "wes I HONG 1 177
' 7z3 /nt( "..". ICI e,B'Z490
5
1
2
N
4
4
3
4
5
7
8
9
I0
II
12.
13
14
15
16
I"1
18
19
20
2I
22
r•r PM. N $4
MIIMTf*NI U.& •
=0
d
PARTS 'LIST FOR 2' -Coy, 41-0 E Coy -0" CROSSOVERS
PART NO. PART NAME AND DESCRIPTION
NO. REQ'D.
4 482814 UPRIGHT - LS" X 3" X 34&
4
4
2
3
4
4
4
483372 HANDRAIL , MIDRAIL- 11f2"0.D.K.0(.5 "TV8INC%
483 373 H AND RAIL MIDR AIL - Ith2'O.D.L.065 "tUbfNG1
4 4 83 374 HANDRAIL, WORM- 11/21O.D.$.065 "TUBING,
I8
I8
18
095133
2
2.
2
482815
9
2.
2.
2
075019
WAsNE R, 1 "L'
UNDERSUPPORT - L 1 Vei X Ilex I/8
TREAD STIFFENER - L 1)/2' X I q x 1/a
I0
1
II
1
12.
13
4
4
482924
075015
I 0750 14
2' -(o" TREAD SECTION -12 GA.
4-0" TREAD SECTION- 12 GA.
G'-o" TREAD SECTION -12 GA.
4 07(3725
BOTTOM RAIL PLATE -10 GA.
14
4
4
4
0-15140
LEG -L2 "X2 "x1/8"
15
4
4
4 198322
CHIME CUP - 54Co
IG
07Co' IO5
TOEBOARD - 12 GA.
17
2.
07(01 13
TOEBOARD - 12 GA.
18
2. 0-15017
TOEBOARD - 12 GA.
19
2. 07000095
TOE8OARD - 12 GA.
20
2 48282G
TOEBOARO SPLICE PLATE - IO GA.
21
22
80
80
80
90 095799 BOLT, So. HD. TANK , /hi' X 1"
80
90 095003 NUT ,FINISHED HEX , ",12"
-- TU8UTATED ANT) -SKID
SURFACE
NOTES
1) CROSSOVERS ARE DESIGNED 10 CONFORM TO
THE REQUIREMENTS OUTUNED BY THE
FEDERAL REGISTER ON OCCUPATIONAL
SAFETY AND HEALTH STANDARDS DATED
MAY 29, 1 9'71 ; VOLUME 3Co ; NO. 105 ; PART 3:1.
2), ALL CROSSOVER PARTS ARE EITHER MILL GALV.
HOT DIPPED GALV. OR E. GALV.
3)FIELD ADJUST LEGS. BEND FLANGE OF CHIME
CLIP UNTIL PARALLEL WITH CENTER LINE.
OF TANK.
C
I
2'- G ",4' -O "AND G'-O"
LONG PRE -CUT CROSSOVER ASSEMBLY
wiaiii I •UTLIR MANUFACTURING
COMPANY
•INIAAL OPPICIIB.IIANMS CITY CO. MISIOUM
- -Jvr I GT I NONE I-$73M
8•U -'72 2-6-72 C 483377
PAWN* N+ U.S. •
RUBBER
STRIP GASKET
•
DECK SH @ET
P,EAD CAULKING
USE ONE STRIP AT TOP OR
FLANGE, AND ANOTHER 'STRIP
JUST PbELO\V BOLT I -IDLES
FOR THE ENTIRE LENGTH OF
SHEET. SEE NOTE "C"
BODY STAVE
SECTION N -H
SUPPORT END
CLIP 48013E4
SUPPORT BE,A, 00"E G:1S0 %%Z
480582
SEE NOTE "A"
..J SUPPORT ENO
CLIP 48OSBS
OF DECK SHEET
RADIAL SERA\
SUPPORT END
CLIP 48056S'4.'
ZDIA. ROUND HEAD
FIN NECK ESOLT
BODY STAVE
RUBBER STRIP GASKET
RUEE+ER STRIP GASKET
BODY STAVE
III
-*"-- 2DIA. ROUND HEAD
FIN NECK 15OLT
Pe G.T.CE,EN-r
RUBBER STRIP
GASKET '
CHIA\E LAP GASKET�-
SEE NoTES 3 *4
RUFSBER
STRIP GASKET
BODY STAVE
■SECTION "J-J"
I"
DIA. ROUND HEAD
IN NECK FSoLT
F30DY STAVE:
- DIA. ANCHOR 50LT
:SECTION" I -I.
STIRRUP
O'32"2.50
/BODY
5TA./E
SUPPORT CROSS
BEAN. 48oS$a
SEE NOTE "A"
BODY
STAVE
SECTION "D -D"
fSTAVE
fi0-1
V V
DONE SUPPORT
CLIPS 4 6orc20
PLAN VIE \V KITH DECK REA \oVED
O
L1J L .J W LI.J W \
CHIi\ \E: LAP
80DY GASKET -SEE
STAVE NOTES B ipa.
DETAIL-ICI
2X•" LEVELING —
BOLT -- USE ONE
PER POOT ON
CIRCUA \PERENC:E
SUPPORT END
CLIP 45055 4
NOTES: "
I. ALL BOLTS IN DECK ARE X I. TANK 5OLT5
VITH FINISHED HEX NUTS UNLESS
OTHERVI5E NOTED.
2,1:0R TYPES AND SIZES OF BOLTS FOR CI -IIAE
AND VERTICAL SEA^ \9 SEE AASTER
ERECTION DRAWING.
S. USE HEAVY CHINE LAP GASKETS O- IG'1B4
FOR BGA.THRUX R -ATE HODY STAVES. USE
REGULAR CHINE. LAP GASKET-010185 FOR
ALL OTHER bODY STAVE G.
LAY "MAD SA1ALL 5EADS OF B.G.T. CE/`1.ENT
t� DIA. X 4 LG. OVER THE NOTCHED SIDE
OF THE CHINE LAP GASKET, ONE ON EACH
SIDE OR THE BOLTS, AND A5 CLOSE Tn
THE SOLI-: AS POSSIBLE.
�lHOOY STAVEr
4tp;c4 CONCRETE "•o c sQ ^,
i4 o;�ld�'9 FOUNDATION r ti ;'A: ' S1
isac -rION" F -rF"
SUE NOTE b
GROUT UNDER Sorran\
CHI/.E AND UNDER ALL
HOPPER COLUS\ \NS AND
STIFG-19NE3R. BASE
PLATE'S
RUFSI3ER�
STRIP GASKET
@-15.1-401
O`ICo'rt
DO/
(90
S.(
AL
'DECK SHE
(50 HOLE) G.
DECK SHEET
B.E.T: CE.A.ENT AROUND
END CLIPS
boo)'
STAVE
SUPPORT END
CLIP 480584
SECTION" 1B-187_
EMoVED IJorf?. 4P 5
--13 .1 F/
Ib,
M. 11.16111141a
MOM.. Walla
•
SUPPORT END
CLIP 4801584
3HEtaT .
.O CAULKING
ONE STRIP AT TOP OF
\NGE, AND ANOTHER STRIP
T PPELo \v I°SOLT 1-40LE5
t THE ENTIRE LENGTH OF
?ET. SEE NOTE= "C"
SUPPORT BEAM
4805 &2
DOA \E OSO772.
SEE NOTE. `A"
��i• SUPPORT ENO
CLIP 480585
v
SUPPORT END
CLIP 480S.95"0.* 4
5`''
Z,WIA. ROUND HEAD
FIN NECK ESOLT
BODY STAVE
RUBBER STRIP GASKET
SKET
JD HEAD
P'OLT
a NT
rRtP
BODY
SUPPORT CROSS
PbEAN. 48068''
SEE NOTES "A"
PLAN VIE \V NITN DECK REMOVED
BOOM
6TAV E
SECTION "D -D"
DO�
.J --•—. I
O)
i
DOME SUPPORT
CLIPS 4 8crp2O
CHIAE LAP
CASKET -SEE
NOTES 3 f.4
DETAIL" "
2X•" LEVELING
BOLT — use owe
PER FOOT ON
CIRCUA \FERENC:E
OF DECIG SHEET
RADIAL SEA/\\ •
SUPPORT ENO
CLIP 48O51E4•
NOTE.5 :
1. ALL BOLTS IN DECK ARE% 1' TANK BOLTS
KITH rINISHED HEX NUTS UNLESS
OTHERV/I5E NOTED.
Z,FOR TYPE&AND SIZES OF BOLTS FOR CHIAE
AND VERTICAL SEA✓\ \SS SEE RASTER
ERECTION DRAV/ING.
9,USE HEAVY CHIAE LAP GASKETS O"1G1E94
FoR BGA.TNRUk PLATE HODY STAVES, USE
REGULAR CHIAE LAP GASKET O1618' FOR
ALL OTHER Bony STAVES.
4. LAY T's. •4ALL BEADS OF e,.G.T. CEMENT,
DIA. X4:'LG. OVER THE NOTCHED SIDE
OF THE CHIME LAP GASKET ONE ON EACH
SIDE OF THE E.oLTS, AND AS CLOSE TO
THB FSOLTs AS POSSIBLE.
`/BODY STAVE
SEE NOTE 5
'�' 1 GROUT uN06Ft FJoTTOM
—iii—.8 �•;tiy,,. CHIA \R AND UNDEFZ ALL
,;;; ,1 •t i4,• . •'�.S., �: HOPPER COLUA \N'5 AND
•-,�•1 �':' ;: %\ jig• 'TIRF'ENE:R,'BASE
;r % '' :�'' <•� 'S. PLATES
' q, e'b;; A, I o r Prl a°k'a a',: IN 6
4 ' W. CONCRETE i'v'-'t 4^•
‘p�;'4A1'dFOUNDATIONS?; S•C1: fi .IS:
SECTION' F -F'
RUSSE R.
STRIP GASKET
NOTES:
A. THE NU"15ER OF CHI/\ \E SPACES BE-M./MEN
THE VERTICAL SEAN. AND THE END CLIP
^UST BE THE SA/\ \E AT E.cTH ENDS OF
THE SUPPORT'.
B. BEFORE SUPPORT END CLIPS ARE
PoSITIONED, LAY T \VO S-T-RIPS OF. FSEAD
CAULV.ING INSIDE ANO OUT'SI'DE OF
Bo LT HOLES ON CHI/\\E. AFTER THE
ASSE/\ \FSL• IS IN POSITION1 APPLY
f.3GT CEt ENT ALONG THE EDGES
OF EACH END CLIP ACROSS THE
\\/IDTH OF THE CHI/\ \E.
C. SEAL BOTH ENDS OF RADIAL SEA/\\
FLANGES \VITH B.G.T. CE/\ \ENT oR
BEAD CAUL141N.
DOA \E COVER
C2-� HOL.E) GASKET -'
CriGrrlp
OCIAE OS0772.
(''o HOLE FLANGE Do\vN) ,
RUBBER STRIP
GASKET
P,.G.T. CEA\ENT
ALL L\RCLIND
DECK, SHEET
(3OHOLE) GASKET 07678
DECK SHEET
FS.G T CE/'\ENT AROUND
END CLIPS
p,,ODY`
'STAVE�
SUPPORT END -
CLIP 4e e.4
SECTION" B -B'
paw SUPPORT
CLIP 4 80 620
SUPPORT P EAA
480582
GEMoVED FJorE. 4P S E;- I7 -13 JF
1tA9i5
2E :V11.'I0N5
_5ECTIoN' L -_L"
ERECTION DETAILS
15 -45/x9 DIA. Pte. R.T.
MYTLAN MANUFACTURING
COMPANY
..,..0 wne.. —AA"Y. em, MI.wMO MMO
" w.wWL'
i& e 176 'A
151-2-61,1 1c 48o G G e
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ITEM 4TY PART NO.
I 2 482b4
2 2 4
3 Q 4��na4�
_5 Q 4`
•
10...� i�152
• 12 2133 30
x11144.
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18. • 7695'133.
PART .N %':':i: i, ?it- Dl=5G71: rtoN
:: .i ; �S:.:i .21 4:G�.TU51N6 048 WA.1.,L
t.28.15;
L .; ; : w Ali. , L. 114" x 114" Cy'
TUBING X ^.v5A '4ALI..
V1;R• :r:C,At C11A1`11'4El. C
7•..I
• �•r.,y __. ti': r.....K..OSA. '
1.1 PVI 3 X
UP'RIGH'T 611E, w M.
:.. x; ;. ! nci';3 .� • 4' W1D �!HO GA.
UPR,IGF1T
1I f; /�i NX
NUT — } EY .
got,T 1/2"`;.-11/4-•
, . ,SQ. . '�� TANK
HE ,
WASH -: 1/2"
n.
LADDER .AND 5A�'r," ,y .r , r'0r:E 'DE51GNE1) '
DatirtjGtM TrJ `.'RE, tJ1 cc `r`: ' , `� 7 C;��t3 PAY` TNE_'.
r EPAL n :I5TE;, ON 0CGU ,., T+'I,r D'\rE.TY ::AND,'
rirA,t::rH 57A ,DARCS', 'DATED .MA't/ 2 .; ,171 VOLUME. 36)) .:
t. 105 7 PART .a
11...t. LADDER AND' SAr .T lr '(i�t NARTS 'A
r. t4;-.1—\,... t11L1.. CAS'.: OR. H1.7 I;i!P'►::4' r:ALV.,
F c r ori
OUTSIDE'; LADDER' AND. SAFETY': GAG
DETAIL. $'. FOR 8 .FT. OF LADDEP,
•UTLt1lMANUPACTUI$gNO
OINIRA4 OPPICSS!- NANiAR CITY, MISSOURI S419S'
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— CEIVTER Geri O5O77Z
CO 0.50508
BOLT PLACEMENT
.
■
1/2" Dia. Sq. Hd.
Tank Bolts With
Finished Hex Nuts
■ww.r
1/2" Dia. Rd. Hd. Fin
Neck Bolts w /Recess.
Thread Hex. Nuts
LENGTH
LENGTH
LOCATION
1"
11"
11/2"
2"
1"
11 /a"
11/2"
,
2"
Support End Clips
cj
_
,
Dome Support Clips
/6
rUt'I "GFCT C.P.G. ; BE_ Am
Center Dome and Cover
s'u
Deck Radial Seams
0/6
Deck Flange Stiffeners
Chime Seams
Deck to /`f' (Ga. )(PL)
290
14 (Ga. )(P1.) to /¢ (Ga.)(Pl.)
096
/4(Ga.)(Pl.) to /2(Ga.)(Pl.)
090
/2 (Ga. )(Pl.) toll (Ga.)(Pl.)
Z90
// (Ga. )(Pl.) to" (Ga.)(Pi.)
270
2b1°
5 (Ga.)(Pl.) to Es (Ga. )(pi.
070
Z4°
8 (Ga. )(Pl.) to5 (Ga. )(Pl.)
no
5 (Ga. )(PL) to 4 (Ga.)(Pi.)
37D
D'�
.
(Ga.)(Pl. ) to (Ga. )(Pl. )
,
(Ga. )(P1.) to (Ga. )(P1.)
(Ga.)(Pl. ) to (Ga.) (Pl. )
Vertical Seams
9 A I.!1 4
1
244o
1/4" Plate thru 8 Ga.
/44
Stirru •s
/GO
Leveling Bolts
4'
Compression Ring
&O
O
Ho • •er
6/0
10
V1 T I L/ TO g.
Lam. :a
Tie I - Lam IV4M/o1-6,
ZS
2'l,, CI kn: avt:A;
50
r
:at;rchime la
oints
'-'77!""r",77777777.7.77—T--,
.;'
•
ANthiotc;
OCT 7 1975
50/2y STAVE 1(52464,0
//Y L). o' /ve;
j'itt 77t
TANK DESIGN CONDITIONS:.
VOLUME /6640. Cu. Ft. (Shell Full)
WIND 4'0.0 p. s. f. on • 6° of the projected area of shell.
ROOF Combined live and dead load of 30 p. s. f. , uniformly
Distributed.
PRESSURE AND VACUUM 0. 5 oz. /Sq. In. vacuum and 2 oz. /Sq. In.
pressure. Customer is responsible for proper venting.
,cOLYE P1 YL ENE
MATERIAL eLA D5 At 35 lbs. /Cu. Ft. (Free Flowing)
SEISMIC ZO t1i 'S
FILLING Fill opening should be located to provide for center
filling of tank.
DISCHARGE Tank should be emptied using center discharge first.
Other discharge openings may be located as desired for
complete emptying of tank:
OPENINGS All field cut openings to be properly reinforced by
customer.
/
ANC/-(Ceti; ,.5"r/ RvP 05225.0
701Y
REFERENCE DRAWINGS:
For section details, see drawing Cry - its66;,e445
For crossover details, see drawing C' 4 7
For hopper details, see drawing C'' -4s 470
For Safety cage and ladder, see drawing C 4 5 `) 77
For Deck Guard Rail, see drawing i — 4-;,Z9/ 4=,
For epoxy caulking details, see drawing
FOR Si&. /CONE ;.JOINT r /LLER) SEE CM' 13- 48 /4340- . .
7? ci F /iiisN /fir. - EF:P
EXr., --
TANK HEIGHT
STAVE GAGE
PART NO.
NO, REQUIRED
12th Rin_
11th Ring
10th Ring
9th Ring
8th Ring
7th Ring
Q5Z4..9 /
/4.
a5Z4,
6th Ring
/2.
05Z49Z
5th Ring
/I
05885 •1
4th Ring
9
05885g
3rd Ring
058553
2nd Ring
48/9/7 ..
1st Ring
:4
Use staves listed above unless otherwise noted on elevation