NCG140514_Plant Drawings Specs_20221103

File: Toyota Project / Plant Drawings & Specs / July 7, 2022 — Ken Waegerle
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7 LABBEB BRACKET DETAIL
RIGHT HANPRAI�
FRONT 5ECTION VIEW A -A
nG1E, WOEA GAGS ME GWT- V15 NEW FI" ¢ARTY
PCNK TR3BAA
F CAI
4" ANORLWS GUU ING W/UUST
FLAN VIEW
/ l POMK (B3UI RELIEF VPLYE
A)
SEE DWG, N0. 1175-E3 FOR
785 SOL, DELI R 5,L➢ DETAILS
10' FLEX HOSE X 7 FT LONG
(FIELD CUT TO LENGTH)
10" HOSE CLAMPS (2)
DUST OCNTROL NEAT TUBE
PCMN - UVA
SIDE HANDRAIL ANGLE (2) EA. SIDE
PCNK 1935D1
A
qR Obi
p�1l,K��(ggHAN5 )�DA(T PANEL
PCMKD(B35EJT) EA- SIDE
�I
GE [
515 BL.
—ppTpER
lei
qp p—�
CMK SDl4A] FT
NOSE CLAMP, 5 1/2' DIA_
MATERIAL HANDILN
i
A
i
IIANDRAI JMEL
i(�����R �a�All
SERVICE PANEL W/MAN
56CONNLC'i (N.S)
F
ELEVATION VIEW (L.N. SIDE OF PLANT)
.. ,
CEMENT I EXTENSION .. .
DUAN
P1-1* PART DESCRIPTION
33GA 3COOOL.. AUXIL 10.Ax CEMENT'STORAGE
MODULE COMPLETE W/5" FILL PIPE.
INSIDE LADDER & YANHOLE
I
532A FILTER VENT TU E
I
lO° FLEX HOSE X 3 IT
2
1G" HOES CLAMPS
I
031A PRESSURE RELIEF VALVE, 7" Ilk
I
5' MATERIAL HANDLING ROSE
wIRE w➢MND) X 2'-0' Lc.
�
HOSE CLAMP, 5 5/2" Olp. (pSOQ)
(5" FILL 'PIPE)
4➢
BOLTS, 3/E" DIA. M 1' W/NUTS, "W.A
(2)F.W, (yENT)
5
BOL&5(2' SW D(PkESSURFWREL
IE/NTSF VALVE)
55
BOLTS, 1/e" CIA. X 1 1/2" W/NUT9, L.W.
A (2)F.W. (EXT. TO PLANT)
2
LOWER SUPPORT DOLUU,NS AIS. A20)
10
BOLTS, 7/0' DIA. X 2" A325) W/NUT5
(COLUMN BJ(TUSE LEGS)
N TUBES
CAULKING
I • CEMENT I LAOOER A HANDRAIL " . .
ODAN
PCL*
PART DESCRIPTION
1
B35A
HANDRAIL 'SECTION
1
B35B
HANDRAIL SECTION
1
IS MC
HANDRAIL SECTION (WITH CATWALK)
4
B35D
HANDRAIL WNGLEE
2
P35E
TUEBOAROS
3
035F
HANDRAIL POST
1
836A
CROSSDVLR CATWALK
2
033A
LADDER. 8'-0.
I
E37A
CAGE, ENTRY.
I
""
CAGE, T➢P
5
B34A
LADDER SRpCiCET
45
BOLTS, 1/2" DIA, M 1 1/2' w/"T9, L.W.
& (k) F.W. (HANDRAILS, LADDER AND GAGE}
WE"
1.) Sic DWG. C5975�1 FOR FOUNOAiICN LAYOUT. (IN SITE PREP MANUAL)
2�) SEE DWG. C5975-E1 FOR PLANT A3SY.
3,) SEE OWC. C5975-E3 FOR CEM. II TAD., CAGE & HANDRAIL AM
4 SEE DWG. C5975-E4 FUR PAGH..SE A55'Y.
D SEE DWG. Oi00-17 FOR WATER UNE A55'1'
I SEE DWG. 0700-34 FOR WISH PRESSURE AIR ASSY,
8SEE OPERAO& MRREEAALLFORPSTTRRUCTURAL BGLT(A325) TIGHTENING SPECIFICATIONS

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LC IRT
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LADDER 8RA C HET DETAIL
RIGHT 141101
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FRONT SECTION VIEW AA
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piLyENT 4 A�IALL N10 9L
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PCli llal" A�
CALK Cg37A)
4' ANDREWS 0DWI- HC W/DUST
PLAN VIEW
A
a MK-- @oSi A) REUEY VALVE
SEE DWG• ND. 0975—E3 rN
785 99L CEM I SILO OETALS
tq' FLEX HOSE k 3 FT. LING
,(new Cr m LENGTH)
r1G' raSF CLAMPS Q
DU51 G'ONTRCL VENT WK
jPCMK — B32A
CLAMP, 5 1/2' DI
MATERIAL HANAL
K 2'—G'
9EAVa PANEL WIMAIN
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ELEVATION VIEW IL.K SIDE OF
ANGLE (2) EA. SIDC
K (9PUT IL PANEL
DE804RDS_[I) EA. SIDE

f _- jl _ � I EMENT EkTEN51� + I
L 1ANDRAL AINULE (12! OIIA\ Ft IN( FAR- EETC51F`Tl1l
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PaK {c'Eq 55. I'Hti LV I.a7') e nPNN 1I-
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E 3e_TS, 3/<' EII,. F. 3 1/2' V)NUTs
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n 3u-TS, 1/2" JII,. Y. 1 1/2''II/NUTS
LF.DD19� `-n"1� - - JAC INIH°. A'-n" IaLILk, IA'_N" N .'v. r N F r Nr.ArKI I;
PI'.Vk ILeSA; 1°G1K (C52,1) 765 BBL, pryAµ (mom 23 3D_TS. 3/'' EI^, x 2' (P.3E_) 'll/NJTS
- CEMENT 11 �� 3 ia_is� DI;� 1- 2'AfA325) VNJT-_
19 EC Ss _/n .+ l' I2 n1110.0 w/VI,ITs
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S. 7/1 - 2 I/2" A 'iiFaIUTS h
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(co') I LADDER h IANDPF P_
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1/'r FIr,. % 1 IJa" v11NU Is. .w,
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EFACE (xL P-i
W/ SP'cER EAR
PcNK AJA
FRONS VIEW
L�R HLL'I E ERAONLT ASSENDLY -
PCMK (043C
PCMK (Ai3A)
AUFI IrACI (cc_I-7
�YI/o 9'Aad 3Ai
VL'Nk - x
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PC4< n-F (NEAR SDE)
=CMS AF (FAP -,Mr)
"I NNeC.'. !CC . A,
I'n1v - AI) ;uA' r_ ; cLI )
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— U DI_A. P I'-U° Lp HnA ON SHROUL
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ENO VIEW
7 El
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TT�, CwuLkIM! !lT,LIL
O i
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115,1111
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4J SEE EV4C.
C59%
S) SE DvG2-E1 FGA BACHOJSAS"
,aC 7-D. V4TER LIRE A55
s1 cR r�ssN<EAll.'- Ass'
]DC-4_23 F _011FREsu.E Alb AsSY
E`E,S4IAINAL FOP "RUCJRAL ROLT(a__
3� 7nHTElAN3 SEEI-A�ONSDE4A .

LAUD
"M
LAUUI
FCM
.DEq W�
uooClr saaacE
untR Ruuc
I�1 v I // LG a T
ri/NUT. ` - & [2) FA.
(T'P. A-L IXNMCLfI INI)
K
LARDER RRACIMT DETAIL
PC11K - ASA
FRONT VIEW
VK {(:bSA)
PI (C52A)
PIPE BRACKET A55EM&LY_
PCMK (C435}
L ✓IPE (W/PINCH VALVE}-
PCMK (C43A)
IDRFl16 COU'l \O A DUST
-F�
-wTv orn�nn �rv�
; MK - AM
LOWER SUPPORT COLUMN (TUBE)
PCMx - A1F (NEAR SIDE)
'CMK A F (FAR SIDE)
--- _
� HIGH BM SIGNAL
�I
�Y 'RE;SURL R= V 0.VE
�I P^MN (CIIA;
FLIT CAC
P"NK (C53A)
uz
I
-GAGE, IN-FR d'-C"
PCMK (C54A}
760 08L.
CEMENT II
I CAGE, LNIRI, 1-0'
`PINK (ct2A)
R.F.VALVE & SLIDE GATE
I.ANDFTAII. ANGLE (17)
FCMK (C461)
-HAIYCNAIL POE 1 (N)
PcVK (C<5A)
TCEBOARU (5)
'0K (C47A)
TYP. GEM 11 TOP MAN URAIL PANEL DETAIL (6)
C ',A. x L' 0" �G- HNUALCN SHR©IP:
ANIEL-- 3RACE (ECT F-A) \_BOLT -ON GVSSCT (COL 'F-A
FCVK - Adu (ONI PLC SUL) PCMK - ARE (UNNF PFR zQF�
A\pL ;RACE (COL F-A)
I'CMK - AAA (ON, i'Ea SUL)
ENO VIEW
10I
39py
lDLR, 5`-4'
AK (C4@Aj
81N SIGNAL.
LA%GE (THRLAU7)
LANGF GASKET

" "
RA-96-15011 BAGHOUSE I I I
CUAN
PC-MK PART DESCRIPTION
I
BA(#IOUSE FILTER SECTION, COMPLETE
W/RAGES, HIGH PRESSURE AIR NANIFOLo,
AND 10,500 CUM BLOWER MOUNTED
1
GBA
MADHOUSE HOPPER SECTION. COMPLETE
W/MBRATORid' BUTTERFLY VALVE AND
AIR CYLNDER
LARDING
- PCMK GX
2
a8B
BACHOUSE HOPPER "T' ARCS
HANDRAIL POST - PCMK G106
2
10" DIA. FLEX HOSE X STUNG
HANDRAIL SIDE PANE!
- C10D
4
1OI HOSE CLAMPS
UPPER ACCESS PLATFORM - PCOK 022A
HANDRAIL
ANGLE - PGMR D1PA
74
1/2. K 1 1/2" BOLTS W/ NUTS, F.W. A L.W.
PPE
CHOPPER TO UAGHOU5E)
LADDER, 13'-0" - PCMK CaAA
1
C20
CEMENT RATCHI;R INLET
8
3/8" DIA. x I' POLLS WI W. k LW
(CEMENT BARTER IMI
TOEBOARD - CtoB
I
1a DIA, X 1•-O" HIPA. SHROUD
2
IC" HOSE CLAMPS
- -
2
G74A
PCRA SUPPORT'BEAM
2
074U
KNEE BRACE SUPPORT BEAM
RA7p 6-1 r J0(
I
07C
.END DOOR CYL. MIND,
_ _
7-7
h
I
ID
INLET COVER
90LT5, 3/8" K 1" W/ NUTS, F.W. k LW.
i
LOWER ACCESS PIAIFORM - PCMK CI1A
10' DIA.
HOSE CLAMPS
(DEMENT BATCHER INLET]
I
10° tlIA
FLEX HOSE K 3' LONG
li
35
BOLTS, 7/0" X 2" W NUTS, F.W. & I..W1
/
iLADOER BRACKETS LOWER ) -PCMK G20B
(
{FIELD CUT
TO PIT)
(SUPPORT STAU CTURE)
III
I
t
cYSA
coL1>:cnluc Ham (B•-G" X r-D
2
END HOOD CURTAIN 72" % 94°
1 1/,V' II -BOLT
BACHI HOPPER - PCMK SEA
-
1_
I
z
72" X 105'
smE1HW
-
aArAlDusE
PENT iuBs(z)
--- --
_
-1---
(I w/DR9eLe CHUTE fL'D1U'()
0 BIBLE
S/16 CHAIN x i
(RELB CUT)
PCMK -
cee
( I T)
--
--
vI
10' DIA. BUTTERFLY
VALVE--
1
GI
51UE CURTAIN DCCR
5/19"THREA9ED
G75C
SIDE CURTAIN DOOR
CHAIN LINK
r
10" DIA.
MIPALON 91R000
X
INTERIOR "AD CURTAIN 24" X 84"
�}�
UP -DOWN
SHROUD
1p" olA,
HOSE CLAMPS
I. \ ��
li
I
FRONT CURTAIN CLAMP x 82"
I
PCMK-
CB4A
l
I
REAR CURTAIN CLAMP % 82'
36" AIR CYLINDER
FLEA
16
UST
I
LOWER CURTAIN SUPPORT ANGLE X 72'
14" "
POSE
CLAMP
0DAF11T
EATCHETR IMIEI
I
LOWER .CURTAIN SUPPORT CLAMP X 72"
TURNBUCKLE SUPPORT
A55'Y
PCIJI(-
G29A
7
D7LLECTHC HDoo TURNBUCKLE 5UPPURTS
COLLECTOR HGCU
I
1BOG-36° AIR CYUKDER
PCMK - 375A
W/ TRUNNION HEAD MNT
END DOUR
I
li
ODE CURTAIN UOUR
5
BOLTS. 3/4" X 2 1/2" W/AUTS A, L.W.
CYL MNT
PCMK - 074C
PCMK - G75a
(TURNS CKLE MOUNPNG HARDWARE)
40RLL
SUPP0R1 SEAM
I
G84q
UP DOWN SHROUD
5/16, THREADED
CHAIN LINK
',
IIKNEE
PCMK
- G74A
I
TAPERED SHROu6
5/16"CHAIN K 9'
UPPERS BEAM
27" X 25' X 24"
T)
LD CUa7
PCM9
- G74B
4
12" HOSE CLAMPS
�vs
s v
10
eDLTs, 3/0' DIA. X I I/2" w/NUTs
1 1/a"4' U-e
LW, F.W. (UF-DOWN sHRu110)
4
DUCTS, 5/B UTA. x 1 1/2" W/NUTS
LW., F.W. (CYUNaER MST.)
2
14" FLEXHAUST x 5'-C"
4
15 HOSE CLAMP
a
1 I/4 U-ECL1S, W/ (4)NuTs k (a}EW-
I
SIDE CURTAIN DOOR
PCMK - G75C
1
5/IE" PROOF LINK CHAIN x 1'-0
1
5/15" PROOF UNK CHAIN X IP-D"
3
THREADED CHAIN UNK RAG
5
HUI TS, 3/E' x Y W/ NUTS, &W, k L.W.
(SIDE DOOR HINGE SHAFT)
127
BOLTS, 3/0" K 1 1/2' W/ NUTS, F,A M:.1-W
(SPROUT, CURTAIN)/
NOTES,
T
CONTROL PANEL W/ MAGJ✓AHEUC GAUGE
1.) SEE DWG. C5975-FI FOR FOUNDAnON LAYOUT. (IN SITE PREP MANUAL)
HIE FT
T/4 TEEING
'2.) SEE ONO. C5975-El FOR PLANT ASS'Y,
I PEr
PARTS MANUAL A EMS.
3,) SEE OWD, C%75-E2 FOR-CEM. I LAD.. CACE, A HANDRAIL ASSY,.
°LADDERS.
CAGES. HANDRAIL TO 765 SILO "'
4,) SEE DNC. 05975-Ea FOR GEM, II LAD„ CAGE, A HANDRAIL ASS'Y
1
1211
LIPPER 1GGE55 PLATFORM
5,) SEE OWL'. 0700-17 FOR WATER LINE ASI
1
C11A.
LOWER ACCESS PLATFORM
6.) SEE DWG [7001 FOR HIGH PRESSURE AIR A5S'Y.
Y
G23A
LA➢TIER BRACKETS (STD.)
7.) SEE DWO. C700-29 FOR LOW PRESSURE AIR ASS'Y.
1
G20A
LAUDER, 13'-U"
LT{A325)
8.) SEE OPERATOR'S MANUAL FOR STRUCTURAL 90➢GHTENINC SoECNTCATIONS.
2
G20B
LADDER BRACKETS (LOWER)
1
2
CIOE
GIm
LANDING
HANDRA1LsmERANEL
5
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ms 000NUEM7 ¢NINNs
PwORMAUUNPRPwT-
TTnF
BAGHOUSE ASSEMBLY
`r
PART NH.
C5975L
2
Clm
HANDRAIL POST
a
PeF
7-22-99
NINVI BE CU,-
SNRu rvor � Mmo-
Pusl .
caN-E-CO
euo •
4
C1 CA
HAHDRNL ANGLE
uRAWR
DER FREE OR HIS
MACLEOD CONSTR.
concrete equipment company
C5975L
2
C1L9
FORWARD
RJR
CLOSED ME BUT PPoM
WHEN' up
LPcanPN
297 R. OLT St. Blair, NE 6B.LIUB
oKG,No
46
BOLTS, 1/2' X 1 1/0 W/ NUT6, F.W. t LW�
R�TA�r.
E�aSo_
DAE
APPA.
1
Ro.
R��aR
eElerxe°
UI15CM
'T Vro,
DENVER. NC.
phone 4UZ -026 4191
C5975-E4

urPER ACCESS PLATFORM - PCMK
D➢ER, }N-O' - PCMK G20A
R ACCESS PLATFORM - PCMK Gil
BRACKETS (LOWER) - POK C201
BAGHOUS£ HOPPER - PCMK I
UP-Dov
PC
14' PL
16' Ht
TURNBUCKLE SUPP[
COLLECRON I
PCMK -
SiOE CURTAIN Of
PCMK - G
%NDRAIL PM
iDRAIL ANUU
OBOARO -
OSE CLAMPS
.ex fla% x
TO FIT)
VENT TUBESi
IB
IERFLY VAL%
TPALON SMR-
OSE CLAMPS
BATCHER INI
024A
iJPPORI BEAM
G744
ACE SUPPORT BEAM
G740

UP-DOVA SHROUD IN:
UP POWO
DOWN PUSH
aA_5.
J
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ca �
GLAPLMIT OISCHARGJ fLL.EUTFiiCAL
.T� B -6.
s
r �
9
T'YPTCAL BASE PAD DETAIL
(PAD THICKNESS 1 2 COL. S B,C,O,E)
(PAO THICKNESS 3/4' CUL'S F k A)
-WATER SUPPLY
tCe
NOTES:
(1) N e 10DO L95,
(2) ALL LOADS OCCUR AT THE BOTTOM OF BASE PLATES, TOP OF FOUNDATION.
(3) WIND LOADS ARE BASED ON UNIFORM BUILDING CODE (1994), 90 MPH.
(4) CONSULT WITH A REPUTABLE PROFESSIONAL ENGINEER FOR THE DESIGN
OF THE FOUNDATION.
(5) THE CONCRETE EQUIPMENT CO DOES NOT ASSUME RESPONSIBILITY FOR
FOUNDATION DESIGN.
(6) IMPORTANT. IF INSTALLING PUNT IN A PERMANENT LOCATION
IT MAY BE DESIRABLE TO DESIGN FOUNDATION FOR FUTURE ADO ON
STORAGE MODULES. CONSULT FACTORY FOR REVISED FOUNDATION LOADINGS
(7) EXT940 FOOTINGS BELOW FROST LINE
(8) BE SURE TO CHECK TROCK HEIGHT BEFORE POURNG DRIVEWAY AT
ELEV01ON 1015, DUST COLLECTION HOOD CITES W-10 11/16' CLEARANCE
TO LOWEST POINT (STEEL) AND 13'-8 1/0' CLEARANCE TO BOTTOM OF LIA-DDWN
SHROUD IN UP POSITION MRH BASIC OF PLANT AT EL 1041_ (BOTTOM OF
UP -DOWN SHROUD IN 0004 POSITION GIVES W-8 T/8' OF CLEARENCE TO DRWWAY.)
(9) SEISMIC LOADS BASED ON 5TANDARD BUILDING CODE (1997) Ap= 0.11 Aw 0.11
C6B71i1
NDMWALLOADS
FOUNDATION LOADS RAWAY
ACRUBSPLANT
ALM RANT
DOWNLOAD
OPLOW
LATERAL
COLUMN
DEAD
Ort
MIND
SUh9AARY
WIND
WINO
SU M1C
SEISMIC
SEISMIC
SEISMIC
,or
IV
w
D4L+W
W-0
SHEAR
VERL
NORM
VERT.
HOWL
F1
III
826
543
1562
SIG
16,0
429
10.4
364
51,11
F2
113
62.6
648
156&2
Su
1"
424
10A
54J4
319
Al
W
69A
423
1378
363
11,7
42.6
14.6
259
31.0
A2
5.1
e14
42-3
137.8
36.3
11,7
42M
14.8
259
310
B1
u
63a
128
627
AA
0A
15A
D,0
010
00
B2
82
69A
12.6
6E7
ILA
0A
15.4
OA
0,4
0.0
C1
G4
9&9
143
1093
0.9
11.8
201
21.1
OA
0.0
C2
5.4
WO
143
1093
8.0
11.9
207
21A
0.0
0.0
D1
U
1114
I5A
134.4
6$
UA
29A
OA
253
0A
02
9.6
112A
15A
134A
8,6
OL
29A
CA
232
DO
E1
4.9
64.0
128
813
7,6
62
160
14.t
34.5
D0
E2
4A
6LD
12.8
81,7
7,B
62
IL3
%t
34,E
09
THE VALUESSHONM ABOVE ARE 1N MS.1000 LB FORCE WINO LOADS ARE CALGULATEDACCORDING TO
UNIFORM BUILDING CODE(1994), 90 MPH, E7POLIRE 1C
WELD PLATES CAN BE USED IN PLACE OF ANCHOR BOLTS.
MINIMUM PLATE SIZE SHOULD BE 16' 116' (WELD PLATES BY OTHERS)
ANCHOR BOLTS 1NTH 3' PROWTON MUST HOLD LOADS,(ANCHOR BOLTS BY OTHERS)
FORT MILL, SC
71a I

DOWN SHROUD IN:
UP POSITID
13OWN P09
C-1 SO
515 68L.
CEMENTI
ELEV. 100.
� 12
r I
+ 41 2
1 1/4' DIA. HALE y
TYPICAL BASE PAD DETAIL
(PAD THICii M 1/2 COL 5 B,C D,E)
(PAO THICKNESS 3/4" COL.'S E & A)
AGGREGATE STORAGE
140 CU. YD5. TOTAL
II-� II����Vir
Emil��
_ 1
�„ w ATER SUPPLY
:4� s
CLIPLANT DISCHARG ELECTRICAL SEYICE C6�iPl1(OPT.S)ERIjCE
WELD
MINIM'
ANCHo