HomeMy WebLinkAboutB16-1129 000-000-0001.
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DETAIL 1
3/4" [19] F1554 GR 36
tK Q /
X p RECOMMENDED ANCHOR BOLTS
20 REQ'D) FURNISHED
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No. C047374 �
xp: Dec. 31 :=-`
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3/4" [19] F1554 GR 36
RECOMMENDED ANCHOR BOLTS
(20 REQ'D) (NOT FURNISHED)
ANCHOR BOLT-IfAIRLAN x_16_
At
BUTTE Ca�WYY 0- VELOPMIENT SERVICES
73
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SECTION A -A
ANCHOR BOLT DETAIL
i'N•• .., r h ty �
Ile
°�- e%
N7 c
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. G
4.
NOTE: V
1. FINAL DRAWING — FOR CONSTRUCTION.
2. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
3. DESIGN OF THE FOUNDATION, REINFORCEMENT AND MATERIALS IS THE RESPONSIBILITY OF OTHERS.
4. THE FOUNDATION DESIGN SHALL BE BASED ON SITE SOILS AND OTHER LOCAL CONDITIONS.
5. THE ANCHOR BOLT EMBEDMENT END CONDITION AND EMBEDMENT DEPTH TO BE DETERMINED BY A CIVIL ENGINEER.
6. ANCHOR BOLTS MUST BE PLACED ACCURATELY TO MAINTAIN SILO ROUNDNESS. ANCHOR BOLT PLACEMENT
MUST BE VERIFIED BY A LICENSED SURVEYOR OR OTHER QUALIFIED INDIVIDUAL TO ENSURE PLACEMENT IS
CORRECT. FAILURE TO ENSURE PROPER ANCHOR BOLT PLACEMENT MAY CAUSE SILO DAMAGE. REV. BY DATE
FOUNDATION
ANCHOR BOLT-)
DF SILO #1
AIr1T[-.
FOR PROPER CATWALK SUPPORT
INSTALLATION THE CENTERLINE OF
THE SILOS MUST BE HALF WAY
BETWEEN TWO ANCHOR BOLTS
- —� OF SILOS
,\ -
ANCHOR BOLT
OF SILO #2
ANCHOR BOLT ORIENTATION
(FOR MULTIPLE SILO INSTALLATION TO BE
INSTALLED WITH CATWALKS)
STIFFENER
3332ESZ1 LOADING INFORMATION
DEFINITION
US UNITS
METRIC UNITS
SILO DEAD LOAD
10.4
KIPS
4.721
MTON
j
11040
PSF
5,076
tt
OVERTURNING MOMENT DUE TO SEISMIC
1,436
FT—KIPS
t
KN—M
OVERTURNING MOMENT DUE TO WINE)
STIFFENER
FT—KIPS
316
KN—M
OUTSIDE SILO
1.15
KIPS
5.11
WALL CORRUGATION
WIND SHEAR PER BASE PLATE
.�, • ,
KIPS
2.87
L
LOAD PER STIFFENER (DEAD+ROOF LIVE+GRAIN)
14.99
•
66.67
KN
SEISMIC COMPRESSION PER STIFFENER
9.57
Y
42.58
KN
UPLIFT/TENSION PER STIFFENER (WIND)
1.24
L
5.51
M
. `•f : �:.�:
�^ sem+, /[�.
LB LIN FT
DETAIL
KN/M
SCAFCO Grain Systems Company
5400 E. Broadway Avenue
d PO Box 11215
/70
C FIM1N5Y!S71SUSCQMFANY Spokane, WA 99211-1215, USA
1
Yi_r^ n•���.r _. .. - •
..R" .. ..••t �:.. ��i.f., j..y'1
/-:.: +. f K r.....�•a./�•......�y t.
STIFFENER BASEPLATE
3332ESZ1 LOADING INFORMATION
DEFINITION
US UNITS
METRIC UNITS
SILO DEAD LOAD
10.4
KIPS
4.721
MTON
SILO FLOOR LOAD
11040
PSF
5,076
KG/M2
OVERTURNING MOMENT DUE TO SEISMIC
1,436
FT—KIPS
11947
KN—M
OVERTURNING MOMENT DUE TO WINE)
233
FT—KIPS
316
KN—M
SEISMIC BASE SHEAR PER BASE PLATE
1.15
KIPS
5.11
KN
WIND SHEAR PER BASE PLATE
0.65
KIPS
2.87
1 KN
LOAD PER STIFFENER (DEAD+ROOF LIVE+GRAIN)
14.99
KIPS
66.67
KN
SEISMIC COMPRESSION PER STIFFENER
9.57
KIPS
42.58
KN
UPLIFT/TENSION PER STIFFENER (WIND)
1.24
KIPS
5.51
KN
VERTICAL LOAD AROUND CIRCUMFERENCE
3,228
LB LIN FT
47.11
KN/M
SCAFCO Grain Systems Company
5400 E. Broadway Avenue
d PO Box 11215
/70
C FIM1N5Y!S71SUSCQMFANY Spokane, WA 99211-1215, USA
Tel: 509-535-1571 * Fax: 509-535-9130 * mail®SCAFCO.com * www.SCAFCO.com
FOUNDATION PLAN FOR SB3025ESCD01
FOR GRUBER MANUFACTURING #64762
BY DATE DRAWING NO.: REV.
DRAWN DZ 16MAR16 FP3025ESCD-64762
CHEGKm JD 16MAR 16
DESCRIPTION OF CHANGE APPROVED MH 16MAR16 sca,LL- 3/16• _ 1 SHEET: 1 of 1
(-.-- i (L (.DPS
•
PARTS
GAUGE
MICKNESS
(mm
COLOR CODE
P RENO.
REMARKS
_
a
v
2 S
cn 0.
16M GA
1.47
BLUE
216541
14M GA
I 7 Wim►
• 7 • • • M • ' : •
216540
PARTS
GAUGE
MICKNESS
(mm
COLOR CODE
P RENO.
REMARKS
_
a
v
2 S
cn 0.
16M GA
1.47
BLUE
216541
14M GA
1.83
GREEN
216540
12M GA
2.59
ORANGE
216538
10M GA
3.30
BLACK
216537
8M GA
3.76
BLUE
216536
7M GA
4.34
GREEN
216535
5M GA
5.08
ORANGE
216534
3M GA
5.59
UNPAINTED
216533
_
°W z
16M GA
1.47
BLUE
216479
14M GA
1.83
GREEN
216477
12M GA
2.59
ORANGE
216475
10M GA
3.30
BLACK
216473
8M GA
3.76
BLUE
216472
7M GA
4.34
GREEN
216471
5M GA
5.08
ORANGE
216532
3M GA
5.59
UNPAINTED
216531
w
N
20 GA
0.86
BLACK
Z
19 GA
1.04
WHITE
-0
18 GA
1.17
UNPAINTED
17 GA
1.32
RED
16 GA
1.47
BLUE
01
15 GA
1.63
YELLOW
14 GA
1.83
GREEN
Cn
13 GA
2.24
BROWN
v
12 GA
2.59
ORANGE
11 GA
2.95
YELLOW
10 GA
3.30
BLACK
8 GA
3.76
BLUE
2 12 GA
2 X 2.59
ORANGE
LAMINATED
2 11 GA
2 X 2.95
YELLOW
LAMINATED
2 10 GA
2 X 3.30
BLACK
LAMINATED
2 8 GA
2 X 3.76
BLUE
LAMINATED
3 12 GA
3 X 2.59
ORANGE
LAMINATED
3 11 GA
3 X 2.95
YELLOW
LAMINATED
3 10 GA
3 X 3.30
BLACK
LAMINATED
3 8 GA
3 X 3.76
BLUE
LAMINATED
,,,,
$
24 GA
0.66
UNPAINTED
o
a
22 GA
0.74
YELLOW
rn
W
N
U)
,FS ARE FAIN I ED ON BOTTOM OF
WALL SHEETS STIFFENERS & SPLICE PLATES.
TYPICAL STIFFENER & SPLICE PLATE PROFILES
�
o
"M" SERIES SPLICE PLATES
"M" SERIES STIFFENERS
16M GA
14M GA
12M GA
10M GA
8M GA
7M GA
5M GA
3M GA
16M GA
14M GA
12M GA
10M GA
8M GA
7M GA
5M GA
3M GA
DE 8.2 BOLT TORQUE VALUES
ER
TORQUE (IN -LB) [N -M]
8]
r
221 [25]
.5]
392 [44.3]
11]
628 [71]
3]
1 958 [108.2]
1 1/2'
[38]
w
0
11
N
28 1/8-
[714]
112 1/2" [2858]
P56 1/4" [1429]-
EXTERNALLY STIFFENED
VIEW FROM INSIDE THE BIN
d
V
Z
JW
36 ROOF PANELS w U
22 GA. [0.74] 66 1/4" [1683] C- V)
W
ROOF SUPPORT RING TRAPEZOIDAL m w � �j L5 pp
INSPECTION = I- W W :2
o � HATCHZ N C� � V) Z
� � � 16M GA TOP
w c� _l _1 I--
I M Z 30 15/16 0 3 w J
r., u v o �n[786] Lr -
*16M
� U � < <
4b z
216572
*16M GA TOP 18GA 212387
rn -SP�CE
Q, 6 20GA (9) 212395
`- II ' ^ (1) 212395SD
14- 16M GA
co
L__J *14M GA 5 20GA 212395.
SPLICE 0
CO - Q 4 20GA 212395
1 \ 14M GA
tV ~
M7 *14M GA 3 19GA 212361
SPLICE D
N II 14M GA BOT 1
94 1/8" 2 18GA 212368
� �
[2390]
in 11 216824 ...,. BOTTOM 14GA 212478
(1) WALK-IN DOOR -)DETAIL A
GA -BOT. 246 30' (9144] NOMINAL DIAMETER
9 11/16'0
[
210650
MODEL SB3025ESCDO1 (SEISMIC CATEGORY D)
CAPACITY- 19,271 CU. Ff. [546 CU. M.]
RECOMMENDED ANCHOR BOLTS = 3/4" [22] X1554 GR 369 20 REQ'D
STIFFENER CONNECTION DETAILS
DRAWING NUMBERS
I ...... E/TM32
II ..... E/M-M
III .... E/M-MB-HO/125
28 1/8w
[714]
14 GA X 42 2/3" X 116"
OUTSIDE STIFFENED WALL
SHEET ABOVE DOOR
19 GA X 42 2/3" X 97 1/4"
SHORT OUTSIDE STIFFENED
WALL SHEET (R.H.)
14GAX422/3"X41"
SHORT OUTSIDE STIFFENED
WALL SHEET (R.H.)
8 GA X 41 " X 18 2/3"
RAISED WALK-IN SHEET SILL SHEET
�o
N tD
u
N
O
o
n
�
�co
Nu
u
N
z
EXTERNALLY STIFFENED
VIEW FROM INSIDE THE BIN
d
V
Z
JW
36 ROOF PANELS w U
22 GA. [0.74] 66 1/4" [1683] C- V)
W
ROOF SUPPORT RING TRAPEZOIDAL m w � �j L5 pp
INSPECTION = I- W W :2
o � HATCHZ N C� � V) Z
� � � 16M GA TOP
w c� _l _1 I--
I M Z 30 15/16 0 3 w J
r., u v o �n[786] Lr -
*16M
� U � < <
4b z
216572
*16M GA TOP 18GA 212387
rn -SP�CE
Q, 6 20GA (9) 212395
`- II ' ^ (1) 212395SD
14- 16M GA
co
L__J *14M GA 5 20GA 212395.
SPLICE 0
CO - Q 4 20GA 212395
1 \ 14M GA
tV ~
M7 *14M GA 3 19GA 212361
SPLICE D
N II 14M GA BOT 1
94 1/8" 2 18GA 212368
� �
[2390]
in 11 216824 ...,. BOTTOM 14GA 212478
(1) WALK-IN DOOR -)DETAIL A
GA -BOT. 246 30' (9144] NOMINAL DIAMETER
9 11/16'0
[
210650
MODEL SB3025ESCDO1 (SEISMIC CATEGORY D)
CAPACITY- 19,271 CU. Ff. [546 CU. M.]
RECOMMENDED ANCHOR BOLTS = 3/4" [22] X1554 GR 369 20 REQ'D
STIFFENER CONNECTION DETAILS
DRAWING NUMBERS
I ...... E/TM32
II ..... E/M-M
III .... E/M-MB-HO/125
28 1/8w
[714]
14 GA X 42 2/3" X 116"
OUTSIDE STIFFENED WALL
SHEET ABOVE DOOR
19 GA X 42 2/3" X 97 1/4"
SHORT OUTSIDE STIFFENED
WALL SHEET (R.H.)
14GAX422/3"X41"
SHORT OUTSIDE STIFFENED
WALL SHEET (R.H.)
8 GA X 41 " X 18 2/3"
RAISED WALK-IN SHEET SILL SHEET
O
o
n
�
�r-
0
8
z
i
w
;PIZ
II
w'
v
co
Z
co
0
=
N
v
N
cn
CD
rrn
;:a
*I
rnrnrn
Z
-a
-0
�
x
..
01
Cn
Cn
CT)Ln
v
v
V •
.i
C130
F
m
01Z
Cn
O
Q
O
•�
B
N
..
C-3
o
a
rn
W
N
U)
v
�
o
..
C-)
O
0
oro
�c
-v
0
O
o�
o
3
EXTERNALLY STIFFENED
VIEW FROM INSIDE THE BIN
d
V
Z
JW
36 ROOF PANELS w U
22 GA. [0.74] 66 1/4" [1683] C- V)
W
ROOF SUPPORT RING TRAPEZOIDAL m w � �j L5 pp
INSPECTION = I- W W :2
o � HATCHZ N C� � V) Z
� � � 16M GA TOP
w c� _l _1 I--
I M Z 30 15/16 0 3 w J
r., u v o �n[786] Lr -
*16M
� U � < <
4b z
216572
*16M GA TOP 18GA 212387
rn -SP�CE
Q, 6 20GA (9) 212395
`- II ' ^ (1) 212395SD
14- 16M GA
co
L__J *14M GA 5 20GA 212395.
SPLICE 0
CO - Q 4 20GA 212395
1 \ 14M GA
tV ~
M7 *14M GA 3 19GA 212361
SPLICE D
N II 14M GA BOT 1
94 1/8" 2 18GA 212368
� �
[2390]
in 11 216824 ...,. BOTTOM 14GA 212478
(1) WALK-IN DOOR -)DETAIL A
GA -BOT. 246 30' (9144] NOMINAL DIAMETER
9 11/16'0
[
210650
MODEL SB3025ESCDO1 (SEISMIC CATEGORY D)
CAPACITY- 19,271 CU. Ff. [546 CU. M.]
RECOMMENDED ANCHOR BOLTS = 3/4" [22] X1554 GR 369 20 REQ'D
STIFFENER CONNECTION DETAILS
DRAWING NUMBERS
I ...... E/TM32
II ..... E/M-M
III .... E/M-MB-HO/125
28 1/8w
[714]
14 GA X 42 2/3" X 116"
OUTSIDE STIFFENED WALL
SHEET ABOVE DOOR
19 GA X 42 2/3" X 97 1/4"
SHORT OUTSIDE STIFFENED
WALL SHEET (R.H.)
14GAX422/3"X41"
SHORT OUTSIDE STIFFENED
WALL SHEET (R.H.)
8 GA X 41 " X 18 2/3"
RAISED WALK-IN SHEET SILL SHEET
A
O O
NOTE HOLE
ORIENTATION
BOTTOM
INSIDE
OF SILO
HEX NU1
OUTSIDE
SILO
PER
LLSH EET
HEX HEAD BOLT
LOWER W/SW GRADE 8.2
WALLSHEET
NOTE: WALLSHEET
OVERLAP
HORIZONTAL SEAM
DETAIL A
SILO WA
(20) STIFFENEF
TO BE INS
OUTSIDE THE SILO wwe 1� m
USE 3/8" X 1 1/4" HH BOLTS
W/SW GRADE 8.2 (290389)
TO FASTEN WALK-IN DOOR
TO SILO WALL
19 GA X 42 2/3" X 97 1/4"
SHORT OUTSIDE STIFFENED
WALL SHEET (L.H.)
14 GA X 42 2/3" X 41 to
SHORT OUTSIDE STIFFENED
WALL SHEET (L.H.)
WALK-IN DOOR
(211157A)
PER ,IIT
I�TfiECOUN ' DR'EL��s��tfl -INJ`EP',''CEc
"T" 7�N r"'.'�l�f QJ►; �4a`tcn y may. Tin s-►. a_ 3.;ri. "r.s.
ZL
i lis1 1 By
PLAN VIEW
SHOWING EXTERNAL STIFFENERS
�j NOTES: -Ess
® 1. TOP WALL SHEETS ARE PUNCHED ®3 1/8" [79] O.C. AT THE TOP OF THE SHEET Q�.,.....-' �'V.;•
AND 0 9 3/8" [238] O.C. AT THE BOTTOM.
��Q ,���
o 2. UPPER WALL SHEET RING ALWAYS OVERLAPS THE WALL SHEET RING BELOW IT.
3. BOTTOM RING OF WALL SHEETS HAS INWARD FLANGE.
p n C� ' ,� it
0 0 4. * INDICATES SPLICE PLATE (SEE CHART FOR PART NO.). �1 ' h1o. CC}%s7�74
0 5• [gip: Dec. 31, a
o a;•r
a o , ALWAYS DRIVE THE_NUT (INSTEAD OF THE BOLT) TO FASTEN CONNECTIONS. 2011 �
WALLSHEET-TO-WALLSHEET CONNECTION " s;
03 �, 6. HORIZONTAL SEAMS -USE 3/8 X 1 [10 X 25] GR. 8.2 BOLTS (290103). T" 0 �� `�G�
g 3 7. HORIZONTAL SEAMS - ALL BOLT SPACING IS ® 9 3/8" [238] O.C.
F C ---= `�-.-- �- --- --�- -- -- T - - - --
_bw " THOSE MARKED 13 , BOLT SPACING IS ® 3 1/8" [79] O.C.
x `g o 8. VERTICAL SEAMS USE 3/8" X 1 " [10 X 25] GR. 8.2 BOLTS (290103), '
a 3
DCJ1c :1 ?y,�'•'1 .l _�� It
SPECIFICATIONS SUBJECT TO CHANGE WITHOUT PRIOR NOTICE r.
nu;
O
••
O O
A
O O
NOTE HOLE
ORIENTATION
BOTTOM
INSIDE
OF SILO
HEX NU1
OUTSIDE
SILO
PER
LLSH EET
HEX HEAD BOLT
LOWER W/SW GRADE 8.2
WALLSHEET
NOTE: WALLSHEET
OVERLAP
HORIZONTAL SEAM
DETAIL A
SILO WA
(20) STIFFENEF
TO BE INS
OUTSIDE THE SILO wwe 1� m
USE 3/8" X 1 1/4" HH BOLTS
W/SW GRADE 8.2 (290389)
TO FASTEN WALK-IN DOOR
TO SILO WALL
19 GA X 42 2/3" X 97 1/4"
SHORT OUTSIDE STIFFENED
WALL SHEET (L.H.)
14 GA X 42 2/3" X 41 to
SHORT OUTSIDE STIFFENED
WALL SHEET (L.H.)
WALK-IN DOOR
(211157A)
PER ,IIT
I�TfiECOUN ' DR'EL��s��tfl -INJ`EP',''CEc
"T" 7�N r"'.'�l�f QJ►; �4a`tcn y may. Tin s-►. a_ 3.;ri. "r.s.
ZL
i lis1 1 By
PLAN VIEW
SHOWING EXTERNAL STIFFENERS
�j NOTES: -Ess
® 1. TOP WALL SHEETS ARE PUNCHED ®3 1/8" [79] O.C. AT THE TOP OF THE SHEET Q�.,.....-' �'V.;•
AND 0 9 3/8" [238] O.C. AT THE BOTTOM.
��Q ,���
o 2. UPPER WALL SHEET RING ALWAYS OVERLAPS THE WALL SHEET RING BELOW IT.
3. BOTTOM RING OF WALL SHEETS HAS INWARD FLANGE.
p n C� ' ,� it
0 0 4. * INDICATES SPLICE PLATE (SEE CHART FOR PART NO.). �1 ' h1o. CC}%s7�74
0 5• [gip: Dec. 31, a
o a;•r
a o , ALWAYS DRIVE THE_NUT (INSTEAD OF THE BOLT) TO FASTEN CONNECTIONS. 2011 �
WALLSHEET-TO-WALLSHEET CONNECTION " s;
03 �, 6. HORIZONTAL SEAMS -USE 3/8 X 1 [10 X 25] GR. 8.2 BOLTS (290103). T" 0 �� `�G�
g 3 7. HORIZONTAL SEAMS - ALL BOLT SPACING IS ® 9 3/8" [238] O.C.
F C ---= `�-.-- �- --- --�- -- -- T - - - --
_bw " THOSE MARKED 13 , BOLT SPACING IS ® 3 1/8" [79] O.C.
x `g o 8. VERTICAL SEAMS USE 3/8" X 1 " [10 X 25] GR. 8.2 BOLTS (290103), '
a 3
DCJ1c :1 ?y,�'•'1 .l _�� It
SPECIFICATIONS SUBJECT TO CHANGE WITHOUT PRIOR NOTICE r.
nu;
40
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H
r
4P
its z} 0,4,
;k
k6
e III
H
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4P
its z} 0,4,
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�{tit BILL OF MATERIALS
` .N: ITEM NO. PART N0. QTY DESCRIPTION
1 2142346-51-138 2 PLATFORM FRAME SUPPORT ANGLE 12GA X 1
7/8" X 1 7/8" X 89 1/219
iZe*..', 2142347-51-69 2 FORM FRAME CHANNEL 12GA X 4 1/4" X 2"' X 45 1/4"
2 PLAT
3 2142350 3 PLATFORM FRAME CHANNEL 12GA X 2'9 X 4" X 109 3/4
4 2142353 1 CENTER DECKING 12GA X 36 1/2" X 35 3/4
5 2142354-51-69 2 PLATFORM BRACE 12GA X 211 X 2" X 62 1/211
X 92 3/8
6 2142355 6 GUARD RAIL POST 12GA X 2" X 2'
7 2142356-51-69 8 SIDE GUARD RAIL 12GA X 2f9 X 2" X 45 1/411
/
8 2142357 4 FRONT GUARD RAIL 12GA X 2 X 291 X 109 3 4"
9 2142358 2 PLATFORM BRACE TO ROOF 12GA X 2 X 2" X 18 1/16'9
or 10 2142359 2 PLATFORM BRACE TO ROOF 12GA X 2" X 2" X 38 7/16
V*
X 39. 1/41?
11 2142360RH 1 RIGHT HAND END DECKING 12GA X 39
12 214236OLH 1 LEFT HAND END DECKING 12GA X 39" X 39 1/4
Z
A 291291 105 5/1611 X 3/4" SERRATED FLANGE HEX HEAD BOLT GRADE 8.2
le
B 290010 105 5/16t' SERRATED FLA14GE HEX NUT
C 290160 25 3/8" X 1 1/2" HEX HEAD BOLT W/SW GRADE 8.2
D 291292 40 3/8" X 1" SERRATED FLANGE HEX HEAD BOLT GRADE 8.2
E 290961 65 3/8" SERRATED FLANGE HEX NUT
25
F 290042 13/8" SEALING WASHER
ECS
'ed
4
60
x - PERMI'l rs J�— Y Z
BUTTE COU N' TY D F�IELOPMENT SERVICES
L
Iop
4V -arc" L t
L V I 1, 1, �, 1.� � Ems j
pp -oft'"
�41
P
IA
7
DI -JI B
\G
Q-zza-,
101-
000,
Gok r3lo
r rF
X, 4/
Vit,
0'oe r No. 0047370 M
Exp: Dec. 3 1, 1;��
Ile Z'Zo
U I �Tfl
ISIQ
>
t
It! it
SCAFCO Grain Systems Company
xe
5400 E. Broadway Avenue
170 PO Box 11215
ERA 11V S YSTI WS El 7MPA
Spokane, WA 99211-1215, USA
O
Tel: 509-535-1571 * Fox: 509-535-9130 mailOSCAFCO.com * www.SCAFCO.com
4r
4S
INSTALLATION DRAWING FOR EXTENDED EAVE PLATFORM
(FULL FLOOR PLATFORM- FOR DIA 511 — 691
r.
BY DATE DRAWING NO.: REV.
4,
DRAWN PVT 1 ONOV1 5
CHECKED JSD 1 ONOV1 5 219457-51 -69 D
REV. By DATE DESCRIPTION OF CHANGE APPROVED MH 11 0NOV1 5 swL. 3/8' = 1$-0' I SHEET: 1 OF 4
e
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�{tit BILL OF MATERIALS
` .N: ITEM NO. PART N0. QTY DESCRIPTION
1 2142346-51-138 2 PLATFORM FRAME SUPPORT ANGLE 12GA X 1
7/8" X 1 7/8" X 89 1/219
iZe*..', 2142347-51-69 2 FORM FRAME CHANNEL 12GA X 4 1/4" X 2"' X 45 1/4"
2 PLAT
3 2142350 3 PLATFORM FRAME CHANNEL 12GA X 2'9 X 4" X 109 3/4
4 2142353 1 CENTER DECKING 12GA X 36 1/2" X 35 3/4
5 2142354-51-69 2 PLATFORM BRACE 12GA X 211 X 2" X 62 1/211
X 92 3/8
6 2142355 6 GUARD RAIL POST 12GA X 2" X 2'
7 2142356-51-69 8 SIDE GUARD RAIL 12GA X 2f9 X 2" X 45 1/411
/
8 2142357 4 FRONT GUARD RAIL 12GA X 2 X 291 X 109 3 4"
9 2142358 2 PLATFORM BRACE TO ROOF 12GA X 2 X 2" X 18 1/16'9
or 10 2142359 2 PLATFORM BRACE TO ROOF 12GA X 2" X 2" X 38 7/16
V*
X 39. 1/41?
11 2142360RH 1 RIGHT HAND END DECKING 12GA X 39
12 214236OLH 1 LEFT HAND END DECKING 12GA X 39" X 39 1/4
Z
A 291291 105 5/1611 X 3/4" SERRATED FLANGE HEX HEAD BOLT GRADE 8.2
le
B 290010 105 5/16t' SERRATED FLA14GE HEX NUT
C 290160 25 3/8" X 1 1/2" HEX HEAD BOLT W/SW GRADE 8.2
D 291292 40 3/8" X 1" SERRATED FLANGE HEX HEAD BOLT GRADE 8.2
E 290961 65 3/8" SERRATED FLANGE HEX NUT
25
F 290042 13/8" SEALING WASHER
ECS
'ed
4
60
x - PERMI'l rs J�— Y Z
BUTTE COU N' TY D F�IELOPMENT SERVICES
L
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101-
000,
Gok r3lo
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X, 4/
Vit,
0'oe r No. 0047370 M
Exp: Dec. 3 1, 1;��
Ile Z'Zo
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ISIQ
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SCAFCO Grain Systems Company
xe
5400 E. Broadway Avenue
170 PO Box 11215
ERA 11V S YSTI WS El 7MPA
Spokane, WA 99211-1215, USA
O
Tel: 509-535-1571 * Fox: 509-535-9130 mailOSCAFCO.com * www.SCAFCO.com
4r
4S
INSTALLATION DRAWING FOR EXTENDED EAVE PLATFORM
(FULL FLOOR PLATFORM- FOR DIA 511 — 691
r.
BY DATE DRAWING NO.: REV.
4,
DRAWN PVT 1 ONOV1 5
CHECKED JSD 1 ONOV1 5 219457-51 -69 D
REV. By DATE DESCRIPTION OF CHANGE APPROVED MH 11 0NOV1 5 swL. 3/8' = 1$-0' I SHEET: 1 OF 4
e
14
DETAIL 2
(SHEET 3)
*18 3/4" [476]
*112 1/21' [2s58]
ROOF PANELS
OMITTED FOR
CLARITY
4k, ��;4 i• e�
44 A
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DETAIL 2
Xk
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CP (SHEET 3)
DETAIL 2
(SHEET 3)
x •
C •�
ao a
x •2
*18 3/4" [476]
LADDER LOCATION: LEFT OF STIFFENER
PEIlMi IT
J-�r` r_ i1C?�..4 � Cr` (,T1 (f('�+Q
`rvr-..2� �r-w � � �s.-eres �j1 �•;, � ��cw.� _..c..� �+'rn. e�+�, t�`,
t� r_-tf't ' �-�a � ,R•.a (!+v � —+re t,�?.'rte r i--\ � � t •..,r.'�.
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NOTE.
t
TYPICAL LADDER LOCATIONS SHOWN, ACTUAL LOCATIONS MAY VARY,
FINAL LOCATION OF SAVE PLATFORM TO BE FIELD DETERMINED
•
,� ? • f try � s � x �••i g �:
> � � # 6 $i::tnJ.`�<.YbW w•�dt::?I)U>•W�:Hv',`i� _• S
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t 3 ? #,^ ^catta::we::eu:ti;rvrk--wxa .....`.• � �. t
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ROOF PANELS
OMITTED FOR
CLARITY
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DETAIL 2
E
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(SHEET 3)
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t14
t
,T,�;c,�, *112 1/2" [2858]
r r„
`s-' / o. C047370 In
E . Dec. 31, J
�ot7 7`
Ct V 1t
., LADDER LOCATION: RIGHT OF
STIFFENER
*9 3/8" [238]
SCAFCO Groin Systems Company
ZR4
5400 E. BrPO Boz 11215
Spokane. WA 99211-1215. USA
5Y3TF] N5 COMPANY
Tei: 509-535-1571 +Fax: 509-535-9130 t maiiASCAFCO.com * www.SCAFCO.com
INSTALLATION DRAWING FOR EXTENDED SAVE PLATFORM
(FULL FLOOR PLATFORM; FOR DIA 51' - 69')
BY DATE DRAWING NO.: REV.
DRAWN PVT ,oNoV,S 219457-51-69D
CHECKED JSD 10NOV15
REV. BY DATE DESCRIPTION OF CHANGE APPROVED MH 10NOV15 scup: a/a• _ V—oSHEEP: 2 OF 4
f
E
L
f
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i I 1
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�, / / 21 5/16 21 5/16 18 1 1 /16 2 11 16 to
CX7 �7 �lz /
p m m a \ [135] [542] [542] [542] 474 68
` M M
D 00
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f O O L i —I
f r--- 1
f O 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0•
E o o O t=
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42 2/3" [1084]
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MISSOURI MENUMMIS
SOMEONE, SWOONED HOW
=v cn 18 2 3"
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v [406] [542] [542] [542] [203]
2 1 1 / 16"
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[68]
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G)anoma EMISSION, N
•SOMgoommonommonowENSURE*•
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42 2/3" [1084] 42 2/3" [1084]
m z [271]
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14
13
12
11
10
9
8
7
6
5
4
3
2
1
ITEM#
12' SECTION
REPEAT THIS
SECTION 6 TIMES
7YP FOP 19' 0 PrTI n til
711,
U (
514050
280019
514193
514173
514170
514158
514157
514315
514314
514154
514153
514152
514151
514150
2
6
12
24
24
QTY.
2 2x
34�-0" [10363]-
2)2X JC
Im
U �
2 )2x ][
:i EXISTING CATWALK
µ
TOP HANDRAIL CHANNEL X 10'-0" [3048]
INTERMEDIATE HANDRAIL 1 1/41" DIA. EMT CONDUIT X 10'-0" [3048]
CATWALK
12XX END CLOSURE POST 12CA X 46" [1168]
1248HD
CATWALK END TOEBOARD 18GA X 26" [660]
12XX CATWALK HANDRAIL POST 21"C X 50" [51 X 1270]
12XXHD
CATWALK BEAM SPLICE PLATE X 27" [686]
12XXHD
CATWALK BEAM SPLICE CHANNEL 12"C X 27" [305 X 6861
CATWALK
FLOOR SECTION X 12'-0" [3658]
CATWALK
FLOOR SECTION X 8'-0" [2438]
1248HD
1248HD
CATWALK SUPPORT BRACE ANGLE 70 1/16" [1780]
CATWALK SUPPORT BRACE ANGLE 69 3/8" [1762]
1248HD
12XXHD
CATWALK SUPPORT CHANNEL 4"C X 51 3/4" [102C X 1314]
CATWALK BEAM CHANNEL 1211C X 12'-0" [305C X 3658]
12XXHD
CATWALK BEAM CHANNEL 1211C X 8'-0" [305C X 2438]
DESCRIPTION
PARTS LIST
SUPPORT
2 2X ][
—34'-0" [10363]
C-0
Y �
a�
U (n
°a
XI -
CD r VI
W C047370
Exp: Dec. 31,
LP Clo-
OF CA
P E R M I 'I
BUTTE COUNT Y DEVELOPMENT SERVICES
_ '' 1��TR L �•�T ti. STT �/+S'�^ �
•.\ ..� v L
V:
1 A: E.___�_� BYID. -
CONVEYOR
(BY OTHERS)
�X�i 3
`"
2'-2y' 2'-2» o
[661] [661]
w
ca—
4'-4 1/161t
/ [1322]
f -
r. rye, .. s.. �.. i �`.i -�� L� - .✓ �} �S,d
NOTE: SEE DRAWING 267037LH FOR ASSEMBLY DETAILS
ASSEMBLY NOTE:
DO NOT EXCEED 48'-0" [14630] MAXIMUM ERECTION SPAN.
LIFTING SPANS GREATER THAN 48'-0" [14630] MAY RESULT
IN CATWALK DAMAGE OR FAILURE.
NOTES: NO UNSUPPORTED SPAN GREATER THAN 45' [13716].
SEE DRAWING 267037LH FOR ADDITIONAL ASSEMBLY
INSTRUCTIONS.
REV. I BY I DATE. I DESCRIPTION OF CHANGE
SCAFCO Grain Systems Company
d Q5400 E. Broadway Avenue
® PO Box 11215
zJ;9KRAMSY6TE3f CQMPANY Spokane, WA 99211-1215, USA
Tel: 509-535-1571 * Fax: 509-535-9130 * mail®SCAFCO.com * www.SCAFCO.com
LAYOUT DRAWING
MODEL 1248HD-LH CATWALK X 72'
(FOR GRUBER MANUFACTURING 64762
BY DATE DRAWING NO.: REV.
°RA"""
°Z
28APR' 61248HD-LH-72-64762
CHECKED
JSR
28APR16
APPROVED
MH
28APR16
SCALE 1/8' =
1'-0'I
SHEET: 1 OF 1
ALL PARTS IN THIS VIEW CONNECT TOGETHER WITH
3/899 X 199 [10 X 25] SERRATED BOLTS (ITEM D)
AND 3/8" [10] SERRATED NUTS (ITEM E)
WITH OF
N BRACE
)OF PANEL
Ar.
ooe;�Rl
041
r TI
L0 / No. C047/370 :7j
C% t. •Dec31,
EvAp. -x
ALL REMAINING PARTS (DECKING
AND GUARD RAILS) CONNECT
WITH
5/1691
X 3/419 [8 X
19]
SERRATED BOLTS (ITEM A) AND 5/16"
[8]
SERRATED NUTS (ITEM
B),
EXCEPT
AS NOTED IN
DETAIL
Xz b A',
U
6f WAf SY5TfWS MMPAW
SCAFCO Grain Systems Company
5400 E. Broadway Avenue
PO Box 11215
Spokane, WA 99211-1215, USA
Tel: 509-535-1571 * Fax: 509-535-9130 * mail®SCAFCO.com * www.SCAFCO.com
INSTALLATION DRAWING FOR EXTENDED SAVE PLATFORM
(FULL FLOOR PLATFORM; FOR DIA 51' - 69')
BY DATE DRAWING NO.: REV.
o�� Pvr ,oNov,5 219457-51-69D
CHECICzD JSD 10NOV15
REV. BY DATE DESCRIPTION OF CHANGE APPROVED MH 10NOV15 1 scr+L- s/s• _ 1-'—o' SHEEP: 4 OF 4
k
r
SILO
q
54" [ 1372]
B
BIN SIDEWALL
STIFFENER
(EXTERNALLY STIFFENED)
SILO
q
SIDEWALL BRACKETS
54" [1372]
• B
HAT CHANNEL
2142043
UPPER BRACE ANGLE
(4 REQ*D)
00o Z
MID M BRACE ANGLE CUP
2142201 (8 REQ'D)
• any
LOWER BRACE ANGLE '
(2 REVD)
END BRACE ANGLE CUP
2142202RH AND 2142202LH
(8 REQ'D) J
54" [1372] INSIDE
OF VERTICAL COLUMNS.
r
54" [1372] [1372] INSIDE OF,�
VERTICAL COLUMNS
SECTION A -A
DETAILS 2-4
(SHEET 2)
,000� ftfts.
CONNECT HAT CHANNEL 2142043
TO VERTICAL COLUMN 2142044SW
USING (2) 1/2" X 1" [13 X 25]
SERRATED FLANGE BOLTS AND
1/2" [13] SERRATED FLANGE
NUTS ON EACH SIDE EACH END.
VERTICAL COLUMN
2142044SW
CWS HAT CHANNEL
2142043 (1 REQ'D)
lwba
-- LO
rn
N 00
u to 00
4?1— -9 co L --j
BL ---I'E COJI T)' b�;.�,:LOPMEt\IT SERVICES
rO '�--f E 1I.Atf i,'F–m F�,),, C",\
I j1 C14
-- .-� -lam' RY 4 'low
TOP HORIZONTAL SEAM
SIDEWALL BRACKET
1 PANEL
2142323-30SW
(6 REQ'D) �
DETAIL 1
SIDEWALL BRACKET LO CATI O N
LO
N
c0
FOR
00
00
� TOP
HORIZONTAL
SEA
DETAIL 1
189 5/16" [4808]
A
A
UPPER BRACE STRUT
2142204 (1 REQ'D)
lor.
i
3
..
VERTICAL COLUMN
•
2142044SW (2 REQ'D) —\
ILI
LOWER BRACE STRUT
•
2142203 (2 REQ'D)
:-
BIN SIDEWALL
STIFFENER
(EXTERNALLY STIFFENED)
SILO
q
SIDEWALL BRACKETS
54" [1372]
• B
HAT CHANNEL
2142043
UPPER BRACE ANGLE
(4 REQ*D)
00o Z
MID M BRACE ANGLE CUP
2142201 (8 REQ'D)
• any
LOWER BRACE ANGLE '
(2 REVD)
END BRACE ANGLE CUP
2142202RH AND 2142202LH
(8 REQ'D) J
54" [1372] INSIDE
OF VERTICAL COLUMNS.
r
54" [1372] [1372] INSIDE OF,�
VERTICAL COLUMNS
SECTION A -A
DETAILS 2-4
(SHEET 2)
,000� ftfts.
CONNECT HAT CHANNEL 2142043
TO VERTICAL COLUMN 2142044SW
USING (2) 1/2" X 1" [13 X 25]
SERRATED FLANGE BOLTS AND
1/2" [13] SERRATED FLANGE
NUTS ON EACH SIDE EACH END.
VERTICAL COLUMN
2142044SW
CWS HAT CHANNEL
2142043 (1 REQ'D)
lwba
-- LO
rn
N 00
u to 00
4?1— -9 co L --j
BL ---I'E COJI T)' b�;.�,:LOPMEt\IT SERVICES
rO '�--f E 1I.Atf i,'F–m F�,),, C",\
I j1 C14
-- .-� -lam' RY 4 'low
TOP HORIZONTAL SEAM
SIDEWALL BRACKET
1 PANEL
2142323-30SW
(6 REQ'D) �
DETAIL 1
SIDEWALL BRACKET LO CATI O N
LO
N
c0
FOR
00
00
� TOP
HORIZONTAL
SEA
DETAIL 1
189 5/16" [4808]
A
A
i
3
ILI
L U-' rn
N0. C04%J�0
Exp: Dec. 31, `-H �.
Or CP,
SCAFCO Grain Systems Company
d �� 5400 E. Broadway Avenue
PO Box 11215
6R4IN5Y5TEM5COMPANY Spokane, WA 99211-1215, USA
Iri
z -
Tel: 509-535-1571 * Fax: 509-535-9130 * maiIOSCAFCO.com * www.SCAFCO.com
INSTALLATION DRAWING FOR CATWALK SUPPORT
ON 30'0 BIN W/60" RC (18" ABOVE PEAK)
BY DATE DRAWING NO.: REV.
DRAWN DZ 28APR16 CWS30-5SAI 8D
CHECKED
REV. BY DATE DESCRIPTION OF CHANGE APPROVED SCALE: 1:50 SHEEP: 1 of 4
i
i
VERTICAL COLUMN -
f
SIDEWALL BRACKET
M^^r PANEL
CLIP
w 0
00 IN
I
6/6"" L10J SERRATED
FLANGE HEX NUT
SIDEWALL 6RACKL-I
T„n `'T'r-r-r-
NER
_ET
DETAIL 2
EXTERNALLY STIFFENED BIN
ROOF F
VERTICAL COLUMN
SIDEWALL BRACKET
min nl in
3/8" X 1
1 /2"
[ 10 X
38]
HEX
HEAD
BOLT
W/SW
GRADE
8.2
SEALING WASHER
DETAIL 3
INTERNALLY STIFFENED BIN
.]
0
=ET
TI FFEN ER
I ! sl E CaLAITY D EVELOPMEN T SERVICES
rj; E C,,,
VERTICAL COLUMN
r
l )
�J
l
OS
G
3/8" X 1 1/2" [10 X 38]
SERRATED FLANGE HEX
HEAD BOLT GRADE 8.2
EALING
WASHER
SIDEWALL BRACKET
0
REV. I BY DATE
3/8" [10] SERRATED
FLANGE HEX NUT
SIDEWALL BRACKET
DETAIL 4
NON STIFFENED BIN
DESCRIPTION OF CHANGE
DID r`I ID
� u �
ES Q10/
0
A
C -DZ_
LLI o. CO47370 n
Exp: Dec. 31, 2=�?
y
LP
OF C A%
*FIELD DRILL HOLES AT DIMENSIONS
SHOWN FOR BRACKET ATTACHMENT
*ATTACH SIDEWALL BRACKET TO
HORIZONTAL SEAM AS REQ'D
WALLS H E ET
3/8" X 1 1 /2"
[10 X38] HEX HEAD
BOLT W/SW GRADE 8.2
3/8" [10] SEALING WASHER
SCAFCO Grain Systems Company
5400 E. Broadway Avenue
PO Box 11215
62alN5Y5tEnr5COMPAivY Spokane, WA 99211-1215, USA
Tel: 509-535-1571 •Fax: 509-535-9130 • maiIOSCAFCO.com • www.SCAFCO.com
INSTALLATION DRAWING FOR CATWALK SUPPORT
ON 30'O BIN W/6011 RC (1 8" ABOVE PEAK)
BY DATE DRAWING NO.: REV.
DRAWN DZ 28APR16
CHECKED CWS30-5SA18D
APPROVED SCALE: 1:40 SHEET: 2 OF 4
I
TYPICAL CROSS BRACING
CONNECTION DETAIL
CATWALK ANCHOR
CLIP 2 REQ'D
TOP HAT CHANNEL
2142043
SUPPORT COLUMN
CONNECT CROSS BRACE CLIP TO VERTICAL
COLUMN USING 3/8" X i" [10 X 25]
SERRATED FLANGE HEX HEAD BOLT AND
3/8" [10] SERRATED FLANGE NUT
CONNECT CROSS BRACING TO CLIPS
USING 5/8" X 1 1/2" [16 X 38]
SERRATED FLANGE HEX HEAD BOLT
AND 5/8" [16] SERRATED FLANGE NUT
CONNECT BRACING AT MID POINT USING
3/8" X 1 1/2" [10 X 38] SERRATED FLANGE
HEX HEAD BOLT AND 3/8" [10]
SERRATED FLANGE NUT W/ 5GA SPACER
PLATE 714053-5 BETWEEN BRACES
�O N N ECT BRACE STRUT TO VERTICAL
COLUMN USING (4) 3/8" X 1 It [10 X 25]
SERRATED FLANGE HEX HEAD BOLT AND
3/8" [10] SER RATED FLANGE NUT
CONNECT SIDEWALL BRACKET TO VERTICAL
COLUMN USING 3/8" X 1" [10 X 25]
SERRATED FLANGE HEX HEAD BOLT AND
3/8" [10] SER RATED FLANGE NUT
CATWALK WIDTH
I A
58" [ 1473]
17" [432]1
48" [1220]
12" [30511
36" [914]
9"
[229)
CATWALK WIDTH
VIEW B -B
PU- fE COUNT , DMLO ���r� T SERVICES
..
BY
D 4 i E___.. _
FIELD DRILL 03" [76] HOLE
IN SIDEWALL BRACKET
FOR WIND RING SEGMENT
TO GO THROUGH
AS REQUIRED
VERTICAL COLUMN
SIDEWALL BRACKET
WIND RING DETAIL
1..- NEEDED ONLY IF EXTERNAL WIND
RING IS REQUIRED
vo
r4 �`
SEE CATWALK
ANCHOR DETAIL
(PAGE 4)
REV.
o�ES t
o� )���
LCJ i-tl
b. C047370
E: Dec. 31,
C1 V I��J
OF C'a
END BRACE CLIP
2142202LH
HAT CHANNEL
2142043
END BRACE CLIP
2142202RH
MID BRACE CLIP
2142201
UPPER STRUT
2142204
MID BRACE CLIP
2142201
MID BRACE CLIP
2142201
LOWER STRUT
2142203
MID BRACE CLIP
2142201
END BRACE CLIP
2142202RH
END BRACE CLIP
2142202LH
LOWER STRUT
2142203
•'"'"Wa.
40
7W
SCAFCO Grain Systems Company
a4L
D 5400 E. Broadway Avenue
PO Box 11215
W;SR5Y5TFJffSCOMPANY Spokane, WA 99211-1215, USA
Tei: 549-535-1571 +Fax: 509-535-9130 • maiI@SCAFCO.com " www.SCAFCO.com
INSTALLATION DRAWING FOR CATWALK SUPPORT
ON 30'0 BIN W/6011 RC (181) ABOVE PEAK)
BY DATE DRAWING NO.: REV.
DRAWN DZ 28APR16 CWS30-5SAl 8D
CHECKED
BY DATE DESCRIPTION OF CHANGE APPROVED SCALE: 1:40 SHEEP: 3 OF 4
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1
(4)
CONNECT CATWALK ANCHOR CLIP 514068 TO
CATWALK SUPPORT HAT CHANNEL USING
1/4 14 X 3/4" SELF DRILLING FASTENERS
ATTACH SUPPORT COLUMN 2142044SW
TO TOP HAT CHANNEL 2142043 WITH
(2) 1/211 X 1" [13 X 25] SERRATED
FLANGE HEX HEAD BOLT GRADE 8.2 AND
1/2" [13] SERRATED FLANGE HEX NUT
SUPPORT COLUMN
2142044SW
CATWALK ANCHORING
CATWALK ANCHOR CLIP
514068
FOR TRUSS STYLE- CATWALK
TO P HAT
CHANNEL
2142043
ATTACH CATWALK ANCHOR CLIP
514068 TO TOP HAT CHANNEL
2142043 BY FIELD DRILLING FOR
(4) 3/8" X 1 " [ 10 X 25]
SERRATED FLANGE HEX HEAD
BOLT GRADE 8.2 AND 3/8" [10]
SERRATED FLANGE HEX NUT
0936/0948/0958,,/.' 68�SERIES CATWALKS
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QJZ10
der 'P
.�X'N
CJ
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DETAILS
CONNECT CATWALK ANCHOR CLIP 514084 TO
CATWALK SUPPORT HAT CHANNEL BY FIELD
DRILLING FOR (2) 1/2" X 1" [13 X 25]
SERRATED FLANGE HEX HEAD BOLT GRADE 8.2
AND 1/2" [13] SERRATED FLANGE HEX NUT
lit, l-r� (o ---I5
_
BUTTE CO______�
UNT ' MTLOPMENT SERVICES
Jj
PL�"'
TTE_-V/
CATWALK ANCHOR CLIP
514084
TO P HAT
CHANNEL
2142043
ATTACH SUPPORT COLUMN 2142044SW
TO TOP HAT CHANNEL 2142043 WITH
SUPPORT COLUMN (2) 1/2" X 1" [13 X 25] SERRATED
2142044SW FLANGE HEX HEAD BOLT GRADE 8.2 AND
1/2" [13] SERRATED FLANGE HEX NUT
FOR BEAM STYLE CATWALK
1236/1248/1258/1268 SERIES CATWALKS
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ErRAIN5Y5TFhl5 COMPANY
SCAFCO Grain Systems Company
5400 E. Broadway Avenue
PO Box 11215
Spokane, WA 99211-1215, USA
Tel: 509-535-1571 * Fax: 509-535-9130 * mail®SCAFCO.com * www.SCAFCO.com
INSTALLATION DRAWING FOR CATWALK SUPPORT
ON 30'4 BIN W/60" RC (7 8" ABOVE PEAK)
BY DATE DRAWING NO.: REV.
DRAWN DZ 28APR16 CWS30-5SAl 8D
CHECKED
REV. BY DATE DESCRIPTION OF CHANGE APPROVED scams: 1:40 SHEET: 4 OF 4
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