ALL FOUNDATION SPECIFICATIONS SHALL BE CONSTRUED AS RECOMMENDATIONS
ONLY. BECAUSE OF THE MANY VARIABLE CONDITIONS IN AN ACTUAL INSTALLATION,
GRAIN SYSTEMS, INC. ASSUMES NO LIABILITY FOR RESULTS ARISING FROM THE USE
OF SUCH RECOMMENDATIONS.
SITE PREPARATION
Foundation Radius
Spike
Two Feet
2 x 4 Center Stake
Pointed Stake
Foundation Line
Figure #1
1.SELECTING THE PROPER SITE
The selected site should be level, firm, and free from underlying debris. The bin can be installed satisfactorily
on slopes, but as the slope increases, additional labor and materials are required for the foundation. The
concrete foundation surface must be level. If some fill is required, it should be watered and tamped
thoroughly to prevent uneven settling from the weight of the bin. Naturally, the site must allow convenient
access for easy loading and unloading, plus provide additional space for future units. Also, consider the
positioning of handling equipment, availability of electricity, and the placement of fans, heaters, and gas
tanks.
2.SCRIBE THE DIAMETER
Having determined the center of the site, drive a small 2 x 4 in the ground to mark the center point of the
foundation. The top of the stake should be the same height as the finished foundation will be. Using one large
spike, nail a straight 2 x 4 (approximately 2 feet longer than the radius of the bin) to the top of the center stake.
This will enable it to swivel. Along the opposite end at a distance given in the foundation layout table, attach
a sharply pointed stake. The swiveling 2 x 4 will act as a compass, enabling you to scribe the correct diameter
of your foundation and later locate the anchor and stiffener bolt locations. (NOTE: Making the 2 x 4 two feet
longer than the radius will allow the 2 x 4 to also be used as a leveling device and for pulling concrete.)
Grain Systems, Inc. Assumption, Ill.
REV. 9-30-96
1
18' Manual Batch
Footing Trench
CIRCULAR FOUNDATION FORM
Carpenter's Level
Figure #2
3.PREPARE THE FOUNDATION
Having scribed the diameter of your foundation, proceed by digging the footing of the foundation. This
consists of a large circular trench dug just inside the foundation line. (Refer to foundation details for necessary
information.) Once the footing has been dug, you are ready to build the forms. It is important that your form
be rigid enough to hold its shape against the poured concrete. Also, the foundation must be flat. Sloped floors
cannot be used in drying bins. A carpenter’s level placed on top of your 2 x 4 will enable you to set the top
of the forms to match the top of the center stake. Check the form work with a transit to ensure a uniform
elevation for the entire foundation.
Grain Systems, Inc. Assumption, Ill.
2
REV. 1-25-96
18' Manual Batch
OCTAGONAL FOUNDATION FORM
There are two styles of foundation forms commonly used. The first is the circular form depicted in Figure
#2. The second style can be made of 2" x 8" boards set into a square with corners blocked off to form an
octagon. (See Figure #3 below.) This eight sided form will approximate a circle and can be constructed quite
easily.
When the foundation form is completed install reinforcement rods by either welding or wiring in place. Place
2" of compacted sand on the inside level of the foundation. The sand is then covered with a 4 mil plastic
moisture barrier. 6" x 6" wire mesh (2 mats), covering the entire area of the foundation, completes your
preparation of the bin’s foundation. You are now ready to begin pouring concrete.
NOTE: ALL CONCRETE IS TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
@ 28 DAYS.
6" x 6" Wire Mesh
2" x 8" Forms
Footing Trench
TOP VIEW
Figure #3
Foundation Line
Grain Systems, Inc. Assumption, Ill.
REV. 1-25-96
3
18' Manual Batch
1234567890123456789012345
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
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1234567890123456789012345
FROST FREE PAD
NOTES:
•Foundation site should be well drained and free of vegetation or debris.
•Foundation design is based on a minimum soil bearing capacity of 3,000 lb/ft2. If soil bearing capacity
is in doubt, contact a local soil testing engineer.
•Concrete shall have a minimum compressive strength of 3,000 PSI at 28 days.
•Requirements for reinforcement do not include overlap.
•Lap all circumferential bars 35 bar diameters and stagger all laps in plan 3'-0".
•All material used for back fill inside the ring wall should be a clean, well graded, crushed stone or sandgravel mixture. Back fill should be placed in 6" lifts and well compacted.
Outside Radius
"N" #6 Bars
Evenly Spaced
1/2" Expansion Joint
6" Max.
23456789012345678901234
23456789012345678901234
23456789012345678901234
1'-6"
1'-0" Min.
#6 Bars @ 12" c/c
Req'd only if "b" is
3" CI.
"b"
23456789012345678901234
23456789012345678901234
23456789012345678901234
23456789012345678901234
23456789012345678901234
23456789012345678901234
23456789012345678901234
23456789012345678901234
23456789012345678901234
23456789012345678901234
Well Compacted Fill
Two Layers
6 x 6 - 6/6 Wire Mesh
Vapor Barrier
Greater than 2'-0"
Figure #4
18' Diameter Bin
Ring Number5678
b1'-0"1'-0"1'-0"1'-7"
N2222
Outside Radius9'-9"9'-9"9'-9"9'-9"
Sq. Ft. Mesh 6 x 6 - 6/6500500500500
Length of #6 Bars200200200200
Total Cubic Yd. Concrete8889
6"
Grain Systems, Inc. Assumption, Ill.
4
REV. 1-25-96
18' Manual Batch
ANCHOR BOLT LAYOUT
Refer to following diagram for proper bolt layout.
Having poured and leveled the concrete, use the center stake and straight 2" x 4" again to find bolt circle radius
for the outside stiffener bolts. Select a starting point and stretch a pre-measured chord along the imaginary
circle formed by the bolt circle radius. Consider the placement of these bolts so as not to interfere with the
positions of bin doors and transitions.
Work both directions from first anchor bolt location, this will help eliminate possible error in laying out
anchor bolts. On larger bins sight across starting anchor bolt and center pin and place anchor bolt on opposite
side of anchor bolt radius. From this point you can work both directions from both anchor bolts.
Bolt Chord
Bolt Radius
Starting
Point
Work Both
Sight Across
Directions
B-5217 5/8" ANCHOR
BOLT ASSEMBLY
Figure #5
5/8" Anchor Bolt Detail
Bin Diameter
18'9'-3.1/16"12
Bolt Circle
Radius
Number of
Anchors
3"
12"
3"
Bolt Chord
Distance
4'-9.1/2"
Grain Systems, Inc. Assumption, Ill.
REV. 7-9-96
5
18' Manual Batch
HARDWARE/BOLTING REQUIREMENTS
NOTE: Grade 2 bolts are designated with a plain head.
NOTE: Grade 5 bolts are designated by 3 slash marks on the head.
All 5/16" diameter bolts are to be Grade 5 or higher.
NOTE: Grade 8 bolts are designated by 6 slash marks on the head.
NOTE: Grade 8.2 bolts are designated by 6 slash marks on the head in a
sunrise pattern.
All 3/8" diameter bolts are to be Grade 8 or 8.2.
IMPORTANT: Do not tighten bolts to exceed the torque specifications listed below.
TORQUE (ft. lb.)
BOLT SIZEMINIMUMMAXIMUM
5/16" - 181520
3/8" - 163542
7/16" - 146572
1/2" - 1395105
CAUTION: UNDER NO CONDITION SHALL ANY OTHER BOLTS BE SUBSTITUTED FOR
THOSE SUPPLIED BY GRAIN SYSTEMS, INC.
14 gauge and 13 gauge sidewall sheets, use
5/16" X 3/4" bolts and nuts. (S-275)
- Use 5/16" x 1.1/4" (S-277) for attaching floor flashing to the sidewall.
Grain Systems, Inc. Assumption, Ill.
6
REV. 9-28-96
18' Manual Batch
REFER TO TOP DRY TANK BOLTING REQUIREMENTS
FOR COMPLETE BOLT USAGE
.950"
.750"
GRADE 5
SIDE VIEW
TOP VIEW
S-275
.3125" x .750" pre-assembled with a steel backed neoprene washer.
This bolt is used to connect horizontal and vertical seams for 13 gage and thinner sidewall sheets to each
other, and to bolt the stiffeners to the sidewall sheets. It is also used in attaching roof panels to the top
sidewall sheet and attaching roof panels and flashing to the center collar.
1.437"
1.250"
GRADE 5
SIDE VIEW
TOP VIEW
S-277
.3125" x 1.250" pre-assembled with a steel backed neoprene washer.
This bolt is primarily used to connect roof panels together where they overlap. It is also used at the bottom
of the flat bottomed bins to attach the base angle to the sidewall sheet. A small number of these are provided for joints and FC-42076 splice plates for the stiffeners to sidewall connection.
Figure #6
Grain Systems, Inc. Assumption, Ill.
REV. 9-28-96
7
18' Manual Batch
REFER TO TOP DRY TANK BOLTING REQUIREMENTS
FOR COMPLETE BOLT USAGE
1.377"
1.000"
GRADE 8.2
SIDE VIEW
GRADE 8
TOP VIEW
S-7927
.375" x 1.000" hex flanged head without a plastic sealing washer.
This bolt is used to splice the stiffeners together on the flanges. A steel flat washer is used on the nut side
of the connection. They are also used on "c" channel splices and mounting "c" channel to wall bracket.
1.873"
GRADE 8.2
SIDE VIEW
GRADE 8
TOP VIEW
S-7928
.375" x 1.500" hex flanged head without a plastic sealing washer.
This bolt is used to attach the wall bracket to the sidewall and stiffener. A steel flat washer is used on the
nut side of the connection.
Note: The only washers shipped loose with the bins are the steel flat washers. The 5/16" steel flat washer
(S-845) is used where the base angle attaches to the sheet and some are used at the main eave clips. The
3/8" steel flat washers (S-248) are used at the stiffener splices and some are used in the roof rafter splices.
Figure #7
Grain Systems, Inc. Assumption, Ill.
8
REV. 9-30-96
18' Manual Batch
LOCATION OF ACCESSORIES
Below is a typical Top Dry bin layout showing suggested locations of Top Dry Accessories. When locating
the manway be sure the outside ladder will not interfere with other accessories below. Roof vents should be
spaced evenly around the roof. (Quantity will vary with individual systems.)
NOTE: The Top Dry system should be provided with a dependable equipment ground.
Aeration Fan &
Transition
Roof Vents
Manual Winch
2 Ring Door
Crop Dryer
Platform
Top Dry
Crop Dryer Unit
Outside Ladder
Access Door
Platform
Manway
Top Dry
Control Center
Unloading Auger
Figure #8
Grain Systems, Inc. Assumption, Ill.
REV. 9-30-96
9
18' Manual Batch
VERY IMPORTANT!
DC-1174 (Top Decal)
Top of Sheet
Horizontal seam hole locations
determine top and bottom of sheet.
Sheet shown as viewed from the inside of bin.
Bottom of Sheet
All 4.00" corrugated sidewall sheets must be placed correctly.
Top
All 4.00" corrugated sidewall sheets have a top and bottom!
Failure to observe this will not allow the door to fit properly.
Carefully review the erection manual and place sidewall sheets as shown.
Grain Systems, Inc. Assumption, Ill.
10
REV. 9-30-96
18' Manual Batch
SIDEWALL & STIFFENER GAUGES
Door locations are shown by the underlined sidewall gauges. Actual gauge of the access door sheet located
just below the Top Dry floor is in parentheses.
All Top Dry bin stiffeners are mounted on the outside of the bin. See stiffener instructions for stiffener joint
details and stiffener to sidewall attachment.
Figure #9
Grain Systems, Inc. Assumption, Ill.
REV. 9-30-96
11
18' Manual Batch
D
P
L
h
Cod
OUTSIDE STIFFENERS
• The XX in the part numbers at the bottom will identify the Stiffener's gauge.
Example: FC-4205714 is a 2-Ring Standard Stiffener 14 Gauge.
9TDP-5009Platform Support 43.1/2"212.95
10TDP-5010Platform Floor Splice 37.1/2"16.24
11TDP-5011Platform Toe Plate 29.3/4"13.29
12TDP-5014Access Door Pack age Hard wa re15.4 1
13TDP-5008NSidewall Brace 2.66"216. 61
3
Grain Systems, Inc. Assumption, Ill.
36
REV. 9-30-96
18' Manual Batch
SMALL PLATFORM ASSEMBLY
For 36" Fans and Smaller or
with #1 fan when two 36" or smaller fans are installed
Before assembling any platform, read all of the instructions first to assure proper placement and assembly.
Refer to Figure #41 for proper location of small platform. Begin by assembling the small platform support frame using
3/8" x 1" bolts on all connections. Use 5/16" x 1.1/4" bin bolt to attach platform vertical supports to sidewall stiffeners.
Be sure and locate the 5/16" x 1.1/4" bolts from the inside of the bin to the outside. This will provide maximum weather
9TD-100067Mid Channel Support 74"232.73
10TD-100070Side Channel Support 78.1/2"241.26
11TD-100072E nd Ch an n el Support 78.1/2"241.60
12TD-100686Vertical Support 70"243.11
13TD-100083Support Channel 80.7/8"232.98
14TD-100084Kn ee Brace 83.5/8"223.67
15TD-100090Small Platform Hardware Package18.96
Grain Systems, Inc. Assumption, Ill.
REV. 9-30-96
37
18' Manual Batch
1
11
SMALL PLATFORM
36" Fans and Smaller
TD-100092
Position the vertical support
to the existing sidewall
stiffeners as shown in Figure
#41 and double nut with 5/16"
nuts.
8
10
9
6
4
7
5
When bolting stiffener to sidewall
at locations where platform
supports are to be attached, use
(25) 5/16" x 1.1/4" bin bolts, heads
2
to inside. Start 12 inches below
horizontal seam of second and third
rings from top. See Figure #41.
3
Grain Systems, Inc. Assumption, Ill.
38
Figure #44
REV. 9-30-96
18' Manual Batch
CROSS OVER PLATFORM ASSEMBLY (For use with stairs)
TDP-5013
Before assembly of any platform, read the entire instructions to assure proper placement and assembly.
Refer to Figure #41 for proper location of cross over platform. Begin by assembling the cross over platform support
frame using 5/16" x 3/4" truss head bolts and nuts. When attaching platform vertical support to bin sidewall field drill
(16) 3/8" diameter holes for each support spaced every 4". Be sure and use 5/16" x 3/4" bin bolt on vertical support
to sidewall. Special attention should be taken when assembling the platform support that the support brace is placed
correctly.
Now proceed to the platform floor. Align holes on platform floor with holes on platform support and bolt together
using 5/16" x 3/4" truss head bolt and nuts. Next, assemble handrail posts, handrails, and handrail braces.
Drill (6) 3/8" diameter holes equally spaced as shown above for top band clips. Attach clips using 5/16"
x 3/4" bin bolts. Add perforated band sections. Note that these do not attach to the leveling bands but
hang down on the inside of the top inner leveling band.
Measure down 24.1/2"
from first hole in roof
sheet and drill hole for
band clip.
Roof Sheet
TD-100107
Top Band Clip
(6) Equally spaced
Grain Systems, Inc. Assumption, Ill.
40
TD-100545
(3) Perforated Band
Figure #46
REV. 9-30-96
18' Manual Batch
OPTIONAL ROTARY SWITCH ROOF LOCATION
Overhead View of optional rotary Switch Location
Fill Spout
Optional Rotary Switch
OPTIONAL ROTARY SWITCH PANEL LOCATION
Drill 2" diameter holes through roof panels at locations shown above. Use a mounting plate as a pattern and drill
(4) 3/8" holes through roof panels at each switch location so the plate can be bolted to the roof.
Field Drill 2" Hole
Top Dry Bin
Diameter
18'
"A"
23.50"
Figure #47
Grain Systems, Inc. Assumption, Ill.
REV. 9-30-96
41
18' Manual Batch
INSTALLATION OF OPTIONAL ROOF-MOUNTED LEVEL SWITCHES
Attach flex-coupling to the power-pak and install roll pin. Apply teflon tape or pipe sealant (not included) to power-pak pipe threads and thread power-pak into mounting plate coupling. Conduit opening
in power-pak should be at right angles to roof rib or face toward eave.
Caulk underside of mounting plate above and both sides of 2" hole. Bolt to roof panel.
Overflow Level Switch
TAF-6103
1
2
30º Roof Panel
3
4
5
Figure #48
KeyPart No.DescriptionQuantityWeight
1TD-100076Rotary Switch Power-Pak13.50
2TD-100627Roof Moun t Coup lin g Weld ment12.14
3TD-100075Flex-Coupling10.50
4S-72411/8" x 1. 1/ 4" Cotter Pin20.02
5T AF-60863-Vane Paddle10.75
*T AF-6097Hardware Package10.98
-- PNEG-300Rotary Switch Instructi ons10.04
-- S-2755/16" - 18 x 3/4" Bin Bolt60.16
-- S-3651Tube Seal10.74
-- S-3965/16" - 18 Hex Nut60.06
-- S-72411/8" x 1.1/4" Cotter Pin20. 02
*Hardware Package not
shown
-Included in Hardware
Package
Grain Systems, Inc. Assumption, Ill.
42
REV. 9-30-96
18' Manual Batch
INSTALLATION OF OPTIONAL WALL-MOUNTED ROTARY SWITCH
Wall Mount Rotary Switch
TAF-6106
2
Outside of bin
5
sidewall
IMPORTANT:
Inside of bin
sidewall
5
Inside of bin
sidewall
4
3
2.66" Corrugation
2
4
3
4.00" Corrugation
Note: Wall mounted
switch must be located at
least 3' below the bottom
of the fan opening.
Outside of bin
sidewall
1
Figure #49
KeyPart No.DescriptionQuantityWeight
1TD-100076Rotary Switch Power-Pak13.50
2TD-100629Roof Moun t Coup lin g Weld ment12.14
3TD-100075Flex-Coupling10.50
4S-72411/8" x 1. 1/ 4" Cotter Pin20.02
5T AF-60851-Vane Paddle10.75
*T AF-6097Hardware Package10.98
-- PNEG-300Rotary Switch Instructi ons10.04
-- S-2755/16" - 18 x 3/4" Bin Bolt60.16
-- S-3651Tube Seal10.74
-- S-3965/16" - 18 Hex Nut60.06
-- S-72411/8" x 1.1/4" Cotter Pin20. 02
Grain Systems, Inc. Assumption, Ill.
REV. 9-30-96
43
18' Manual Batch
TRANSITION INSTALLATION (TR-4734)
BEFORE CUTTING THE OPENING CHECK THAT TR-4734 IS THE TRANSITION THAT WAS
ORDERED.
When installing the GSI aeration transition, it will be necessary to field cut a hole into the bottom sidewall
ring (usually straight across from the unload auger). Refer to diagram for proper dimensions of cutout. The
base angle will also need to be cut at entrance collar cutout. Take note of the diagram showing the 1"
dimension from bottom of entrance collar side bracket to concrete. This is important for proper fit of
transition.
NOTE: Entrance collar side bracket must be bolted on the inside of the bin sidewall.
AS VIEWED FROM INSIDE BIN
Part No.DescriptionQuantity
S-2755/16" - 18 3/4" Bin Bolt Grade 5125
S-280#10 - 16 x 5/8" Self Drill Screw10
CH-6873Tube Caulk - Silicone1
S-3965/16" - 18 Hex Nut Grade 2125
S-7264Spec Neoprene Seal Strip W/ADH10 Ft
Grain Systems, Inc. Assumption, Ill.
44
Note: Entrance collar side
bracket (TR-4731) flange
must be installed to the
inside of the bin sidewall.
Figure #50
REV. 9-30-96
18' Manual Batch
TRANSITION ASSEMBLY (TR-4734)
*Hardware Package
not shown
-Included in
Hardware Package
KeyPart NumberDescription
1TR-4724-1Transition side
1TR-4724-2Transition side
2TR-4767Transition faceplate
3TR-4726Top en t ran ce coll a r piece
Sizing angle is to be
installed on inside of bin
sidewall sheet as shown.
The flanges on transition top are to go
on the outside of transition sides. The
flanges on transition bottom are to go
on the inside of transition sides.
Figure #51
Grain Systems, Inc. Assumption, Ill.
REV. 9-30-96
45
18' Manual Batch
TWO RING DOOR INSTALLATION INSTRUCTIONS
Before starting to install, be sure the correct door has been received.
4.00" Corrugation
WD-6133 18' Bins
Figure #52
1.) Remove inner door panels, and outer door cover. Apply double row of rope caulk along door
flanges, noting how door and bin sheets lap. The top of the door frame goes to the inside of the
sidewall and the bottom of the door frame goes to the outside of the sidewall sheet. With inner
door panels and outer door cover removed set door frame into opening. Insert a bolt at the
(4) corners of door frame and sidewall, do not tighten until completing step #2.
2.) Reinstall inner door panels at original locations. Close latch bars to lock panels in place. Be sure
that panels are fully seated over all bearing pins. Install inner panel hinge assemblies per
illustration instructions with hinges. Note: do not distort door frame with use of alignment
or drift punches - if necessary, drill or ream holes to insert bolts in door frame. Now
tighten frame bolts starting at center and working toward top and bottom on each side
3.) Keep inner panels latched and loosen all bearing pin bolts. Retighten all bearing pin bolts.
This makes loading on pins uniform for easier operation of panels.
4.) If some latch bars are loose or require excessive force to lock, loosen hex socket capscrews
and adjust in or out until latch bars operate smoothly. Check that the panels are fully seated
over all bearing pins.
5.) Re-install outer cover. Adjust outer door hinges and latches as required.
6.) Assemble door hold back as shown on next page. Open door cover until it approaches the bin
wall. Hook retaining bracket over lower latch mount and position the door hold back against bin
wall in a valley. Drill a 3/8" hole through the bin wall and bolt the door hold back to the bin.
1OUTER DOOR COVE RWD-039WD-03911
2OUTER COVER LATCH BRACKETWD-2854WD-285422
3OUTER COVER HINGE BRACKETWD-225WD-22522
4DOOR COVER BRACE SECTIONWD-035WD-03544
5DOOR RETAINERWD-033WD-03333
6OUTER COVER LATCH MO UNT B ASEWD-6124WD-612422
7OUTER COVER HINGE BASEWD-6066WD-606622
8BOTTOM INNER DOOR HINGEWD-6055WD-605511
9MIDDLE INNER DOOR HINGEWD-6056WD-605622
10TOP INNER DOOR HINGEWD-6054WD-605411
11RUBBER TRIM SEAL STRIPS-4380S-43802.1/4 FT.2.1/4 FT.
12LATCH BARWD-6039WD-603933
13INNER PANEL LATCH - RIGHT HANDWD-6037WD-603733
14INNER PANEL LATCH - LEFT HANDWD-6038WD-603833
151/2" X 1" HEX SOCKET CAPSCREWS-7160S-716066
16LATCH BUSHINGWD-6040WD-604066
17LONG BEARING PINWD-6079WD-60793838
18INNER PANEL REINFORCING ANGLEWD-61 25WD-612566
19BOTTOM INNER DOOR PANELWD-6128WD-612811
20MIDDLE INNER DOOR PANELWD-6127WD-612711
21TOP INNER DOOR PANELWD-6126WD-612611
22BOTTOM INNER DOOR PORT HOLE COVERWD-6028WD-602 811
23INNER DOOR HINGE STRAPWD-6053WD-605366
24DOOR HOLD BACK BRACKETWD-1302WD-130211
25DOOR HOLD BACK EXTENSIONWD-6110WD-611011
REV. 1-25-96
PARTS LIST FOR 2-RING DOORS
18' Manual Batch
PART NUMBERPART NUMBERQUANTITYQUANTITY
12'-27' BIN DIA. 30'-60' BIN DIA.12'-27' BIN30'-60' BIN
18' Manual Batch
WD-041-1
OPTIONAL BIN STEP ASSEMBLY
WD-042
WD-041-2
WD-1984
Field drill holes in sidewall
sheet on ridge of corrugation.
Center bin step under door
Figure #54
Grain Systems, Inc. Assumption, Ill.
REV. 9-30-96
49
18' Manual Batch
BASE ANGLE
B-6753
Once the door frame has been placed and secured, continue adding necessary sidewall ring(s). To the lower
edge of the bottom ring, attach the base angle ring. Before lowering the bin, apply (optional) mastic sealer
to the entire underneath side of the base angle. (See below.) Next, lower the bin onto the foundation and
check for an adequate seal.
5/16" x 1.1/4"
Bin Bolt
B-6753
Base Angle
(Optional)
Mastic Sealer
FC-42077
Base Stiffener
Shim
IT IS IMPORTANT THE
STIFFENER BE FULLY
SUPPORTED BY THE SHIM
PLATE(S) (FC-42077) TO FILL
ANY GAP BETWEEN BASE
PLATE AND CONCRETE.
BASE STIFFENER SHIM
Farm-Com Base
Stiffener Weldment
Once the bin is set down and
sealed place shims under
stiffeners so that they all are
supported to the concrete.
Tighten anchor bolts.
Figure #55
Grain Systems, Inc. Assumption, Ill.
50
REV. 9-30-96
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