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10-29-13 349001 - MANUAL CHIEF42 CB12 30< ROOF
INSTALLATION MANUAL
FOR
CB12 30PSF 16K 40” PEAK 30° ROOF
WARNING!
READ THIS MANUAL THOROUGHLY BEFORE INSTALLING OR OPERATING GRAIN BIN.
KEEP MANUAL LOCATED FOR QUICK ACCESS AND REFERENCE.
CHIEF INDUSTRIES
AGRI/INDUSTRIAL DIVISION
POST OFFICE BOX 848
4400 EAST 39TH ST.
KEARNEY, NEBRASKA 68848
Phone (800) 359-8833 In Nebraska Call (308) 237-3186
FAX (308) 237-2650
www.chiefind.com
Page 1 MANUAL CHIEF42 CB12
INDEX
Section 1 – Grain Bin Specifications
Section 2 – Bin Erection
Section 3 – #12 Bin Roof A. Part Identification
B. Pre-Assembly
C. Roof Assembly
D. Roof Panel Assembly
E. Cap Flashing
Section 4 – Typical Roof Accessories A. Top Lid
B. Manhole Lid
C. Working Ring
D. Roof Ladders
E. Roof Vents
Section 5 – Temperature Cable Supports Installation A. General Consideration
B. Temperature Cable Supports
Section 6 – Sidewall and Stiffener Gauge Chart
Section 7 – Sidewall Erection A. Sidewall Sheets and Stiffeners
B. Laminated Sheet Installation
C. Base Angle Detail
D. Heavy One Ring Door
E. Special Door Sheets
F. Two Ring Door
G. Light One Ring Door
H. Light Anchor
I. Heavy Anchor
J. Transition Stiffeners
Section 8 – Wind Rings
Section 9 – Miscellaneous A. Maintenance Instructions
B. Comment Sheet
MANUAL CHIEF42 CB12 Page 2
Manual Revisions
Date: Revision Made
09-01-10 Changed base angle to rolled out.
10-17-11 Updated sidewall caulking details on laminated sheets.
05-20-13 Updated Wind Ring Information
10-29-13 Changed Anchoring. Added anchor reinforcing plate
Page 3 MANUAL CHIEF42 CB12
MANUAL CHIEF42 CB12 Page 4
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MANUAL CHIEF42 CB12 Page 6
Section 1 – Grain Bin Specifications
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MANUAL CHIEF42 CB12 Page 8
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MANUAL CHIEF42 CB12 Page 10
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MANUAL CHIEF42 CB12 Page 12
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MANUAL CHIEF42 CB12 Page 14
Section 2 – Bin Erection
Chief Industries, Inc. will not assume any responsibility for parts damaged due to faulty or
improper erection procedures.
Chief Industries, Inc. recommends that Bin Jacks be used for all bins taller than 8 rings
and all bins larger than 30’ in diameter.
WARNING:
The allowable lifting capacity of the BIN JACKS must never be exceeded. Always check Bin
weight to insure a safe and trouble free erection.
Grain Bin Color Codes
Chief Grain Bins are color coded based on bin diameter. Components such as Roof Rafters,
Wind Rings, and Base Angle will be marked with the following Color Codes to help identify
them.
Bin Size Color Code Bin Size Color Code
#12 Yellow/Black #22 Blue
#13 Green/Black #24 Brown
#14 Orange/Black #26 Yellow
#16 Red #30 Green
#18 Black #34 Orange
#20 Pink
A. Suggested Erection Equipment
Impact Wrench & Sockets Wrenches Crescent Wrench
Vise Grips Alignment Punches Rubber Mallet
Level Drill and Drill Bits Extension Cords
Ladders Bin Jacks Screw Gun
7/16” bin bolts use 5/8” on the head of the bolt and 11/16” on the nut.
5/16” bin bolts use 1/2” on the head of the bolt and nut.
1/2” bolts in the roof structure use 3/4” on the head of the bolt and nut.
Bolt Buckets are Color Coded with a Dot as Shown Below.
Bolt Size Color Code
5/16” Blue
7/16” Red
1/2” Green
5/8” Yellow
Page 15 MANUAL CHIEF42 CB12
B. Checking Shipment
Check your shipment at the time of pickup and delivery against the packing list furnished
with the shipment. If a shortage exists or if any damaged material is evident, note such
shortage or damage on the freight bill before you sign for the shipment.
Claims of shortages will not be honored after thirty days from receipt of shipment.
Parts that are short or damaged are the responsibility of the delivering carrier, not the
manufacturer or dealer.
It is advisable to reorder damaged or missing parts immediately so that there will be no
delay in erecting the bin. After receiving the invoice for the reordered material, file a
claim with the delivering carrier at once.
The galvanized panels leave our plant in prime condition; store off the floor in a heated
room if possible. If stored outside, place panels down, off the ground. Upon arrival of
shipment if you are not certain whether or not moisture is present, store panels on edge or
on end allowing 1/4“ air space between panels until dry. Exposure to trapped moisture
can cause white rust, which will void the warranty.
C. Stop and Study
Before beginning erection of the bin, take the time to thoroughly study the construction
methods in this manual. It will save you both time and money.
Important: The peak load capacities listed under Auxiliary Roof Loads must not be exceeded. If your
application will exceed the listed values, contact Chief Industries for recommendations.
Chief Industries makes no warranty concerning parts, accessories or equipment not
manufactured by Chief Industries.
D. Site Selection
Choose a site that has good drainage away from the bin so that water will not stand around
the bin. The soil should be firm and preferably without fill. If fill is required, water and
compact the fill material to avoid uneven settlement. A field investigation of the soil
bearing conditions is recommended especially for larger grain bins where the foundation
loads and floor pressure become large. A licensed engineering firm should be employed to
take soil borings, determine the maximum allowable soil pressure and design the bin
foundations and floor slab accordingly.
MANUAL CHIEF42 CB12 Page 16
E. Bin Jack Erection
Position the structure you provided to hold the Inner Ring at its approximate height,
centering the Inner Ring on the center of the Bin.
Use at least one Bin Jack per Sidewall Sheet. (For example, on the #18 Bin, use 18 Bin
Jacks, etc.)
The application of one bin jack per sidewall sheet will minimize sidewall distortion during
erection. Failure to use the proper quantity of jacks may result in inward-outward lay of the bin
sidewall or even permanent distortion of the bin sidewall sheets.
The recommendation of at least one Bin Jack per sidewall sheet is based on keeping the bin
round, refer to the warning below, and make sure the lifting capacity of the jack is
sufficient for the weight of the bin. Note that all jacks may not shift equally, Therefore
make sure the lifting capacity rating by the jack manufacturing is met.
WARNING:
If it is necessary to leave the construction site for any length of time before the Bin is
completed and anchored to the concrete, the Bin must be securely tied down.
Page 17 MANUAL CHIEF42 CB12
F. Assembling Sidewall Sheets
All bolts are washer head bolts with sealing washers S.A.E. Grade 8, with whiz flange
nuts. Grade 8 bolts are marked with six radial lines on the bolt head as shown. If these
descriptions do not correspond with the bolts shipped with the bin, please contact the
customer service department immediately. Do not substitute any other Bolts.
Bin bolts must be TIGHT. The following table contains recommended minimum and
maximum torque values.
BOLT DIA. TORQUE FT. LBS
(INCHES) MINIMUM MAXIMUM
5/16" 22 28
7/16" 60 75
Tighten the bin bolts from the inside of the bin (nut end of the bolt) to eliminate “spin
off” of the sealing washer.
USE ONLY THOSE BOLTS SUPPLIED BY CHIEF INDUSTRIES.
THE SUBSTITUTION OF BOLTS FROM OTHER SOURCES IS NOT PERMITTED.
The top 2 rings of the bin and the roof should be assembled on the concrete bin floor.
Attach the lifting brackets to the bolts at the endlaps of the sidewall sheets. The lifting
brackets must be attached to the endlap by at least 8 standard bin bolts.
NOTE: Proper bolting sequence MUST be followed at all times.
MANUAL CHIEF42 CB12 Page 18
The Sign Sheet must be installed in the second ring as shown in figures below.
(Shown installed on a 2 stiffened bin)
(Shown installed on a 3 stiffened bin)
Install the Sign Sheet by field drilling (6) six ½” holes in the Sign Sheet and stiffeners as shown
above. Bolt the Sign Sheet to the stiffeners with (6) six 7/16” bolts.
Page 19 MANUAL CHIEF42 CB12
Assembling top ring
Locate the proper gauge of sidewall sheets needed for the top ring from the gauge chart. Lap and
caulk sheets as shown below. Locate top stiffeners and install on top ring.
Note: Top Sheets have special punching on the top of the sheet at the stiffener holes for the
rafter to attach to. Leave bolts out of top (4) stiffener holes until eave brackets are
attached.
Wipe off the outside ends of all the Sidewall Sheets to remove excess oil so that the Strip
Caulking will adhere to the metal. Place the Strip Caulking as near to the vertical inside edge of
sheet at every vertical seam.
On Bins 12 gauge or heavier a horizontal strip of caulking is needed on the inside at the center
bottom of the Sidewall sheet located on the hill near to the bottom holes. This strip of caulking
should fit where the endlap of the next ring Sidewall Sheets bolts up to this location.
MANUAL CHIEF42 CB12 Page 20
G. Roof Panel Location
The rafters need to be bolted directly behind a top 2 ring stiffener, the roof panel rib will line up
directly above the rafter from the peak to the eave. (There is 1 Rafter and 4 roof panels per
sidewall sheet.)
Page 21 MANUAL CHIEF42 CB12
H. Crane and Jack Capacities
Crane Capacity:
The total roof dead load for each of the respective bin roof sizes is shown in the table below.
This weight includes the roof panels and all structural members (roof beams, compression rings,
bolts, ect.)
When determining the crane capacity necessary to erect the roof structure, the booming distance
must be considered. If the cane sizes available will not lift the roof structure (using one crane),
two cranes may be used, utilizing a spreader bar. The spreader bar must be adequately designed
to carry the entire roof dead weight.
CB12 Total Roof Weight = 5,100 lbs.
Peak Heights
All peak heights listed below are to the bottom of the peak ring from the ground with (2) Titan
sidewall sheet rings installed. Deduct 42 1/2” from the peak heights when only one ring of
sidewall sheets are installed.
Model Peak Height
CB12 15’-11 7/8”
WARNING!! OVERLOADING CRANE CAPCITY CAN RESULT IN
SUBSTANCIAL PROPERTY DAMAGE OR SEVERE PERSONAL INJURY.
ALWAYS CHECK CRANE CAPACITY PRIOR TO LIFTING ROOF
STRUCUTRE
MANUAL CHIEF42 CB12 Page 22
Section 3 - #12 Bin Roof
A. Part Identification
Page 23 MANUAL CHIEF42 CB12
B. Pre-Assembly
After the top two rings of the bin are built and stiffeners are added, brackets need attached to the
sidewall and rafters, pre-assemble these brackets on the ground before raising the roof will speed
up erection time.
Top Angle
Attach top angle to inside of top ring as shown with 5/16” x 3/4” Bin Bolts.
MANUAL CHIEF42 CB12 Page 24
C. Roof Assembly
Raise the peak ring to the correct height as shown and begin attaching rafter to the peak ring and
eave brackets with 1/2” x 1-1/2” bolt with washers on the brackets. Attach 4 rafters equally
spaced around the bin and check to insure peak ring is level, then install all other beams. Leave
all bolts loose in the structure until all rafters and ring segments and strut are installed.
Page 25 MANUAL CHIEF42 CB12
Ring Segment Clips
Attach the ring segment clip to every rafter as shown; using 1/2” x 1-1/2” bolts.
MANUAL CHIEF42 CB12 Page 26
CB12 Roof Cross Section
Page 27 MANUAL CHIEF42 CB12
Detail at Peak
Detail at Eave
MANUAL CHIEF42 CB12 Page 28
Ring Segments
After all rafters are installed, begin installing ring segments to the clips that are bolted to the
rafters as shown. Install ring segments with 1/2” x 1-1/2” bolts with washers against the ring
segments.
Page 29 MANUAL CHIEF42 CB12
Roof Struts
Attach roof struts with 1/2” x 1-1/2” bolts between center set of holes in Rafter “A” and center of
ring segment as shown below. Struts are placed between every rafter.
MANUAL CHIEF42 CB12 Page 30
Eave Brackets
Attach Left Hand and Right Hand Eave Brackets to the inside of the top sidewall sheet behind
the 2 ring top stiffener, with 7/16” x 1-1/2” bin bolts with bolt head inside the bin, as shown.
(Note: one L.H. and one R.H. Eave Bracket per sidewall sheet equally spaced around the bin)
When all ring segments and struts are installed tighten all bolts in structure.
Page 31 MANUAL CHIEF42 CB12
D. Roof Panel Assembly
Attach flashing clips to peak ring with 7/16” x 1-1/4” bin bolts. Place plastic foam around peak
ring under flashing clips.
MANUAL CHIEF42 CB12 Page 32
Roof Panel flashing extensions
The extensions come in 8 equal pieces install clockwise around the peak and attach with 7/16” x
1-1/4” bin bolts. (Note: Flashing Extensions must be started as shown to properly align roof
panels, Center first extension on hole that is aligned with rafter and flashing hole in peak ring.
Page 33 MANUAL CHIEF42 CB12
Place Foam on edge of extension to seal between extensions.
MANUAL CHIEF42 CB12 Page 34
Roof Panel Installation
1. Install strip caulking between top end of roof panels and roof panel flashing. Use 5/16” x 3/4”
bolts at top end of panel. Bolt roof panels to top angle with 5/16” x 3/4” bolts.
2. Proceed by installing additional roof panels in the following manner: Always working to the
right around the bin, place strip caulking on right rib of the previously installed roof panel (top
only). Placing roof panel in a vertical position, lock the left rib of the panel being installed over
the right rib of the previously installed panel. Tip the roof panel down. As each roof panel is set
into place, insert a lining punch through the hole in the rib at the bottom of each roof panel.
Temporarily clamp the two roof panels together with vise grips so that the punch can be removed
and a 5/16” x 3/4” bolt inserted and hand tightened. Continued installation of roof panels as
described in preceding steps.
3. All bins are equipped with one manhole and a roof ladder as standard. Extra manholes should
be spaced evenly around the bin.
4. When the last roof panel is placed, it will have to be interlocked by using a rubber mallet.
Starting at the top and working down, tap the vertical rib until it is sealed to the other panel.
Align roof panel holes and insert 5/16” x 3/4” bolts in the same manner as previously described.
Page 35 MANUAL CHIEF42 CB12
5. Attach the roof panels to the roof joist using two #12 x 1” self-drilling screws per panel as
shown.
MANUAL CHIEF42 CB12 Page 36
E. Cap Flashing
The cap flashing comes in 8 equal pieces; install the cap flashing to the peak ring with the 7/16”
x 1-1/4” bin bolts. After cap flashing pieces are attached to the peak ring drill screw cap flashing
together where it overlaps with #12 x 1-1/4” self-drilling screws.
Page 37 MANUAL CHIEF42 CB12
Section 4 – Typical Roof Accessories
A. Top Lid
(1) Apply strip caulking around the top of the peak ring.
(2) Install top lid using twenty 7/16” x 1” bolts (bolt heads on top). Securely tighten bolts.
B. Manhole Lid
(1) Install manhole lid as shown below. Note that manhole hinge should be installed toward
top of bin.
MANUAL CHIEF42 CB12 Page 38
NOTE: Leaf to lid and hinge to roof panel bolts are to be installed with heads inside.
Page 39 MANUAL CHIEF42 CB12
C. Working Ring
Field locate and Install the working ring to the roof panels as shown, with 5/16” x 3/4” Bin bolts.
The working ring clips are to be evenly spaces around the ring. Connect the working ring
segments together with the connectors as shown below. Expand the connector as needed.
MANUAL CHIEF42 CB12 Page 40
D. Roof Ladder
The roof ladder should be located adjacent to the manhole and next to a roof beam.
Roof Ladder are shipped broke down, and need assembled on the roof panels.
Refer to Chart for rails needed for roof size.
4.5' RAIL 6' RAIL 7.5' RAIL 9' RAIL
CB12 4
CB13 2 2 2
CB14 2 2 2
CB16 2 4
CB18 6
CB20 2 4 2
CB22 UPR 2 2
CB22 LWR 2 4
CB24 UPR 4
CB24 LWR 2 4
CB26 UPR 2 2
CB26 LWR 2 4 2
CB30 UPR 2 4
CB30 LWR 2 4
CB34 UPR 6
CB34 LWR 2 4 2
Page 41 MANUAL CHIEF42 CB12
Attached rails to roof panels by field drilling holes into roof panels and bolt rails to panels with
5/16” x ¾” bin bolt. Attached rungs to rails with 5/16” x ¾” bin bolts.
MANUAL CHIEF42 CB12 Page 42
Overlap rails as shown and attach together with 5/16” x ¾” bin bolts.
Page 43 MANUAL CHIEF42 CB12
E. Roof Vents
A. Goose Neck Vent Installation
1. Refer to the bulletin that comes with the vent for installation procedures
2. Locate Goose Neck Vent on the desired roof sheet. Typically slide Goose Neck Vent up the
roof sheet (Toward the small end) until the corners of the base intersect the roof sheet ribs.
3. Using the base as a template, mark and drill the 11/32” diameter mounting holes.
4. Apply (2) two beads of butyl sealant or mastic sealant as shown, between the Goose Neck
Vent base and roof sheet. Leave a 1” gap at the lower side of the outside bead.
5. Assemble Goose Neck Vent to roof sheet using 5/16” x 3/4” hex bin bolts and nuts. Tighten
all bolts and check sealant along upper end of Goose Neck vent base for any gaps or pockets.
Apply extra sealant as required.
6. Peen up edge on inside of Goose Neck Vent to make a water tight seal. The lip should be
approximately 1” all the way around.
7. Do Not Weld Goose neck vent to roof as rusting will result.
MANUAL CHIEF42 CB12 Page 44
B. Low Profile Roof Vents
1. Install the Screen and clips on the roof vent body using 5/16” x 3/4” bin bolts, nuts and flat
washers as shown below. The bolt heads should be on the outside of the vent with the
washers and nuts on the inside (against the screen).
2. Locate the roof vent assembly on the roof panel (over the manhole) by aligning the holes in
the clips with the corresponding holes in the lower end of the roof panel.
3. Mark the outline of the roof vent with a marking pencil so that the vent can be returned to the
same position after the caulking is applied.
4. Remove the vent from the roof panel, turn upside down, and apply caulking to the mounting
surface of the sides and top.
5. At this time, install and tighten three 5/16” x 3/4” bin bolts and nuts in the holes directly
above and below the manhole (in the roof panel to prevent leakage).
6. Locate the roof vent on the roof panel in its original position and attach with the #14 x 3/4”
self-drilling screws provided. If a screw gun is not available, use the holes in the vent as a
guide and drill 3/8” holes through the vent and roof panel, and attach with 5/16” x 3/4” bin
bolts and nuts.
7. Install 5/16” x 3/4” bin bolts and nuts in the clips and bottom of screen as shown in detail on
previous page.
8. Tighten all bolts securely.
NOTE: Roofs with structural beams may require field installation of angles between beams at
both top and bottom of manhole opening if 20 PSF or 30 PSF live loading is required.
Page 45 MANUAL CHIEF42 CB12
Section 5 –Temperature Cables
A. General Considerations
Follow temperature cable manufacturer’s recommendations for installation of temperature
cables. Be sure to allow adequate clearance for sweep augers or other internal equipment.
All temperature cables should be stabilized at floor level, to prevent cables from drifting out
towards the sidewall as bin is being filled. The use of light twine or monofilament line
double wrapped and secured to a recessed anchor, is a common practice.
Provide adequate sealant where temperature cable leads exit the bin.
Support of temperature cables by any means other than Chief Industries’ recommended
brackets may cause structural damage to the bin roof and will nullify the Chief Grain Bin
Warranty.
Note: Structured Roofs are designed for a maximum load of 2,000 lbs. per temperature cable. If this load is exceeded, this may cause structural damage to the bin roof and will nullify the Chief Grain Bin Warranty.
#12 Temperature Cables
Bin
Size
Total # Temp.
Cables
Temp. Cables
# @ Radius
#12 3 3 @ 9'-3"
MANUAL CHIEF42 CB12 Page 46
B. Temperature Cable Brackets (15 Rings and Shorter)
(1) Install temperature cable bracket as shown below. Do not install more than one
temperature cable per roof beam. Temperature cable brackets for rafters are provided
with all commercial bins, Chief recommends that they are installed on rafters if
temperature cables are being install at time of erection or not.
(2) Attach temperature cables to rafters per temperature cable manufacture’s instructions
Page 47 MANUAL CHIEF42 CB12
C. Temperature Cable Brackets (16 Rings and Taller)
(1) Install temperature cable brackets as shown below.
(2) Attach support beams to bottom of rafters
(3) Attach temperature cables to support beams per temperature cable manufacture’s
instructions
MANUAL CHIEF42 CB12 Page 48
#12 Bin Temperature Cable Layout
Page 49 MANUAL CHIEF42 CB12
Section 6 – Sidewall Sheet and Stiffener Gauge Chart
Note: All Sidewall and Stiffener gauges in the charts below are for standard 2 stiffened bins
(Unless noted). If bins are designed for High Load/Unload rates, concrete pits or Seismic
Conditions, Contact Chief Industries, Inc. for gauge chart needed.
MANUAL CHIEF42 CB12 Page 50
Page 51 MANUAL CHIEF42 CB12
MANUAL CHIEF42 CB12 Page 52
Sidewall Sheet Gauge Color
20 White
18 Orange
17 Light Blue
16 Green
14 Yellow
14 Transition Yellow/Black
13 Brown
12 Dark Blue
11 Pink
10 Black
9 Light Green
8 Red
Note: Sidewall Sheets for Top Ring are also
color coded with GOLD
Section 7 – Sidewall Erection
A. Sidewall Sheets and Stiffeners
NOTE: All sheets must be installed with color code right side down as shown below. Check the
edges of the sheet for traces of the shop color code. The shop color code is always located on the
bottom edge of the sheet. The color codes and their corresponding gauges are listed in the table
below.
Page 53 MANUAL CHIEF42 CB12
MANUAL CHIEF42 CB12 Page 54
NOTE: Proper Bolting Sequence Must Be Followed At All Times.
(1) Tighten bolts in top 2 rings and top stiffeners.
(2) Select sheets of the proper gauge for the 3rd ring of the bin. Select proper gauge and
length of stiffeners.
(3) Install stiffener splice plates, to both ends of stiffeners with (2) 7/16” x 1-1/4” Bin
Bolts and whiz flange nuts per splice before securing the stiffener to the bin. Note: On
top stiffeners, splice plate is only required on the bottom end of the stiffener.
(3) Wipe excess oil from ends of the sheets and apply caulking as shown below
(4) Loosely assemble 3rd ring
(5) Loosely install stiffeners of the proper gauge to the exterior of the bin with 7/16” bin
bolts. Stiffener bolts are always placed with heads inside the bin. Using large
alignment punch, force stiffener up so that splices are tightly compressed. Tighten (4)
four bolts in 3rd ring to keep stiffeners compressed. Loosely install the (2) 7/16” x 1-
1/4” bolts connecting the stiffener splices to the stiffener splice plate above.
Page 55 MANUAL CHIEF42 CB12
Note:
Blocks may be used to place under the stiffener splices to compress the stiffener splices.
Note:
Install bolts on sidewall sheets seam that are in the center of stiffener holes before installing
next stiffener.
(6) Lower the bin on to the foundation. This will force the 2 ring stiffeners in 2nd and 3rd
ring up to splices.
(7) Tighten stiffeners to sheets and stiffener splice to stiffener splice bolts.
(8) Tighten bolts in vertical seams in 3nd ring.
(9) Tighten bolts in horizontal seams between 2nd and 3rd ring beginning at center of sheet
and working both ways.
(10) Add ladder sections as required (See separate Ladder Manual)
(11) Repeat steps 1 thru 10 to add 4th ring and each additional ring. Proper bolting
sequence must be followed at all times to assure proper assembly.
NOTE: Use 7/16”x1 1/4” bin bolts at bottom sidelap of transition sheets. Use 5/16”x3/4” bin
bolts at the top sidelap at vertical seams of transition sheet.
NOTE: All bins have all 2 ring bottom stiffeners at the bottom, a 1 ring stiffener must be
placed at every other stiffener line in the 3rd ring.
MANUAL CHIEF42 CB12 Page 56
Page 57 MANUAL CHIEF42 CB12
B. Laminated Sheet Installation
(1). All rings, which require laminated sheets (indicated in the sheet and stiffener charts)
must be installed with the endlaps lapped as shown in the endlap detail below.
(2). Select the proper sheet gauge for each ring of the bin as indicated in the stiffener and
gauge chart.
Laminated Sheet Endlap
(3). Lap the bin sheets so that the outside ring of sheets follow this sequence: The right end of
each sheet is always on the outside of the bin and the left end is always on the inside
(looking from the outside). Refer to the endlap detail.
NOTE: This sequence is the same as the single sheet sequence.
(4). Lap the inner ring of the bin sheet so that they follow the same lapping sequence as the
outside ring of sheets. Refer to the endlap detail for lapping sequence.
(5). Follow the bolt installation procedure for bin sheet endlaps and sidelaps.
(6). Install stiffeners as outlined.
MANUAL CHIEF42 CB12 Page 58
Caulking Detail on Laminated Sheets:
Apply caulking on endlaps as shown and along top horizontal seam in-between laminated sheets.
Page 59 MANUAL CHIEF42 CB12
Note: Add neoprene washer in-between stiffeners and sidewall sheets on top stiffener hole on all
laminated sheets.
MANUAL CHIEF42 CB12 Page 60
C. Base Angle Detail
(1) Bolt the base angle to the bottom of the bottom sheet as shown, with either 5/16” x 3/4“ with
a 3/8” flat washer between the whiz nut and the base angle or 7/16” bin bolts.
(2) Install base angle shims under all anchor brackets as shown.
(3) Seal base angle to concrete, using plastic cement or tar sealant. (NOTE: Sealant not supplied
by Chief Industries, Inc.)
Page 61 MANUAL CHIEF42 CB12
Install Sealing Washers in-between bottom stiffeners and wall sheet on bottom two holes on
stiffener as shown.
MANUAL CHIEF42 CB12 Page 62
D. One Ring Door
1. Place expandable foam around edges of frames as shown below.
2. Bolt the inner and outer frame to the bin sidewall with 7/16” x 3” bin bolts, making sure to
only place bolts in the holes shown in the detail below. The top eyebrow on the outer frame is to
be placed behind the sheet above the door. The bottom eyebrow is to be placed on the outside of
the sheet below the door. Bolt the inner and outer frames together with (10) 7/16 x 2” bin bolts
with whiz flange nuts.
Page 63 MANUAL CHIEF42 CB12
MANUAL CHIEF42 CB12 Page 64
Page 65 MANUAL CHIEF42 CB12
MANUAL CHIEF42 CB12 Page 66
E. Special Sidewall Sheets
On the Two-ring door there is an 81” short sheet to the left of the door and a special notched
sheet below the door. All sidewall sheets are installed on the outside of the doorframe, except the
walk door bottom sheet, which is installed behind the doorframe. (Note: when 5/16” bin bolts are
being used to install the door, install the 5/16” bin bolts with the nuts on the outside of the tank
where the door frame is bolted to the walk door bottom sheet all other bin bolts should be placed
with the head on the outside.) Special attention should be given to caulking around the doorframe
to insure a watertight seal.
On the Light Duty One-ring door there is an 81” short sheet, which is installed to the left of the
door, All sidewall sheets are installed on the outside of the doorframe, except for the sidewall
sheet directly below the door, which is installed behind the doorframe. Special attention should
be given to caulking around the doorframe to insure a watertight seal.
Page 67 MANUAL CHIEF42 CB12
F. Titan Two Ring Door
Finished Door Layout
MANUAL CHIEF42 CB12 Page 68
G. Titan Light Duty One Ring Door
Finished Door Layout
Page 69 MANUAL CHIEF42 CB12
H. Light Bin Stiffener Anchor
All bins will have ALL 2 ring bottom stiffeners. Stiffened bins may have two or three Stiffeners
per sidewall sheet depending upon bin size and height.
MANUAL CHIEF42 CB12 Page 70
Install Base Angle to bottom sheet of tank. Leave out bolts at stiffener locations.
Attach anchor to wall sheet as shown using center bolt hole. Place base angle shim under anchor.
Page 71 MANUAL CHIEF42 CB12
Place Shim on top of anchor (Note: (2) shims come from factory spot welded together)
Attach bottom stiffener to wall and anchor using 7/16” bin bolts.
Place anchor channel over anchor bolt. Install square anchor washers over anchor bolt and place
nut on anchor bolt. Only finger tighten anchor bolts until bin is completely set down and
properly shimmed.
MANUAL CHIEF42 CB12 Page 72
NOTE: Anchors placed over aeration trenches must be supported from the bottom of the trench.
If anchor bolt radius is not held, the bins warranty may be nullified.
All anchor bolts must project a minimum of 2” above the concrete floor. All anchor bolts, nuts
and washers shall conform to ASTM A307 (specification for carbon steel threaded standard
fasteners) unless otherwise noted. Anchor bolts and nuts are not provided by Chief Industries,
Inc.
IMPORTANT: All anchors
must be bearing firmly upon
concrete or shimmed to
develop full bearing contact
with concrete foundation
Page 73 MANUAL CHIEF42 CB12
IMPORTANT: All anchors
must be bearing firmly upon
concrete or shimmed to
develop full bearing contact
with concrete foundation
I. Heavy Bin Stiffener Anchor
(1) All bins will have ALL 2 ring bottom stiffeners. Stiffened bins may have two or three
Stiffeners per sidewall sheet depending upon bin size and height.
(2) Bolt anchor brackets to 2-ring bottom stiffeners. DO NOT fully tighten, only finger
tighten at this time.
(3) After the bottom ring is attached, lower the bin carefully, placing all anchor brackets
over the anchor bolts.
(4) When full weight of the bin is on the concrete, shim the anchors as necessary by
sliding shim plates between the concrete and anchor bracket. All anchors must be
bearing upon the concrete or shimmed so that full bearing of the anchor is developed.
NOTE: Anchors placed over aeration trenches must be supported from the bottom of the
trench.
After all anchors brackets are shimmed snuggly, place two square washers over the
anchor bolts and tighten.
Plastic cement or tar sealant should be applied from inside the bin to seal the bottom ring
to concrete. (NOTE: Sealant is not furnished by Chief Industries, INC.)
MANUAL CHIEF42 CB12 Page 74
Bin Stiffener anchors allow up to 3 anchor bolts to be used at each anchor location. There are (2)
1” diameter and (1) 1-1/2” diameter holes in each Bin Stiffener Anchor.
There are several different combinations that Chief Industries Recommends to anchor the bin to
the foundation.
1. One 1-1/4” x 12” anchor bolt may be used in the 1-1/2” diameter hole, if this is done the
anchor bolt must be pre set in the concrete
2. Two 3/4” x 12” anchor bolts may be used in the two 1” diameter holes. If this is done, at least
one of the two anchor bolts must be pre set in the concrete the second may be drilled in. (It is
recommended that both anchor bolts are pre-set.)
If anchor bolts are not pre set as stated above, and the anchor bolt radius is not held, the bins
warranty may be nullified.
Larger anchor bolts or the use of all three anchor bolts may be required if seismic conditions or
high wind loads exist. Chief Industries should be consulted for proper anchor bolts to be used.
All anchor bolts must project a minimum of 2” above the concrete floor.
All anchor bolts, nuts and washers shall conform to ASTM A307 (specification for carbon steel
threaded standard fasteners) unless otherwise noted. Anchor bolts, nuts and washers are not
provided by Chief Industries, Inc.
IMPORTANT: If expansion type anchor bolts are used to replace damaged anchor
bolts, the bolt radius circle must be checked at replacement locations so that the bin is
round when anchored. Chief Industries recommends using wedge anchors that meet
10,000 LB Pull-Out and 7,500 LB shear criteria.
Anchor Bolt Typical Chord Typical Chord
Radius (2 Stiffened Bins) (3 Stiffened Bins)
CB12 18'-10 5/8" 4'-11 3/16" 3'-3 1/2"
CB13 20'-5 1/4" 4'-11 1/8" 3'-3 7/16"
CB14 21'-11 13/16" 4'-11 1/16" 3'-3 7/16"
CB16 25'-0 15/16" 4'-11" 3'-3 3/8"
CB18 28'-2 3/16" 4'-10 15/16" 3'-3 5/16"
CB20 31'-3 3/8" 4'-10 7/8" 3'-3 5/16"
CB22 34'-4 1/2" 4'-10 7/8" 3'-3 1/4"
CB24 37'-5 11/16" 4'-10 13/16" 3'-3 1/4"
CB26 40'-7" 4'-10 13/16" 3'-3 3/16"
CB30 46'-9 5/16" 4'-10 3/4" 3'-3 3/16"
CB34 52'-11 11/16" 4'-10 11/16" 3'-3 1/8"
Note:
All dimensions are to center anchor bolt.
All dimensions are for standard bins.
Page 75 MANUAL CHIEF42 CB12
J. Transition Stiffeners
Aeration Trough Transition Stiffener Installations (for flush-floor aeration systems with two or
more fans)
(1) The formed concrete dimensions and the anchor bolt placement are important for the correct
installation of the transition stiffeners. When forming the concrete, the aeration troughs
should be located as specified in Chief’s aeration layout. The anchor bolt locations for the bin
need to be oriented to make sure that the number of anchors over the aeration trough is
minimized. When installing the anchor bolts, the bolt radius and bolt chord must be correct
and they must also be placed according to the details below.
IMPORTANT NOTE: Do NOT install the anchor bolts inside the aeration trench at this
time.
2 Stiffener/Sheet Bins 3 Stiffener/Sheet Bins
(2) When the bin is erected and located correctly (as illustrated above), insert the transition in the
aeration trough. Using the hole in the anchor bracket as a guide, drill a 3/4” hole through the
top of the transition. Slide the transition stiffener inside the transition and line it up with the
previously drilled hole. Loosely install the 5/8” x 1-1/2” A325 bolt. Rotate the transition
stiffener body so that it is centered under the bin wall anchor. See installation detail that
follows.
(3) The transition stiffener must be attached to the foundation with two (2) 5/8” x 6” expansion-
type anchor bolts. The holes for these anchor bolts should now be located. With an acetylene
torch, cut two holes in the bottom of the transition using the holes in the transition stiffener
base plate as guides. (This would mark the location of the anchor bolts in the concrete as
well.)
(4) Remove the transition stiffener and the transition.
MANUAL CHIEF42 CB12 Page 76
Aeration Trough Transition Stiffener Installation Detail
(5) Locate the two anchor bolt locations (from cutting the holes in the bottom of the transition).
Set the transition stiffener over the locations to insure that the holes line up. Also, check to
insure that the transition stiffener is directly under and in line with the anchor. Make
adjustments if necessary. Drill the two holes for the 5/8” x 6” anchor bolts.
IMPORTANT NOTE: Do NOT install anchor bolts at this time.
(6) Enlarge the two holes in the bottom of the transition to 1” diameter.
(7) Reinstall the transition and slide the transition stiffener into position Loosely install the 5/8”
x 1-1/2” A325 bolt and rectangular washers at the anchor bracket location. The two 5/8” x 6”
expansion-type anchor bolts should now be installed and securely tightened the 5/8” bolts at
the anchor bracket. Caulking should be applied to seal the transition.
IMPORTANT NOTE: Transition stiffeners support the bin anchors. The transition must also
be supported inside the bin. See Chief’s aeration layout for supporting the transition.
Page 77 MANUAL CHIEF42 CB12
K. Stiffener Upgrades for Goal Post (Optional)
When a goal post is being attached to bin, an extra layer of stiffeners are laminated over standard
stiffeners at goal post location from eave to base, as been is being erected.
Chief recommends that goal post be attached to the sidewall approx. 10’ below the eave of the
tank. (See separate goal post manual for attachment details)
Note: Listed below are the maximum loads that can be applied to upgraded stiffener columns.
16GA stiffener upgrade = 5,000 lbs. per column
14GA stiffener upgrade = 6,000 lbs. per column
2 stiffeners per sidewall
MANUAL CHIEF42 CB12 Page 78
2 stiffeners per sidewall sheet
3 stiffeners per sidewall sheet
Page 79 MANUAL CHIEF42 CB12
MANUAL CHIEF42 CB12 Page 80
Page 81 MANUAL CHIEF42 CB12
Section 8 – Wind Rings
A. Wind Rings
Consult the Chief catalog for the quantity of wind rings required for your bin. The quantity of
wind rings depends on the size of the bin and the application of any accessories (such as a
sidedraw system). For quantities and placement of wind rings required when a Sidedraw System
is installed on the bin, refer to the charts in this manual. The wind rings will be attached to the
sidewall using one bracket per stiffener spaced 58-5/16” apart (38-7/8” on 3 stiffened bins). The
brackets are specially formed and pre-punched to bolt directly to the sidewall stiffener holes. The
wind ring segments will be joined together using a bolted coupler.
NOTE: All wind ring segments are 248” long, and may need field cut to keep couplers in
between brackets.
(1) Working from outside the bin, determine the proper location for installation of the first wind
ring.
(2) Bolt the first wind ring bracket to the sidewall stiffener holes as shown in Detail below using
(2) of the stiffener attachment bolts and nuts with bolt heads on the inside. (Note: Wind ring
brackets may be installed below the endcaps if desired to allow for clearance of ladders and
platforms.)
(3) Move right to the next stiffener and repeat step 2.
(4) When 4 wind ring brackets have been installed, slide the first ring segment through the four
brackets leaving approximately 29 inches of the segment projection past the last bracket.
(5) Repeat step 2 through 3 until four more brackets have been installed.
MANUAL CHIEF42 CB12 Page 82
(6) Slide the next wind ring segment through the four brackets and butt it firmly against the
previous segment.
(7) Connect pipes together with pipe coupler.
(8) Repeat steps 5 thru 7 until all wind rings have been installed.
(9) Pipes will need to be field cut to length to all the installation of the last wind ring.
(10) Check to see that all bolts in the complete wind ring are tight
Note: Some wind ring pipes may need field cut to allow coupler to land in-between
stiffeners.
Page 83 MANUAL CHIEF42 CB12
Standard Wind Ring Locations
1. “Smaller” Commercial Bins
All CB10 through CB24 commercial bins
CB26 commercial bins up to 27 rings tall
CB30 commercial bins up to 23 rings tall
CB34 commercial bins up to 20 rings tall
→wind rings installed in rings 2, 4, 6, 8, 10, . . .
2. “Smaller” Commercial Bins with Sidedraw
All CB10 through CB24 commercial bins
CB26 commercial bins up to 27 rings tall
CB30 commercial bins up to 23 rings tall
CB34 commercial bins up to 20 rings tall
→wind rings installed in rings 1, 3, 5, 7, 9, 11, . . .
3. “Larger” Commercial Bins
CB26 commercial bins 28 rings and taller
CB30 commercial bins 24 rings and taller
CB34 commercial bins 21 rings and taller
→wind rings installed in rings 2, 3, 4, 6, 8, 11, . . .
4. “Larger” Commercial Bins with Sidedraw
CB26 commercial bins 28 rings and taller
CB30 commercial bins 24 rings and taller
CB34 commercial bins 21 rings and taller
→wind rings installed in rings 1, 2, 3, 5, 7, 10, 13, 16, . . .
MANUAL CHIEF42 CB12 Page 84
Standard Total
Bin Ring Wind Rings Wind
Size Height Quantities Rings
10 10 - 18 0 + 1 1
11 10 - 18 0 + 1 1
11 19 - 20 0 + 2 2
12 10 - 18 0 + 1 1
12 19 - 22 0 + 2 2
13 10 - 18 0 + 1 1
13 19 - 23 1 + 1 2
14 10 - 18 0 + 1 1
14 19 - 24 1 + 1 2
16 10 - 15 0 + 1 1
16 16 - 18 1 + 1 2
16 19 - 26 2 + 1 3
18 10 - 16 1 + 1 2
18 17 - 21 2 + 1 3
18 22 - 27 3 + 1 4
18 28 3 + 2 5
20 10 - 16 1 + 1 2
20 17 - 21 2 + 1 3
20 22 - 26 3 + 1 4
20 27 - 29 4 + 1 5
22 10 - 15 1 + 1 2
22 16 - 21 2 + 1 3
22 22 - 25 3 + 1 4
22 26 - 28 4 + 1 5
24 10 - 14 1 + 1 2
24 15 - 20 2 + 1 3
24 21 - 25 3 + 1 4
24 26 - 28 4 + 1 5
24 29 - 30 4 + 2 6
26 10 - 15 2 + 1 3
26 16 - 19 2 + 2 4
26 20 - 24 3 + 2 5
26 25 - 27 4 + 2 6
26 28 - 29 5 + 1 6
26 30 5 + 2 7
30 10 - 15 2 + 1 3
30 16 - 18 2 + 2 4
30 19 - 23 3 + 2 5
30 24 4 + 2 6
30 25 - 26 5 + 2 7
30 27 - 29 5 + 3 8
30 30 6 + 3 9
34 10 - 13 2 + 1 3
34 14 - 17 3 + 1 4
34 18 - 20 3 + 2 5
34 21 - 22 4 + 2 6
34 23 - 25 5 + 1 6
34 26 - 27 5 + 2 7
34 28 6 + 2 8
Additional
with
Sidedraw System
Page 85 MANUAL CHIEF42 CB12
Section 9 – Miscellaneous
A. Maintenance Instructions
ROOF: Annual inspection of the roof structure should be made to be sure there is
no holes in the roof panels and all connections are water tight. If leaks
should occur apply weatherproof caulk in the area of concern.
SIDEWALL: Sidewall inspection must also be conducted at least annually. Should leaks
occur apply caulk to area of concern.
Should spoilage occur, thoroughly clean surfaces. If oxidation is present,
remove oxidation and apply corrosive resistance paint.
BASE: Inspect base as often as possible for spoilage, as this is a direct indication
of excess moisture. If spoilage is present, thoroughly clean surface. If
oxidation is present, remove oxidation and apply corrosive resistance
paint. After paint has dried, apply base sealer to effected area.
DOORS: Inspect doors and manholes as often as possible to be sure proper seal is
maintained.
DECALS: Be sure all warning decals are installed in proper locations. Replace all
damaged or unreadable warning decals.
MANUAL CHIEF42 CB12 Page 86
B. Comment Sheet
Dear Erector:
In an effort to better serve and please you, list below any problems you may have encountered
with your product or the erection procedures in this manual. Also list any suggestions you may
have for improvements.
Erection Manual Problems: ____________________________________________________________
__________________________________________________________________________________________________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
__________________________________________________
Recommended Solutions:
____________________________________________________________ __________________________________________________________________________________________________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
__________________________________________________
Product Problems: ____________________________________________________________ _____________________________________________________________________________________
_____________________________________________________________________________________
__________________________________________________________________________________________________________________________________________________________________________
__________________________________________________
Product Improvements Suggestions:
____________________________________________________________ _____________________________________________________________________________________
_____________________________________________________________________________________
__________________________________________________________________________________________________________________________________________________________________________
__________________________________________________
Thank you for your time and reason. All responses will be reviewed by our engineering staff.
Please detach this page and send to: Agri Engineering Department
Chief Industries, Inc.
P.O. Box 848
Kearney, NE 68848-0848
Page 87 MANUAL CHIEF42 CB12
CHIEF INDUSTRIES, INC.
Agri/Industrial Division
Chief Industries, Inc.
4400 East 39th
Kearney, NE