Meridian Corrugated Flat Bottom Bin Operator Manual

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Meridian Corrugated Flat Bottom Bin Operator Manual | Manualzz

SINGLE CORRUGATED BINS

www.meridianmfg.com

®

TABLE OF CONTENTS

TABLE OF CONTENTS

ASSEMBLY

A1 Important

A4 Sidewall Sheet

A9 Wall Sheet and Upright Layour

A26 Roof Assembly - Small Diameter

A27 Roof Assembly - Large Diameter

A29 Remote Roof Cap

A30 Inspection Hatch

A31 Roof Ladder

A32 Raising Bin

A33 Safety Cage & Ladder

A34 Door Installation

A35 Door Installation - Low Profile

A36 Base

A37 Sidewall Stiffeners

FOUNDATIONS

B1 15' - 36' Grain Bins

B3 42' Grain Bin

SIDEWALL SPECIFICATIONS

C1 Standard Bin Unstiffened

C3 Standard Bin Stiffened

C5 Hopper Mount Unstiffened

C6 Hopper Mount Stiffened

C8 Aeration Bin Unstiffened

C10 Aeration Bin Stiffened

PARTS

D1 Roof Ladder

D2 Remote Roof Cap

D3 Inspection Hatch

D4 Door - Standard

D6 Door - Low Profile

D8 Safety Cage

INDEX

E1 Roof Ladder

E2 Roof Rim Bundles

E3 Parts

E4 Bin Capactiy Specs

E8 Bin Hardware

WARRANTY

F1 Warranty i

3-201-4045-25

IMPORTANT

DISCLAIMERS

Foundation Design

The foundations for the stiffened bin models are based on 4000 lbs. per sq. ft. (192 kPa) soil bearing capacity. All foundation designs use 3000 lbs. per sq. in. (21 MPa) ultimate compressive strength

(after 28 days) for concrete and 43,5000 lbs. per sq. in. (300 MPa) re-bar. The foundation designs included in this manual are suggestions only, and will vary according to local soil conditions. Meridian will not assume any liability for results arising from their use.

IMPORTANT: Foundation should be uniform and level. Level should not vary by more

than over a span of four feet under the bottom ring angle. Any

variance from level must be shimmed under upright base assembly. If

being utilized to support a full floor aeration system, this levelness

requirement should extend across the complete floor area.

Method of Erection

The recommendations for erecting Meridian Grain Bins should be closely followed to achieve the full strength of the bin and to achieve adequate weather sealing. Warranty is void if the recommendations are not followed including but not limited to:

1. Wall sheets and/or uprights, which are not specified for a given tier, are used.

2. Foundations are found to be inadequate or out-of-level.

3. Anchor bolts (cast-in-place, drill-in, chemical type or other) are found to be inadequate.

4. Off-center loading or unloading is used. This does not apply to the use of approved side unloading

systems.

5. Materials stored are not free-flowing or have a compacted bulk density greater than

55 lbs./ft3 (800 kg/m3)

If using Bin Jacks: Always lift on an upright. Choose a hoist with a suitable capacity for the expected

empty bin deadload. Make sure the rated capacity of the hoist is not exceeded.

Design

These Meridian Grain Bins are designed for:

1. Non-corrosive, free-flowing materials up to 55 lbs./ft3 (880 kg/m3) average compacted bulk density.

2. Maximum horizontal gusted wind speed of 94 mph (151 km/h).

3. Seismic Zone 2a (U.B.C. 1997).

4. 15.0 lbs./ft2 (.72 kPa) roof snow load.

24.0 lbs./ft2 (1.15 kPa) roof snow load when the optional roof stiffening rings are installed.

5. 4000 lbs. (17.8 kN) evenly distributed on peak ring for 15' - 24' bins.

5000 lbs. (22.2 kN) evenly distributed on peak ring for 27' - 48' bins.

Site and Assembly

Unless otherwise specifically provided in writing, Meridian does not take responsibility for any defects or damages to any property, or injury to any persons, arising from or related to any site or assembly considerations, including but not limited to:

Bin location and bin siting; ii

3-201-4045-30

IMPORTANT

DISCLAIMERS

Soil conditions and corresponding foundation requirements (note that the examples provided in

manuals are for specifically stated soil conditions);

Bin assembly (Meridian recommends the use of qualified bin installers; contact Meridian for

information on installers in your area;

Field modifications or equipment additions that affect the bin structure;

Interconnections with neighbouring structures.

Compliance with all applicable safety standards, including but not limited to fall restraint systems

(ladders or other systems). Local safety authorities should be contacted as standards vary

between jurisdictions.

Critical Assembly Requirements

1. Local code and jurisdictional requirements that are applicable to the grain bin installation must

be adhered to.

2. Foundations must be designed for the loads being imparted to them, and for local soil conditions.

Meridian foundations guidelines are for a set of stated conditions and may not be applicable to

local conditions.

3. A foundation must provide uniform and level support to the grain bin structure being supported.

Surface imperfections causing gapping must be remedied. This may involve, but not limited to -

grouting under the bottom ring of a non-stiffened bin, and shimming under the uprights of a

stiffened bin or under the legs of a hopper.

4. If extending an existing bin, ensure that the foundation is adequate for the increased loads

that will be subjected to it.

5. If installing an existing bin on a hopper, ensure that the bin is designed for a hopper application,

and that the foundation is capable of withstanding the substantial point loads that the hopper

legs apply. If uprights are present, ensure that they are supported.

6. Ensure that the proper hardware is utilized for all bolted connections. Refer to the 'Hardware

Where Used Chart' in the Installation Manual. If a shortage occurs do not substitute. Take the

necessary steps to obtain the proper hardware. Ensure nuts are tightened to the required

torque values as provided in the Installation Manual.

7. Refer to the appropriate Installation Manual to ensure a safe, proper structure, in particular

but not exclusively for the wall sheet and upright layouts. Do not deviate from the layouts

provided.

8. Ensure that an integral end-to-end overlap connection exists between mating uprights.

Successive uprights must not overlap.

9. Vertical tolerances between uprights and wall sheets are tight. This can be affected by

jacking techniques, which can allow the tolerance to grow or shrink depending on the

technique used. The gapping between successive uprights must be monitored to ensure

that upright holes align with bin sheet holes.

10. When installing roof stiffening rings, and if it is necessary to shorten the stiffening ring tubes,

shorten them as little as possible. Initially the nuts on the expanders should be centered and

as close together as possible. When tightening, share the amount of take-up between expanders

such that the nuts remain centered, and the amount of engagement between all expanders on

the same ring is equalized. On roofs with multiple stiffening rings, stagger the joints to avoid

having more than one joint on the same roof sheet.

11. Before anchoring the bin to the foundation, ensure that the bin is round. The maximum variation

from perfect roundness is 3/4 on the radius (see details in wall sheet and bottom angle section

of the manual). Locate anchor bolts towards the outside of the anchor bolt holes (away from bin)

to permit the incremental expansion that can occur with the initial filling.

iii

3-201-4045-30

IMPORTANT

DISCLAIMERS

Grain Bin Use

1. Do not off-center unload a grain bin. It is imperative to unload from the center of the bin first, until

as much grain as possible has been removed, and only then proceed to unload from the next

closest unload gate to the center. Continue utilizing the unload gates in succession from the center

towards the outside. Gate control mechanisms should be clearly marked and interconnected to

prevent an external gate from being opened first.

2. The only exception to center unloading is when a properly designed and installed side draw system

is utilized. However, as bins tend to go out of round when employing side draws, the bin must be

completely emptied before refilling.

3. When unloading a bin with a mobile auger through a properly designed auger chute, the entry end of

the auger should be pushed into the center of the bin before the auger is engaged. Slower rates of

flow are preferable and should not exceed the capacity of an 8 auger.

4. Ensure that the inner door panels of grain bin doors are completely closed and latched before filling

the grain bin.

5. Never enter a loaded grain bin for any reason. Grain can be a killer.

Product Storage

Rust on Galvanized Parts

1. White rust forms when moisture is allowed to collect on galvanized surfaces that have yet to

develop the durable zinc oxide layer. This zinc oxide layer naturally occurs as the surface interacts

with carbon dioxide, and is characterized over time by the dull grey appearance that weathered

galvanized surfaces get.

2. Parts that are not well ventilated or well drained can collect water between surfaces and develop

white rust.

3. White rust is not a structural concern if its development is stopped in the early stages. A light film

or powdery residue can occur after a period of heavy rainfall or a short time of improper storage. If

white rust has started to develop, separate parts and wipe off any moisture. Next, using a clean cloth,

apply a thin layer of petroleum jelly or food-grade oil to the entire part.

4. If moisture is left on parts, this white rust can become more aggressive and turn into red rust. Red

rust can cause degradation in the material and become a structural concern. Any parts that have red

rust should be replaced immediately.

Storage Guidelines

1. Keep all bundles dry before assembly of the

bin. Start assembly as soon as possible. Do not

lay bundles on the bare ground, raise all bundles

6 -8 off the ground on wood blocks or timbers.

Store curved wall sheets 'hump-up'. All other

bundles material should be placed so that they are

well sloped to promote good drainage.

iv

3-201-4045-30

IMPORTANT

DISCLAIMERS

2. Roof sheets must be elevated at least 12 at

the small end of the sheets.

3. Temporary storage can be provided by erecting

a simple framework supporting a waterproof tarp

4. All bin boxes, ladder boxes and hardware boxes should be stored inside. These are not

waterproof, and will deteriorate in normal weather conditions, allowing moisture to contact

the parts inside.

If Parts Become Wet

1. If goods become submerged or wet, the

bundles should be opened as soon as possible,

sheets or material separated and dried. Keep

separated until assembly. Brace goods

properly so as to avoid damage or injury from

material falling when in storage.

2. Any boxed goods that become wet should be dried and stored in a new box that is free of

moisture.

3. In addition to wiping down wallsheets, a food-grade oil can also be applied with a clean, lint-

free cloth. This will assist in preventing any further moisture from contacting the galvanizing on

the steel. Due to safety concerns with installation and use, Meridian does not recommend the

use of oil on other parts such as roof sheets and safety ladders.

v

3-201-4045-30

IMPORTANT

DISCLAIMERS

IMPORTANT NOTES

1. In order to maintain your wall sheets in good condition separate sheets and allow air circulation

between them. Store sheets in a dry place. Do not store sheets with sheet ends pointing

upwards.

2. To keep an even pressure on walls, the bin must always be unloaded from the centre.

3. Contact local power officials for minimum power line clearance.

4. See Disclaimers - Design for materials which can be store.

5. Tighten all bolts to the recommended torque setting (see Recommended Bolt Torques table in

Appendix).

6. Do not locate grain bin close to high buildings, which might cause snow to fall onto or build up

on the roof of the grain bin. Consider future expansion and allow space for loading and unloading

of the bin. Your dealer and local government agricultural consultants can help you plan your

storage system for maximum efficiency.

Shortages and Damaged Parts

Report damaged parts or shortages immediately to the delivering carrier, followed by a confirming letter requesting inspection by the carrier, if required. Order any replacement parts immediately to ensure that assembly will not be held up by missing parts. All parts will be charged for and credit will be issued by part at fault - no credit will be issued if freight bill are signed as received in good condition.

Order Optional Equipment

Optional equipment such as unloading augers, aeration equipment, anchor bolts, foundation sealant, external ladders, safety cage and platforms, etc., should all be on site and checked before assembly starts. Plan your installation in advance. For details, see assembly instructions supplied with optional equipment.

List of Warning Decals:

Consistent with Meridian Limited's policy of continued research and development of our products, we reserve the right to modify or change i nformation contained in this publication without notice. vi

3-201-4045-30

IMPORTANT

DISCLAIMERS

Instructions For Cutting Openings In Meridian Wide Corr Grain Bins

A. General Rules for Cutting Openings

1. Never cut any uprights, roof ribs, or wall sheet bolted vertical seams to create an opening;

2. Openings shall be located so equipment being installed won't interfere with any bin

components/accessories;

3. Openings shall be minimized as much as possible for structural integrity of grain bins;

4. Corners in openings shall be cut with minimum radius of 1/8 to reduce stress concentration;

5. Openings shall be sealed all the way around for all weather conditions;

6. Instructions shall be followed closely to avoid damage to bin structure;

7. Except cutting openings described below, any other modifications to Meridian bins shall be

approved by a professional engineer.

B. Openings for Fan Transitions of Aeration Floors

1. Consult aeration floor installation instructions for information on Planning floor layout;

2. Openings shall be centered to a wall sheet in horizontal direction;

3. Opening shall be cut as tight as it can be for the transition to go through; and shall have no

more than 1/4 gap on any side to the section of a fan transition going through a bin wall;

4. Opening height for fan transition shall be limited to 12.5 from bottom edge of a bottom wall

sheet;

5. Opening width shall not exceed 46.5 for stiffened bins and 72.5 for unstiffened bins;

6. Vertical support shall be required to support load above opening;

7. Bottom angles may be cut flush to the sides of an opening to form part of an opening.

C. Openings for Unloading Augers of Wide Corr Bins with Full Floor Aeration

1. Consult aeration floor installation instructions for information on Planning floor layout;

2. Openings shall be centered to a wall sheet in horizontal direction;

3. Openings shall be cut as tight as it can be for unloading auger to go through and shall have no

more than 1/4 gap to auger flange section on any side;

4. Opening height for any auger shall be limited to 12.5 from the bottom edge of a bottom wall

sheet;

5. Vertical flange of a bottom angle may be cut flush to sides of an opening to form part of opening;

D. Openings for Roof Vents in Roof Sheets

1. Openings shall be centered between roof ribs and have 2.5 minimum distance between edge

of opening and base of a roof rib;

2. Openings can be square, rectangular, or round;

3. Openings shall be the same size as the inlet opening of a vent being installed;

4. Any side of a square/rectangular opening shall have a maximum length of 18 and a circular

opening shall have a maximum diameter of 24 vii

3-201-4045-30

ASSEMBLY

IMPORTANT

READ CAREFULLY BEFORE ASSEMBLY

1. CHECK YOUR SHIPMENT

Upon delivery, first check all parts and packages against the packing list. Your new GRAIN BIN is composed of many pieces which are carefully checked at the time of shipment; however, you should check your shipment with the packing slip in order to be sure your system is complete. Also carefully check for parts that might have been damaged in transit. (Do not begin installation with parts missing, for this can only cause trouble.) When you are satisfied that all parts are in good condition, lay the parts out for convenient access, then carefully read and understand this manual before proceeding with erection.

2. SHORTAGE AND DAMAGED

PARTS

Report damaged parts or shortages immediately to the delivery carrier, followed within ten days by a confirmation letter requesting inspection by that carrier, if required. Order necessary parts immediately to ensure that erection will not be held up by missing parts. All parts will be charged for and credit will be issued by the party at fault. No credit will be issued if delivery invoices are signed and received in good condition.

3. SHIPMENT STORAGE

If considerable time is involved between delivery and erection time, INSIDE

STORAGE IS RECOMMENDED.

Improperly stored galvanized steel quickly develops wet storage stains, sometimes called "white rust".

Check for moisture between pieces. If they are wet, open the bundles, seperate pieces and dry off. Never lay steel directly on earth. Raise with blocks or timbers.

4. WARNING

A. ROOF DAMAGE

The manufacturer cannot warrant any roof damages due to excessive vacuum or internal pressure caused by fans or other air moving systems. Adequate roof ventilation and/or air circulation devices should be provided for all powered air handling systems.

Severe roof structural damage can result from any blocking of air passages.

Running fans during certain high humidity

/cold weather conditions can cause freezing over air exhaust or intake ports.

IMPORTANT: The maximum weight to be supported by and/or suspended from the roof is 2,500 lbs (1134kg).

B. BINS WITH STIRRING DEVICES

The effect of stirring devices is not certain.

Sometimes additional loads imposed can cause bin or floor failure. If high-moisture grain is loaded too deep and too fast, any unstiffened bin wall can overload. Observe the following installation and operation procedures if your bin is to be equipped with a stirring device.

1. Read stirring device owner's manual and follow all instructions set forth by the manufacturer.

A1

3-201-4045-10-00

2. Install the switch for your stirring device in the bin near the roof manhole opening so that the unit can be observed while starting.

3. Run the unit one complete revolution after one ring of grain has been put into the bin, to see that the unit is operating correctly.

4. Operate the stirring device continuously while filling and drying to avoid compacted grain around the vertical screws.

5. If it becomes necessary to stop a stirring device with laterally moving screws, attempt to stop it with the vertical screws nearest the center of the bin (away from sidewall). Should the device stop or stall for any reason and remain inoperable for any length of time, the auger carriage should be supported to the grain surface before restarting. The vertical augers should be turned by hand (with a pipe wrench) before power is applied.

6. For best results, fill bin to one-half the final intended depth. Dry this grain to desired moisture percentage and continue filling (use filling rates specified by stirring device manufacturer). Do not overfill bin.

Filling should be stopped at bottom of top ring or 30" (762mm) below the track.

7. The preceeding steps are general instructions which apply to major types of stirring devices. Since there are several different manufacturers, it is important that you read the operator manual thoroughly for specific instructions applicable to your machine.

NOTE: Drying in bins over 5 rings high is not recommended.

ASSEMBLY

GRAIN ANGLE OF REPOSE

27

NOTE: All instructions given in this manual shall be construed as recommendations only; because the actual installation may vary according to local conditions, the manufacturer assumes no liability for results arising from the use of such recommendations.

5. INSTALLATION

A. FOUNDATION

All foundations must be designed on a firm levelled and well drained soil bearing at least 3,000 lbs/ft2 (14646 kg/m2).

Reinforced concrete must have a minimum compressive strength of 3,000 psi

(20.7MPA) after 28 days.Seperate leaflets are available, giving full information and specifications for any type or size of bin foundation.

A2

3-201-4045-10-00

B. ACCESSORIES LOCATION

Below is a typical layout showing suggested location of bin accessories. The air moving unit and unloading auger are on opposite sides of the bin to allow good air flow. When locating the roof manhole be sure the ladder will not interfere with other bin accessories below. Roof vents should be spaced evenly around the roof.

ASSEMBLY

ROOF VENTS

FAN (BURNER) & TRANSITION

ROOF LADDER

OUTSIDE LADDER

SAFETY CAGE

A3

3-201-4045-10-00

MANHOLE

BIN UNLOADING AUGER

ASSEMBLY

SIDEWALL SHEET ASSEMBLY

On your standard bin sheet, the gauge of the sheet is stamped on the inside, bottom left hand corner.

000015

GAUGE STAMP

Note: Assembling flat bottom bins the gauge stamp must be in the bottom left hand corner.

Hopper cone bins the same EXCEPT the last bottom ring. The sheet has to be turned upside down so the extra holes are to the bottom for mounting the hoppercone ring.

INSIDE VIEW

Position your sheets as follows: if you are standing inside the bin, the edge of the sheet on your LEFT will be on the

INSIDE , and the edge of the sheet on RIGHT will be on the OUTSIDE .

CAULKING

Wipe off any oil or dirt from the seams where caulking will be used. Apply a continuous strip of caulking to the weather edge on the outside of the holes on the vertical seams and along the bottom edge from the corner approximately

9" out.

OUTSIDE VIEW

A4

3-201-4045-05 (1)

ASSEMBLY

SIDEWALL SHEET DIAGRAMS

LOW PROFILE DOOR

THE FOLLOWING DIAGRAMS ARE FOR

15FT - 21FT DIA. GRAIN BINS WITH

THE LOW PROFILE BIN DOOR

DOOR SHEET

5

4

3

2

1

15FT LOW PROFILE DOOR

MERIDIAN

MEDIUM SHEET

6

5

4

3

2

1

18FT LOW PROFILE DOOR

MERIDIAN

UNDER DOOR FILL

SHEET

4

3

2

7

6

5

1

21FT LOW PROFILE DOOR

MERIDIAN

A5

3-201-4045-05 (2)

ASSEMBLY

SIDEWALL SHEET DIAGRAMS

STANDARD DOORS

8

7

6

5

4

3

2

1

BIN STANDARD BINS 15'0" (4.57m) DIA.

MERIDIAN

STEEL GAUGE CONVERSION

TABLE

GAUGE

16

15

14

13

12

22

20

18

17 mm

0.853

1.005

1.310

1.460

1.613

1.803

1.994

2.372

2.753

8

7

6

5

4

3

2

1

BIN STANDARD BIN 18'0" (5.47m) DIA.

MERIDIAN

A6

3-201-4045-05 (3)

ASSEMBLY

SIDEWALL SHEET DIAGRAMS

STANDARD DOORS

8

7

6

5

4

3

2

1

BIN STANDARD BINS 21'0" (6.4m) DIA.

MERIDIAN

7

6

5

4

3

2

1

BIN STANDARD BIN 24'0" (7.31m) DIA.

MERIDIAN

A7

3-201-4045-05 (4)

10

9

8

7

6

5

4

3

2

1

ASSEMBLY

SIDEWALL SHEET DIAGRAMS

STANDARD DOOR

BIN STD BIN - 27'0" (8.23m) DIA. BIN

MERIDIAN

10

9

8

7

6

5

4

3

2

1

BINS WITH STIFFENERS

MERIDIAN

A8

3-201-4045-05 (5)

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

18'

STIFFENER WALL PANEL

STIFFENER WALL PANEL

B

C

E

E

4-218-3008

3-118-2212

3-118-2212

3-118-2212

3-118-2008

3-118-2212

3-118-2212

3-118-2212

3-118-2192

3-118-2192

3-118-2144

3-118-2156

S

B

C

E

E

3-118-2212 3-118-2008

3-118-2212

3-118-2212

3-118-2212

3-118-2212

3-118-2212

3-101-2192

3-101-2192

3-101-2192

3-118-2144

3-201-4026

4-218-3009

NOTE: ALL SHEET SEAMS ARE CENTERED TO THE NEXT LAYER

Note:

1. Each Tier requires 6 wall Sheets; a Crawl door, indicated by 3-118-2144 above and a decal sheet 3-118-2208

2. Each tier requires 12 uprights, 1 on every seam as shown on Page A8. All Stiffeners are two sheets high except

the "S" stiffener.

3. All Gauge stamps are on the bottom left hand corners of wall sheets as indicated on Page A4.

4. The 8ga up rights are joined by 8ga couplers (3-201-2428)

The 10ga up rights are joined by 10ga couplers (3-201-2348)

The 14ga up rights are joined by 14ga couplers (3-201-2352)

The

1

4 in up rights are joined by

1

4 in couplers (3-201-2350)

5. All Uprights are connected to the Base by 14ga Angle Brackets (3-218-3004)

A9

3-201-4045-31

B

C

C

E

E

STIFFENER

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

18'

WALL PANEL

3-118-2212 3-118-2208

3-118-2212

3-118-2212

3-118-2212

3-118-2212

3-118-2212

3-118-2192

3-118-2192

3-118-2192

3-118-2182

3-118-2144

3-218-2055

C

E

B

C

STIFFENER

S

E

WALL PANEL

3-118-2212

3-118-2212

3-118-2212

3-118-2212

3-118-2212

3-118-2192

3-118-2192

3-118-2192

3-118-2208

3-118-2192

3-118-2182

3-118-2144

3-118-2182 3-218-2055

4-218-3010 4-218-3011

C

E

Z

B

C

Z

STIFFENER WALL PANEL

3-118-2212 3-118-2208

3-118-2212

3-118-2212

3-118-2212

3-118-2212

3-118-2212

3-118-2192

3-118-2192

3-118-2192

3-118-2182

3-118-2182 3-118-2144

3-118-2182 3-218-2055

4-218-3012

A10

3-201-4045-31

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

21'

STIFFENER WALL PANEL

B

C

E

E

4-221-3008

3-101-2212

3-101-2212

3-101-2212

3-101-2212

3-101-2212

3-101-2212

3-101-2192

3-101-2192

3-101-2144

3-201-4026

STIFFENER WALL PANEL

S

B

C

E

E

4-221-3009

3-121-2212

3-121-2208

3-121-2212

3-121-2212

3-121-2212

3-121-2212

3-121-2212

3-121-2192

3-121-2192

3-121-2192

3-121-2144

3-121-2156

Note:

1. Each Tier requires 7 wall Sheets; a Crawl door, indicated by 3-101-2144 above and a decal sheet 3-101-2208

2. Each tier requires 14 uprights, 1 on every seam as shown on Page A8. All Stiffeners are two sheets High except

the "S" stiffener.

3. All Gauge stamps are on the bottom left hand corners of wall sheets as indicated on Page A4.

4. The 8ga up rights are joined by 8ga couplers (3-201-2428)

The 10ga up rights are joined by 10ga couplers (3-201-2429)

The 14ga up rights are joined by 14ga couplers (3-201-2430)

The

1

4 in up Rights are joined by

1

4 in couplers (3-201-2431)

5. All Uprights are connected to the Base by 14ga Angle Brackets (3-221-3004)

A11

3-201-4045-31

B

C

C

E

E

STIFFENER

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

21'

WALL PANEL

3-121-2212 3-121-2208

3-121-2212

3-121-2212

3-121-2212

3-121-2212

3-121-2212

3-121-2192

3-121-2192

3-121-2192 3-121-2144

3-121-2182 3-121-2156

C

E

B

C

STIFFENER

S

E

WALL PANEL

3-121-2212

3-121-2212

3-121-2212

3-121-2208

3-121-2212

3-121-2212

3-121-2212

3-121-2192

3-121-2192

3-121-2192

3-121-2182

3-121-2144

3-121-2182 3-121-2156

4-221-3010 4-221-3011

B

C

C

E

Z

Z

STIFFENER WALL PANEL

3-121-2212 3-121-2208

3-121-2212

3-121-2212

3-121-2212

3-121-2212

3-121-2212

3-121-2192

3-121-2192

3-121-2192

3-121-2182

3-121-2182 3-121-2144

3-121-2182 3-121-2156

4-221-3012

A12

3-201-4045-31

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

24'

STIFFENER WALL PANEL

B

C

E

E

4-224-3008

3-101-2212

3-101-2212

3-101-2212

Decal

3-101-2212

3-101-2212

3-101-2212

3-101-2192

3-101-2182

3-101-3144

3-201-2156

STIFFENER WALL PANEL

S

B

C

E

E

4-224-3009

3-124-2212

3-124-2208

3-124-2212

3-124-2212

3-124-2212

3-124-2212

3-124-2212

3-124-2192

3-124-2192

3-124-2182

3-124-2157

3-124-2156

Note:

1. Each Tier requires 8 wall Sheets; a Crawl door, indicated by 3-101-2144 above and a decal sheet 3-124-2208

2. Each tier requires 16 uprights, 1 on every seam as shown on Page A8. All Stiffeners are two sheets high except

the "S" stiffener.

3. All Gauge stamps are on the bottom left hand corners of wall sheets as indicated on Page A4.

4. The 8ga up rights are joined by 8ga couplers (3-201-2428)

The 10ga up rights are joined by 10ga couplers (3-201-2428)

The 14ga up rights are joined by 14ga couplers (3-201-2430)

The

1

4 in up Rights are joined by

1

4 in couplers (3-201-2431)

5. All Uprights are connected to the Base by 14ga Angle Brackets (3-224-3004)

A13

3-201-4045-31

B

C

C

E

E

STIFFENER

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

24'

WALL PANEL

3-124-2212 3-124-2208

3-124-2212

3-124-2212

3-124-2212

3-124-2212

3-124-2212

3-124-2192

3-124-2192

3-124-2192 3-124-2156

3-124-2182 3-124-2157

C

E

B

C

STIFFENER

S

E

WALL PANEL

3-124-2212

3-124-2212

3-124-2212

3-124-2208

3-124-2212

3-124-2212

3-124-2212

3-124-2192

3-124-2192

3-124-2192

3-124-2182 3-124-2156

3-124-2182 3-124-2157

4-224-3010 4-224-3011

B

C

C

E

Z

Z

STIFFENER WALL PANEL

3-124-2212 3-124-2208

3-124-2212

3-124-2212

3-124-2212

3-124-2212

3-124-2212

3-124-2192

3-124-2192

3-124-2192

3-124-2182

3-124-2182 3-124-2156

3-124-2182 3-124-2157

4-224-3012

A14

3-201-4045-31

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

27'

STIFFENER WALL PANEL

B

C

E

E

4-227-3008

3-101-2212

3-101-2212

3-101-2212

Decal

3-101-2212

3-101-2212

3-101-2192

3-101-2192

3-101-2182

3-101-2156

3-201-2157

STIFFENER WALL PANEL

S

B

C

E

E

3-127-2212 3-127-2208

3-127-2212

3-127-2212

3-127-2212

3-127-2212

3-127-2192

3-127-2192

3-127-2192

3-127-2182

3-127-2157

3-127-2156

4-227-3009

Note:

1. Each Tier requires 9 wall Sheets; a Crawl door, indicated by 3-101-2144 above and a decal sheet 3-127-2208

2. Each tier requires 18 uprights, 1 on every seam as shown on Page A8. All Stiffeners are two sheets high except

the "S" stiffener.

3. All Gauge stamps are on the bottom left hand corners of wall sheets as indicated on Page A4.

4. The 8ga up rights are joined by 8ga couplers (3-201-2428)

The 10ga up rights are joined by 10ga couplers (3-201-2429)

The 14ga up rights are joined by 14ga couplers (3-201-2430)

The

1

4 in up Rights are joined by

1

4 in couplers (3-201-2431)

5. All Uprights are connected to the Base by 14ga Angle Brackets (3-227-3004)

A15

3-201-4045-31

B

C

C

E

E

STIFFENER

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

27'

WALL PANEL

3-127-2212 3-127-2208

3-127-2212

3-127-2212

3-127-2212

3-127-2212

3-127-2192

3-127-2192

3-127-2192

3-127-2182 3-127-2156

3-127-2182 3-127-2157

C

E

B

C

STIFFENER

S

E

WALL PANEL

3-127-2212

3-127-2212

3-127-2212

3-127-2208

3-127-2212

3-127-2212

3-127-2192

3-127-2192

3-127-2192

3-127-2182

3-127-2182

3-127-2156

3-127-2182 3-127-2157

4-227-3010 4-227-3011

C

E

Z

B

C

Z

STIFFENER WALL PANEL

3-127-2212 3-127-2208

3-127-2212

3-127-2212

3-127-2212

3-127-2212

3-127-2212

3-127-2192

3-127-2192

3-127-2192

3-127-2182

3-127-2182

3-127-2156

3-127-2182 3-127-2157

4-227-3012

A16

3-201-4045-31

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

30'

STIFFENER WALL PANEL

B

C

E

E

4-230-3008

3-101-2212

3-101-2212

3-101-2212

3-101-2212

3-101-2212

3-101-2192

Decal

3-101-2192

3-101-2182

3-101-2156

3-201-2157

S

B

C

E

E

STIFFENER WALL PANEL

3-130-2212

3-130-2208

3-130-2212

3-130-2212

3-130-2192

3-130-2192

3-130-2182

3-130-2182

3-130-2172

3-130-3154

3-130-2157

3-130-2156

4-230-3009

Note:

1. Each Tier requires 10 wall Sheets; a Crawl door, indicated by 3-101-2144 above and a decal sheet 3-130-2208

2. Each tier requires 20 uprights, 1 on every seam as shown on Page A8. All Stiffeners are two sheets high except

the "S" stiffener.

3. All Gauge stamps are on the bottom left hand corners of wall sheets as indicated on Page A4.

4. The 8ga up rights are joined by 8ga couplers (3-201-2349)

The 10ga up rights are joined by 10ga couplers (3-201-2348)

The 14ga up rights are joined by 14ga couplers (3-201-2352)

The

1

4 in up Rights are joined by

1

4 in couplers (3-201-2350)

5. All Uprights are connected to the Base by 14ga Angle Brackets (3-230-3004)

A17

3-201-4045-31

B

C

C

E

E

STIFFENER

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

30'

WALL PANEL

3-130-2212 3-130-2208

3-130-2212

3-130-2212

3-130-2192

3-130-2192

3-130-2182

3-130-2182

3-130-2172

3-130-3154 3-130-2156

3-130-3144 3-130-2157

C

E

B

C

STIFFENER

S

E

WALL PANEL

3-130-2212

3-130-2212

3-130-2212

3-130-2192

3-130-2192

3-130-2182

3-130-2182

3-130-2172

3-130-2208

3-130-2172

3-130-3152 3-130-2156

3-130-3144 3-130-2157

4-230-3010 4-230-3011

B

C

C

E

Z

Z

STIFFENER WALL PANEL

3-130-2212 3-130-2208

3-130-2212

3-130-2212

3-130-2192

3-130-2192

3-130-2182

3-130-2182

3-130-2172

3-130-2172

3-130-3154

3-130-3144 3-130-2156

3-130-2142 3-130-2157

4-230-3012

A18

3-201-4045-31

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

33'

STIFFENER WALL PANEL

B

C

E

E

4-233-3008

3-101-2212

3-101-2212

3-101-2212

Decal

3-101-2212

3-101-2212

3-101-2192

3-101-2192

3-101-2182

3-101-2156

3-201-2157

STIFFENER WALL PANEL

S

B

C

E

E

4-233-3009

3-133-2212 3-130-2208

3-133-2212

3-133-2212

3-133-2192

3-133-2192

3-133-2182

3-133-2182

3-133-2172

3-133-2162

3-133-2157

3-133-2156

Note:

1. Each Tier requires 11 wall Sheets; a Crawl door, indicated by 3-101-2144 above and a decal sheet 3-133-2208

2. Each tier requires 22 uprights, 1 on every seam as shown on Page A8. All Stiffeners are two sheets high except

the "S" stiffener.

3. All Gauge stamps are on the bottom left hand corners of wall sheets as indicated on Page A4.

4. The 8ga up rights are joined by 8ga couplers (3-201-2349)

The 10ga up rights are joined by 10ga couplers (3-201-2348)

The 14ga up rights are joined by 14ga couplers (3-201-2352)

The

1

4 in up Rights are joined by

1

4 in couplers (3-201-2350)

5. All Uprights are connected to the Base by 14ga Angle Brackets (3-233-3004)

A19

3-201-4045-31

B

C

C

E

E

STIFFENER

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

33'

WALL PANEL

3-133-2212 3-133-2208

3-133-2212

3-133-2192

3-133-2192

3-133-2182

3-133-2182

3-133-2172

3-133-2172

3-133-2162 3-133-2156

3-133-2152 3-133-2157

C

E

B

C

STIFFENER

S

E

WALL PANEL

3-133-2212

3-133-2212

3-133-2192

3-133-2208

3-133-2192

3-133-2182

3-133-2182

3-133-2172

3-133-2172

3-133-2162

3-133-2162

3-133-2156

3-133-2152 3-133-2157

4-233-3010 4-233-3011

C

E

Z

C

C

Z

STIFFENER WALL PANEL

3-133-2212 3-133-2208

3-133-2212

3-133-2192

3-133-2192

3-133-2182

3-133-2182

3-133-2172

3-133-2172

3-133-2162

3-133-2162

3-133-2152 3-133-2156

3-133-2142 3-133-2157

4-233-3012

A20

3-201-4045-31

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

36'

STIFFENER WALL PANEL

B

C

E

E

4-236-3008

3-136-2212

3-136-2192

3-136-2192

3-136-2188

3-136-2182

3-136-2182

3-136-2172

3-136-2172

3-136-2162

3-136-2156

3-236-2157

STIFFENER WALL PANEL

S

B

C

E

E

3-136-2012 3-136-2188

3-136-2192

3-136-2192

3-136-2182

3-136-2182

3-136-2172

3-136-2172

3-136-2162

3-136-2152

3-136-2157

3-136-2156

4-236-3009

Note:

1. Each Tier requires 12 wall Sheets; a Crawl door, indicated by 3-101-2144 above and a decal sheet 3-136-2188

2. Each tier requires 24 uprights, 1 on every seam as shown on Page A8. All Stiffeners are two sheets high except

the "S" stiffener.

3. All Gauge stamps are on the bottom left hand corners of wall sheets as indicated on Page A4.

4. The 8ga up rights are joined by 8ga couplers (3-201-2349)

The 10ga up rights are joined by 10ga couplers (3-201-2348)

The 14ga up rights are joined by 14ga couplers (3-201-2352)

The

1

4 in up Rights are joined by

1

4 in couplers (3-201-2350)

5. All Uprights are connected to the Base by 14ga Angle Brackets (3-236-3004)

A21

3-201-4045-31

B

C

C

E

E

STIFFENER

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

36'

WALL PANEL

3-136-2212 3-136-2188

3-136-2192

3-136-2192

3-136-2182

3-136-2182

3-136-2172

3-136-2172

3-136-2162

3-136-2162

3-136-2152

3-136-2156

3-136-2157

C

E

B

C

STIFFENER

S

E

WALL PANEL

3-136-2212

3-136-2192

3-136-2192

3-136-2182

3-136-2182

3-136-2188

3-136-2172

3-136-2172

3-136-2162

3-136-2162

3-136-2152

3-136-2152

3-136-2156

3-136-2157

4-236-3010 4-236-3011

C

C

C

E

Z

Z

STIFFENER WALL PANEL

3-136-2212

3-136-2192

3-136-2188

3-136-2192

3-136-2182

3-136-2182

3-136-2172

3-136-2172

3-136-2162

3-136-2162

3-136-2152

3-136-2152

3-136-2142

3-136-2156

3-136-2157

4-236-3012

A22

3-201-4045-31

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

42'

STIFFENER WALL PANEL

B

C

E

E

4-242-3008

3-142-2192

3-142-2192

3-142-2182

3-142-2182

3-142-2172

3-142-2172

3-142-2188

3-142-2162

3-142-2162 3-236-2157

3-136-2156

S

B

C

E

E

STIFFENER WALL PANEL

4-242-3009

3-101-2192

DECAL

3-101-2192

3-101-2182

3-101-2182

3-101-3164

3-101-3164

3-101-3154

3-101-3154

3-101-2152

3-101-2157

3-101-2156

Note:

1. Each Tier requires 14 wall Sheets; a Crawl door, indicated by 3-101-2144 above and a decal sheet 3-142-2188

2. Each tier requires 28 uprights, 1 on every seam as shown on Page A8. All Stiffeners are two sheets high except

the "S" stiffener.

3. All Gauge stamps are on the bottom left hand corners of wall sheets as indicated on Page A4.

4. The 8ga up rights are joined by 8ga couplers (3-201-2349)

The 10ga up rights are joined by 10ga couplers (3-201-2348)

The 14ga up rights are joined by 14ga couplers (3-201-2352)

The

1

4 in up Rights are joined by

1

4 in couplers (3-201-2350)

5. All Uprights are connected to the Base by 14ga Angle Brackets (3-242-3004)

A23

3-201-4045-31

B

C

C

E

E

STIFFENER

ASSEMBLY

WALL SHEET AND UPRIGHT LAYOUT MODEL -

42'

WALL PANEL

3-142-2192 3-142-2188

3-142-2192

3-142-2182

3-142-2182

3-142-2172

3-142-2172

3-142-2162

3-142-2162

3-142-2152 3-142-2156

3-142-2152 3-142-2157

C

E

B

C

STIFFENER

S

E

WALL PANEL

3-142-2192

3-142-2192

3-142-2182

3-142-2182

3-142-2172

3-142-2172

3-142-2188

3-142-2162

3-142-2162

3-142-2152

3-142-2152

3-142-2142

3-142-2156

3-142-2137

4-242-3010 4-242-3011

C

C

C

E

Z

Z

STIFFENER WALL PANEL

3-142-2192

3-142-2192

3-142-2188

3-142-2182

3-142-2182

3-142-2172

3-142-2172

3-142-2162

3-142-2162

3-142-2152

3-142-2152

3-142-2142 3-142-2136

3-142-2142 3-142-2137

4-242-3012

A24

3-201-4045-31

ASSEMBLY

BIN ROUNDNESS

It is imperative that the bin be as perfectly round as possible. The use of a string anchored and centered on the concrete foundation to scribe a circle is required (see chart below for calculated radiuses. These Radiuses are

3

4

" smaller than the wall sheet radius at the bottom, so that the scribed circle can be seen during assembly). A perfectly placed ring of sheets should be

3

4

" on the outside of this line all the way around. This should be the first step in assembling the bin. The maximum amount that the bin can be out of round is 0.75" on the radius, when measured from the center of the bin. in addition the wall sheets must form a smooth circle with no flat or elongated portions. Before anchoring the bin to the foundation, Insure again that the bin is round, within tolerence. Locate anchor bolt towards the outside of the anchor bolt holes ( away from the bin) to

Permit the incremental expansion that can occur with the initial filling.

A25

3-201-4045-27

ASSEMBLY

ROOF ASSEMBLY - SMALL DIAMETER 12'-27'

1. Prior to construction, plan the orientation of the bin, including the location of the Meridian Logo, unloading devices, grain level indicator and ladder location. Each can affect the location of the inspection hatch and the roof ladder location.

2. Bolt the Roof Rim to the sidewall using 3x8" x 3/4" hex bolts and nuts. A continuous strip of caulking must be applied to the roof rim corrugated edge before assembling roof panels.

Only for drying bins is the caulking unneccesary and special open-eave spacers should be used.

3. Temporarily support the roof while starting assembly. Assemble the first four roof panels to the roof rim with 3/8" x 1" hex bolts, nuts and washers. Split the sheets into four quadrants.

4. Once the four roof panels are in place, assemble the roof flange using 3/8" x 1" hex bolts and nuts.Next add panels to each section using the same overlapping pattern each time until all panels are installed, ie. left roof panel is always under the right. Bolt each roof panel together using

3/8" x 1" hex bolts and nuts. Where the eaves meet the roof rim use 3/8" x 3" hex bolts, washers and nuts but do not tighten until the roof is completely assembled. Add plastic inserts at eaves and foam closures around the roof flange before tightening.

5. Ensure you assemble the roof ladder on the first roof panel to the left or right of the manhole cover. When doing so a neoprene washer (not Supplied) must be placed in between the roof stiffeners and the ladder to ensure a proper seal from moisture.

IMPORTANT: BIN JACKS Have bin jacks evenly spaced around the bin. Use one jack per wall

sheet. Each jack should have a capacity 5 times the expected load.

FIRST SHEETS INSTALLED

3/8" X 1" BOLT

LOCATIONS

ROOF FLANGE

ROOF RIM

3/8" x 3" BOLT

LOCATIONS

BIN STIFFENERS

ROOF LADDER

OUTSIDE LADDER

RUBBER GASKET

ALWAYS LAP SHEETS

COUNTER-CLOCKWISE

MANHOLE

A26

3-201-4045-01

ASSEMBLY

ROOF ASSEMBLY - LARGE DIAMETER 30'-42'

Pre-determine the location of manhole, roof vents along with roof ladder, before beginning roof assembly. Install them as the roof is being assembled.

1. Bolt roof rim to sidewall using 3/4" (19mm) dia. bolts and hex. nuts.

IMPORTANT: A continuous strip of caulking must be applied on roof rim corrugated edge.

2. Before beginning roof sheet assembly, build a center support to hold the roof flange in place at the proper height as shown in Fig. 2, during roof erection. Refer to the table fig 4. for proper roof support height according to different bin diameters.

3. For best results in erecting the roof, first secure the roof flange on center support, then divide roof area in four equal sections and install one roof sheet in each section (shown in Fig. 6) using

1" (25mm) bolts, flat washers, plastic inserts, foam closures and hex nuts to fasten sheets to roof rim; 1" (25mm) bolts are also used for roof flange assembly.

4. Once these four sheets are in place, add sheets to each section, making sure to use the same overlap pattern (shown in Fig. 7), until all sheets are installed. Bolt sheets together with 1" (25mm) bolts.

DO NOT TIGHTEN BOLTS UNTIL ROOF IS COMPLETELY ASSEMBLED.

NOTE: The roof manhole cover is completely assembled at the factory Fig. 5.

IMPORTANT: BIN JACKS Having jacks evenly spaced around the bin. Use one jack per wall

sheet. Each jack should have a capacity 5 times the expected load.

ROOF SAFETY RING

A

DIA.

30' ( 8.23m) Opt.

33' (10.06m) Opt.

36' (10.97m)

42' (12.80m)

DETAIL A fig. 1

ROOF SAFETY RING CHART

LOCATION EXT. RING TUBES INT. RING TUBES

6 Hole

7 Hole

8 Hole

8 Hole

6 - 18'

7 - 21'

8 - 24'

8 - 24'

-

-

-

8 - 24' fig. 3

A27

3-201-4045-11

A Center Support

Pole

Bin Diameter fig. 2

BIN DIA.

30'

33'

36'

42'

A

144" (3.66m)

150" (3.81m)

161" (4.09m)

181" (4.60m) fig. 4

ASSEMBLY

5. Be sure to install ladder rungs as you assemble the roof sheet placed on left side of manhole (use 1" (25mm) bolts).

NOTE: When assembling such pieces as roof ladder rungs a neoprene washer (not supplied) must be placed between the roof and the piece you are adding. This will insure a more protective seal against moisture.

6. Do not forget to caulk and place sealing foams between the roof flange and the top part of roof sheets. Sealing caps also must be inserted under sheet ribs at roof eave. At this point assembly of the roof is completed. Securely tighten all bolts and make sure roof is completely watertight.

7. ROOF SAFETY RING

To determine the location of the safety ring, start at the peak end of the roof panels and count each hole separately (See Fig. 3). Install the appropriate brackets (fig. 1). When you have completely assembled both rings, but before expanding, tighten all roof bolts and ring brackets. Now, extend expansion bolts around the roof until the ring raises the roof to show a slight crown.

HANDLE DOES NOT COME ASSEMBLED

SUPPLIED IN HARDWARE BOX

1st SHEETS INSTALLED fig. 5 fig. 6

NOTE: Always lap roof sheets counter-clockwise fig. 7

A28

3-201-4045-11 fig. 8

1. Ensure the rubber gasket is first put on the roof flange for a water tight seal.

2. Start by putting the spring on top of the cap clamp with the elongated rods facing the center and bolt down the spring with the spring holder.

3. Next assemble the top half of the assembly by bolting the upper plate to the roof cap.

4. Bolt the lift bracket to the z-brace, then bolt the lift bracket to the upper plate and the z-brace to the roof cap.

5. Bolt the cap link to the lift bracket with the flat edge towards the upper plate and the other end bolted to the middle hole in the long link.

6. Bolt the short link to the lift bracket and the long link. The half moon cut out will be facing up.

7. Once the upper assembly is complete, bolt the upper plate and the cap clamp together using two bolts and nylon lock nuts.

8. Finally center the cap assembly onto the roof flange so that it is facing directly away from where the unloading device is going to be placed. Also consider where the roof ladder is placed prior to installing the roof cap assembly. Tighten the cap clamp to the roof with a 3/8" x 3" bolt and nut.

SPRING

SPRING HOLDER

ASSEMBLY

REMOTE ROOF CAP ASSEMBLY

1. Ensure the rubber gasket is first put on the Roof Flange for a water tight seal.

NOTE: Gasket is only applied to 30'-42' bins.

2. All moving parts use a

3

8

" x 1" bolt and nylon lock nut while stationary parts use a

3

8

" hex nut.

3. Start by bolting the Upper Plate to the Roof Cap and then that assembly gets bolted to the Cap

Clamp. (In factory)

4. Insert the short prong of the spring into the hole in the Cap Clamp and thread the Spring Holder through the Spring. Losely bolt down the one side of the Spring Holder closest to the Cap Clamp.

Pull The long prong of the spring over top of the Upper Plate and bolt down and tighten the other end of the Spring Holder. (In factory)

5. The next steps be sure to not fully tighten all the bolts until it is fully assembled. Bolt the Lift

Bracket to the Upper Plate and to the Z-Brace. Also bolt the Z-Brace to the Roof Cap.

(On setup site)

6. Now bolt the Short Link to the higher portion of the Lift Bracket making sure that the half moon cut out is facing up and the extruded lip is facing away from the center. (On Setup Site)

7. Bolt the Cap Link to the Lift Bracket with the straight edge at the bottom and the Cap Link

concave down. (On setup site)

8. Next bolt the Long Link to the Cap Link on the side away from the center of the Roof Cap and to the middle hole of the Long Link. Find the next closest hole and bolt the Short Link to that hole.

(On setup site)

9.Tighten all the bolts on the assembly and position the Roof Cap Assembly on the Roof Flange.

Make sure to position the Roof Cap so it opens away from the unloading device and away from the Roof Ladder. (On setup site)

10. Attach Cable to Eyelet at the end of the Handle on The Roof Cap, run the Cable through the eyelet on the Roof Rim Bracket to the Base. (On setup site)

11. Tighten the Cap Clamp with a

3

8

" x 3" hex bolt and nut.

LONG LINK

CAP LINK

CABLE

ROOF CAP

NOTE: BIN LIDS DIFFER FOR BIGGER BINS

SHORT LINK

CAP CLAMP

Z-BRACE

LIFT BRACKET

UPPER PLATE

A29

3-201-4045-03

CAP CLAMP

3/8" X 3" BOLT & NUT

ROOF LADDER

DETAIL A

SCALE 1 / 30

A

ASSEMBLY

INSPECTION HATCH DETAILS

1. Inspection hatch is assembled in the plant.

2. Place inspection hatch gasket around the lip of inspection hatch opening. Trim the gasket to fit if necessary.

3. Rivet on hatch lid assembly with pop rivets provided for the roof. For best seal results , the heads should be on the underside of the roof panel, with the sealing washers pressed against the roof panel.

4. Pop Rivet on the latch. The latch is positioned on the center hole of the roof panel and bolts.

HINGE ASSEMBLY

HATCH LID ASSEMBLY

LATCH

GASKET

A30

3-201-4045-04

ASSEMBLY

ROOF LADDER ASSEMBLY

1. The Roof Panels containing the Roof Ladder should be located either to the left or right of the

Manhole and in line with the outside ladder. The ladder should be assembled while the roof is still at ground level for ease.

2. First bolt the two ladder rails to the Upper and Bottom Rail using 3/8" x 1 1/2" hex bolts and nuts orientating the five holes on the highest part of the bar towards the Upper Rail.

3. Once the Ladder Rails are in place bolt the Ladder Rungs to the Ladder Rails concave up using the holes by the Upper Rail first and working your way down. Use 3/8" x 1 1/2" hex bolts and nuts.

4. Next bolt the rung brace to the five ladder rungs using 3/8" x 1 1/2" bolts at the end rungs and 3/8" x 2 1/4" bolts on the middle three rungs.

5. Now bolt the lower rail brace to the ladder rail using 3/8" x 1 1/2" bolts towards the bottom of the roof panel.

6. Finally bolt the Roof Ladder Assembly to the Roof Panel by bolting the Upper Rail to the

Roof Flange while the bottom one gets bolted to the eaves on the Roof Panels.

UPPER RAIL

RUNG BRACE

BOTTOM RAIL

LADDER RUNG

MANHOLE

LADDER RAIL

LOWER RAIL BRACE

CONNECTION 'A'

3/8" X 1 1/2" BOLT

CONNECTION 'B'

3/8" X 2 1/4" BOLT

BOTTOM RAIL

A

A

A

B

UPPER RAIL

A

B

A

B

A A A

A

A

A

A A A A A

NOTE LADDER DIAGRAM IS JUST AN EXAMPLE, LADDERS ARE DIFFERENT FOR EACH BIN

A31

3-201-4045-02

ASSEMBLY

RAISING BIN

IMPORTANT: The number of jacks to be used is best determined by experience. Factors such as bin size, soil compaction, wind velocity and jack design are to be considered when deciding how many to use. If in doubt, use one jack per vertical seam.

Securely fasten jack brackets to sidewall using bin bolts. Now raise the bin just high enough to assemble the next ring. When lifting the bin, crank all jacks at an equal rate. This will prevent bowing previously assembled rings and make easier hole alignment. To the inside of the top ring, bolt the next ring. Be sure to stagger the sheets, to select the proper gauge material and to properly apply caulking on seams.

Lower the bin on foundation after assembling and tightening bolts of each new ring. Rebolt jack brackets to the lowest ring, raise bin and continue ring additions until you are ready for door installation.

A32

3-201-4045-12

ASSEMBLY

SAFETY CAGE & LADDER

Placement of sidewall ladder and safety cage must be centered directly under the roof ladder and installed as you raise the bin.

Field drilling will be required for first safety cage band installation on sidewall and also for ladder brackets bottom holes. Do not forget to insert neoprene washers

between bin wall and ladder and cage components.

4-202-4005: Ladder

4-202-4505: Cage

4-202-4004: Ladder

4-202-4504: Cage

4-202-4003: Ladder

4-202-4503: Cage

Top Band

Single Band

Double Band

4-202-4002: Ladder

4-202-4502: Cage

A33

3-201-4045-13

ASSEMBLY

DOOR INSTALLATION

- All doors are completely assembled at the factory. The installation of the door on the bin sidewall should be made after or during the addition of the bottom rings. see bin diagrams for door proper placement. Page A4-A8

- Door corrogated frame is installed from inside the bin.

- Before inserting any type of door, apply a double layer of caulking along all verticals and horizontal seams.

Set the door frame into the opening of the bin and slide corrugated bolt edges under sidewall sheet.

Next insert all bolts, tighten and check for complete water tightness, add caulking if necessary.

A34

3-201-4045-06

ASSEMBLY

DOOR INSTALLATION - LOW PROFILE

All doors are completely assembled at the factory. The installation of the door on the bin sidewall should be made after or during the addition of the bottom rings. See bin diagrams for proper door placement page A5 - A8.

Door corrogated frame is installed from inside the bin.

Before inserting any type of door, apply a double layer of caulking along all vertical and

horizontal seams.

Set the door frame into the opening of the bin and slide the corrogated bolt edges under the side wall sheets.

- Next insert all bolts, tighten and check for complete water tightness.

A35

3-201-4045-08

ASSEMBLY

BASE

BASE ANGLE

Install the base angle ring to the lower edge of bottom sidewall rim

with 1" (25mm) dia. bolts. After this is done, raise the bin high enough to apply the optional foundation sealing strip or a heavy layer of black mastic

(coal-tar) to base angle underside.

ANCHOR PLATES

Bolt anchor plates at vertical seams as illustrated, using

1" (25mm) dia. bolts and hex nuts. Standard anchor bolts are supplied to secure the bin on foundation.( shown in Fig. 9.

Grout any open spaces along the base to insure a good seal between bin and foundation.

BOTTOM FLOOR SHEETS

ANCHOR WEDGE

1" BOLT AND NUT

ANCHOR PLATE fig. 9

NOTE: ANCHOR WEDGE DIFFERS BETEEN SMALLER AND BIGGER BINS

For grain bins equipped with complete floors, sidewall sheet installation should be made according to sidewall sheet diagrams. Page A4 - A8

Special bottom ring for floor should be installed as shown on the following illustration Fig. 10, to assure proper fitting. Factory pierced holes for floor flashing assembly should be located near concrete foundation.

A36

3-201-4045-09 fig.10

ASSEMBLY

SIDEWALL STIFFENERS

All 24' (7.31m) and 27' (8.23m) dia. bins, eight rings and taller require stiffeners to strengthen sidewalls. Stiffeners are installed as you raise the bin, on each vertical seam. See diagrams in sidewall assembly (dashed lines represent stiffener location, page A8). Each stiffener covers two rings. Bins with odd number rings have a single stiffener on the top ring. Refer to fig. 12 for stiffener correct placement according to gauge.

When installing bottom stiffeners, in some cases, stiffener anchor plate bases may not rest on the foundation ( due to unlevel concrete etc.). Spacing shims should be used to fill the opening between anchor plate base and concrete.

IMPORTANT: If shims are not used where required, the downward pressure on the stiffeners will not be transferred directly to the foundation and bin failure could result.

On bins with complete floors, a stiffener is installed right in the middle of transition entrance collar. The bottom stiffener must be precisely cut on the field so that the assembly rests on top of entrance collar.

NOTE:

The anchor bolts at the upright locations should be chosen so they can handle the loads imposed on them and that the head, either alone or with large diameter heavy washers, is large enough to sufficiently cover the anchoring slot provided in the base plate. the base plate should not be able to pull up over the nut.

One

1

2

" x 3" (minimum embedment) anchor bolt needs to be installed into every slot into the bottom angle (6 per angle) to ensure the bin is fixed round at the bottom.

STIFFNER COUPLING

3-201-2348

10 RING

14

9 RING

14

8 RING

14

14 10

9

10

8

7

10 10 10 6

5

ANCHOR PLATE

3-201-2347

BASE PLATE

3-201-2346

PARTS DIFFER FROM BIG TO SMALL BINS fig. 11

10

8

10

8

8

8

STIFF. GAUGE

4

3

2

1

RING NO.

fig. 12

A37

3-201-4045-07

FOUNDATIONS

15' - 36' GRAIN BIN FOUNDATION

NOTE: This foundation is unsuitable to bins equipped with aeration system.

IMPORTANT

All foundation specifications shall be interpreted as recommendations only. Because of the many variable conditions in actual installation, the manufacturer assumes no liability for results arising from the use of such recommendations. However these minimum standards must be respected to assure bin warranty applicability.

FOUNDATION SPECIFICATIONS

1. All foundations must be designed on a leveled soil bearing 3,000lb/sq. ft.

(14,646kg/m2). When in

doubt, consult a local civil engineer.

2. All soil or organic material on the site of the foundation must be excavated and replaced by porous

frost-proof material to provide proper draining under foundation and reduce frosting problems

(gravel, sand, ballast, crushed stone). This underlying basis is then compacted and covered with

polyethylene plastic which will act as a moisture barrier.

3. Once the forms have been prepared, begin the placement of reinforcement rods in your foundation

(see foundation drawing details). These reinforcement rods offer their greatest strength when they

have been joined together, either by weld or wire. 6" x 6" (15.24 x 15.24cm) wire mesh, covering

the entire area of the foundation, completes preparation before beginning concrete pouring.

4. Concrete must have a minimum compressive strength of 3,000lb/sq. in. (20.7MPa) after 28 days.

5. Foundation surface must be level. Sloped floors cannot be used in drying bins.

6. If, for one reason or another, bin cannot be erected immediately, component parts, especially ring

sheets, should be stored in a dry location. The infiltration of a small film of water between piled ring

sheet can leave a hard to remove whitish stain on the steel; although they do not impair sheets

galvanized coating

B1

3-201-4045-17

FOUNDATIONS

A A

6" x 6" 10ga.

WIRE MESH

12"

.004"

(.1016mm)

POLYETHYLENE LEVEL OFF

"A"

BIN DIA.

"B"

FOUNDATION DIA.

"C"

MINIMUM

"H"

"G"

"F"

COMPACTED GRAVEL WIRE MESH

"D"

REINFORCEMENT ROD

"E"

REINFORCEMENT ROD

SECTION A-A

B2

3-201-4045-17

FOUNDATIONS

A A

3

8

" RE-BAR

ON 16" CENTERS

21.6"

42'-0" (12.8m)

BIN DIA.

528"

FOUNDATION DIA.

.004"

(.1016mm)

POLYTHYENE LEVEL OFF

3

8

" RE-BAR

ON 16" CENTERS 36"

36"

18" 36"

MIN.

COMPACTED GRAVEL

464" DIA. ROD: 1" x 122'

488" DIA. ROD: 1" x 128'

512" DIA. ROD: 1" x 134'

SECTION A-A

12"

MINIMUM

B4

3-201-4045-18

FOUNDATIONS

42' GRAIN BIN FOUNDATION

NOTE: This foundation is unsuitable to bins equipped with aeration system.

IMPORTANT

All foundation specifications shall be interpreted as recommendations only. Because of the many variable conditions in actual installation, the manufacturer assumes no liability for results arising from the use of such recommendations. However these minimum standards must be respected to assure bin warranty applicability.

FOUNDATION SPECIFICATIONS

1. All foundations must be designed on a leveled soil bearing 3,000lb/sq. ft.

(14,646kg/m2). When in

doubt, consult a local civil engineer.

2. All soil or organic material on the site of the foundation must be excavated and replaced by porous

frost-proof material to provide proper draining under foundation and reduce frosting problems

(gravel, sand, ballast, crushed stone). This underlying basis is then compacted and covered with

polyethylene plastic which will act as a moisture barrier.

3. Once the forms have been prepared, begin the placement of reinforcement rods in your foundation

(see foundation drawing details). These reinforcement rods offer their greatest strength when they

have been joined together, either by weld or wire.

3

8

" re-bar on 16" centers, covering the entire

area of the foundation, completes preparation before beginning concrete pouring.

4. Concrete must have a minimum compressive strength of 3,000lb/sq. in. (20.7MPa) after 28 days.

5. Concrete approximative quantity for this foundation is 95.25yd3 (72.82m3).

6. Foundation surface must be level. Sloped floors cannot be used in drying bins.

7. If, for one reason or another, bin cannot be erected immediately, component parts, especially ring

sheets, should be stored in a dry location. The infiltration of a small film of water between piled ring

sheet can leave a hard to remove whitish stain on the steel; although they do not impair sheets

galvanized coating.

B3

3-201-4045-18

SIDEWALL SPECIFICATIONS

STANDARD BIN UNSTIFFENED

C1

3-201-4045-16

SIDEWALL SPECIFICATIONS

STANDARD BIN UNSTIFFENED

C2

3-201-4045-16

SIDEWALL SPECIFICATIONS

STANDARD BIN STIFFENED

C3

3-201-4045-16

SIDEWALL SPECIFICATIONS

STANDARD BIN STIFFENED

C4

3-201-4045-16

SIDEWALL SPECIFICATIONS

HOPPER MOUNT UNSTIFFENED

C5

3-201-4045-16

SIDEWALL SPECIFICATIONS

HOPPER MOUNT STIFFENED

C6

3-201-4045-16

SIDEWALL SPECIFICATIONS

HOPPER MOUNT STIFFENED

C7

3-201-4045-16

SIDEWALL SPECIFICATIONS

AERATION BIN UNSTIFFENED

C8

3-201-4045-16

SIDEWALL SPECIFICATIONS

AERATION BIN UNSTIFFENED

C9

3-201-4045-16

SIDEWALL SPECIFICATIONS

AERATION BIN STIFFENED

C10

3-201-4045-16

SIDEWALL SPECIFICATIONS

AERATION BIN STIFFENED

C11

3-201-4045-16

PARTS

ROOF LADDER

10

9

8

7

1

2

3

4

NOTE: SHOWN HERE IS AN 18' BIN LADDER PART 3 QTY VARIES FOR SMALLER AND BIGGER BINS

ALSO PART 2 & 4 VARIES FOR BIGGER AND SMALLER BINS

5

REF #

6

7

4

5

1

2

3

8

9

10

BIN

PART # QUANTITY

996604

996608

996405

996606

996607

996404

13-0702-06032

13-0725-00006

13-0702-06028

13-0702-06012

1

5

2

1

1

1

5

20

13

2

Upper Rail Brace

Rung Brace

Ladder Rung Roof

Ladder Rail

Bottom Rail Brace

Lower Rail Brace

Hex Cap Screw - 3/8 x 2"

Hex Nuts - 3/8

Hex Cap Screw - 3/8 x 1 3/4"

Hex Cap Screw - 3/8 - 3/4"

D1

3-201-4045-14

DESCRIPTION

6

3

4

5

6

7

1

2

PARTS

REMOTE ROOF CAP

16

15

14

13

12

11

10

9

8

NOTE: PART NUMBERS VARY FOR 30'-42' BINS

REF #

1

11

12

13

14

15

16

7

8

9

10

2

3

4

5

6

BIN

13-0735-00006

13-0723-00006

217753

217759S

217756

13-0702-05012

215214S

13-0702-06048

13-0725-00008

13-0702-06016

215213

217751

217755

217754

217757

PART # QUANTITY

217758 1

11

1

1

1

1

1

2

1

1

8

4

6

1

1

1

Cap Link

Plain Washer - 3/8"

Nylon Lock Nuts - 3/8"

Upper Plate

Roof Cap Spring

Spring Holder

Hex Cap Screw - 3/8 x 1"

Cap Clamp

Hex Cap Screw - 3/8 x 3"

Hex Nuts - 3/8"

Hex Cap Screw - 3/8 x 1"

Cap Tank Roof

Z - Brace

Lift Bracket

Short Link

Long Link

D2

3-201-4045-15

DESCRIPTION

PARTS

INSPECTION HATCH

1

2

3

4

5

REF #

1

2

3

4

5

BIN

PART # QUANTITY

3-203-0093 1

3-201-2016

3-732-1025

3-201-2015

3-201-2018

1

10

1

1

Manhole & Lid Rubber Gasket

Man-Hole Cover

3/16" Rivet - Bin Roof Sheet

Hinge - Bin Manhole

Latch Barrel Bolt

D3

3-201-4045-19

DESCRIPTION

PARTS

DOOR - STANDARD

9

10

11

12

13

18

19

20

21

14

15

16

17

22

23

24

25

26

REF #

1

6

7

8

4

5

2

3

2-899-2004

3-201-2301

3-201-2308

3-201-2302

3-201-2318

3-201-4007

3-201-2317

3-201-2315

3-201-2324

3-201-2314

1-738-9104

3-201-2326

3-201-2327

3-201-2328

3-201-2325

3-201-2331

3-201-2330

3-201-2329

PART # QUANTITY

3-201-2306 2

3-738-9107

3-201-2323

3-201-2310

3-201-2320

3-201-2304

2-899-2005

2-899-2003

1

1

1

2

1

2

2

2

1

2

1

1

2

2

1

1

1

2

1

1

1

1

1

1

1

BIN

DESCRIPTION

Door Flashing - 10ga

Handle

Inner Door Panel

Reinforcing Bar - Bin Std Door

Inspection Hatch

Door Jamb - RH - 10Ga

Decal - Suffocation

Decal - Cautiom

Decal Bin - Aeration - Small

Hardware Bag - Bin Door - Standard

Door Frame - Top&Bottom

Door Jamb - LH - 10Ga

Hinge

Door Catch

Door Outer

Dented Stiffner - Bin Door

Pressure Latch

Reinforcing Bar - Bin Std Door

Door Handle - Outer Door, Bin

Inspection Port Slide

Slide - 3/4"

Sliding Door

Inspection Panel

Inpection Port Hood - RH

Inspection Port Hood - LH

Inspection Port Hood - Top

D4

3-201-4045-21

1

2

3

4

5

6

7

8

9

10

11

PARTS

DOOR - STANDARD

12

13

14

15

16

17

18

19

25

24

23

15

21

20

D5

3-201-4045-21

22

PARTS

DOOR - LOW PROFILE

REF #

1

23

24

25

26

20

21

22

27

28

15

16

17

18

19

8

9

10

11

12

13

14

4

5

6

7

2

3

3-201-4015

3-201-4013

3-201-4019

3-201-4009

3-201-4016

3-201-4000

3-201-4004

3-201-4008

3-201-2306

3-201-4002

3-201-4001

3-201-4018

3-201-4003

3-201-4005

3-201-4020

3-201-2314

1-738-9104

3-201-2315

3-201-4006

3-201-4007

2-899-2005

3-201-4010

2-899-2004

2-899-2003

3-201-4011

3-201-4012

3-201-4027

PART # QUANTITY

3-201-4017 4

1

1

1

1

1

1

1

2

1

1

2

1

2

2

1

1

1

1

1

1

1

1

1

1

1

1

1

BIN

DESCRIPTION

Hinge - Inner Door

Top Inner Door

Auger Chute Door

Chute Auger

Tie Bar

Inner door latch

Door Frame LH

Door Filler LH

Tie Bar Hinge

Auger Chute Bracket

Door Frame ( Top & Bottom)

Door Frame LH

Inner Door Stiffner

Hinge - Door Outer

Door Filler RH

Outer Door

Reinforcing Bar - Bin Std Door

Door Handle - Outer Door, Bin

Dented Stiffner - Bin Door

Bracket Tie Bar

Door Catch

Decal Bin - Suffocation

Auger Chute Bracket

Decal Bin - Aeration - Small

Decal - Cautiom

Auger Chute Filler

Auger Chute Angle

Hardware Bag - Bin Door - Low Profile

D6

3-201-4045-20

5

6

3

4

7

8

9

2

1

PARTS

DOOR - LOW PROFILE

27 26 25 24

10

11

12

13

14

15

16

17

18

19

22

20

21

23

28

D7

3-201-4045-20

7

PARTS

SAFETY CAGE

4

5

1

2

3

6

REF #

6

7

4

5

1

2

3

BIN

PART # QUANTITY

3-729-0356

3-202-2067

3-202-2068

3-202-2071

13-0702-06012

3-202-2069

3-202-2070

2

75

7

14

75

8

14

Hex Nuts - 3/8 Heavy Finished

81" horizontal Support

77" Vertical Support

61.5"" horizontal Support

Hex Cap Screw - 3/8 x 3/4"

31.5"" Vertical Support

21"" Vertical Support

D8

3-201-4045-22

DESCRIPTION

INDEX

ROOF KITS

E1

3-201-4045-23

INDEX

ROOF RIM BUNDLES

E2

3-201-4045-23

PARTS INDEX

E3

3-201-4045-26

APPENDIX

BIN CAPACITY SPECS

SINGLE CORRUGATED FLAT BOTTOM BINS - UNSTIFFENED

E4

3-201-4045-32

APPENDIX

BIN CAPACITY SPECS

SINGLE CORRUGATED FLAT BOTTOM BINS - STIFFENED

E5

3-201-4045-32

APPENDIX

BIN CAPACITY SPECS

SINGLE CORRUGATED HOPPER BOTTOM BIN - UNSTIFFENED

E6

3-201-4045-32

APPENDIX

BIN CAPACITY SPECS

SINGLE CORRUGATED HOPPER BOTTOM BIN - STIFFENED

E7

3-201-4045-32

APPENDIX

BIN WALL HARDWARE 'WHERE USED' CHART

CONNECTION LOCATION

BOLT Part Number

NUT Part Number

UPRIGHT to WALL SHEET to ROOF CONNECTION

UPRIGHT (outside stiffened bins)

HORIZONTAL AND VERTICAL WALL SHEET SEAMS

HIGH PROFILE DOOR TO WALL PANELS

WALL SHEET 3-142-2192 TO 3-142-2182

WALL SHEET 3-142-2182 TO 3-142-2172

WALL SHEET 3-142-2172 TO 3-142-2162

WALL SHEET 3-142-2162 TO 3-142-2152

WALL SHEET 3-142-2152 TO 3-142-2142

VERTICAL WALL SHEET CONNECTIONS WITH UPRIGHT

STIFFNERS

3-201-2432 8ga UPRIGHT STIFFENER x

3-201-2433 10ga UPRIGHT STIFFENER

3-201-2434 14ga UPRIGHT STIFFENER

3-201-2436 14ga UPRIGHT STIFFENER

3-201-2339 1/4in UPRIGHT STIFFENER

STIFFENER COUPLER to STIFFENER UPRIGHT to WALL

PANEL

ROOF RING TO ROOF PANEL x x x x

LOW PROFILE DOOR TO WALL PANELS x x

3/8" X 3/4" Flange

Bolt and Hex Nut

3/8" x 1" Flange

Bolt and Hex Nut

3/8" x 1 1/4" Flange

Bolt and Hex Nut

3/8" x 3" Flange Bolt and Hex Nut

3/8" Flat Washer

13-0702-06012

13-0725-00006

13-0702-06016

13-0725-00006

13-0702-06020

13-0725-00006 x

13-0702-06048

13-0725-00006

13-0736-00006 x x x x x x x

WALL PANEL to HOPPER MOUNT RING to HOPPER x x

FLOOR ANGLE to STIFFNER UPRIGHT to WALL PANEL x

ROOF PANELS x

E8

3-201-4045-28

APPENDIX

IMPORTANT

CHECK TO MAKE SURE THAT THE PROPER TORQUE HAS BEEN APPLIED TO ALL

BOLTS AND THAT THE RECOMMENDED ASSEMBLY PROCEDURE HAS BEEN

FOLLOWED.

RECOMMENDED TORQUE VALUES FOR BOLTS

Periodically check bolt assembly with an accurate torque wrench to ensure that above torque specifications are maintained. A properly tightened bolt will compress sealing washer noticeably.

For Proper Sealing, do not overtighten wall seam connections. Sealing is not critical on uprght slice connections; these connections should be tightened securely to prevent loosening.

Hold bolt head securely when tightening the nut to prevent damage to the sealing washer.

ALWAYS TIGHTEN THE NUT, NOT THE BOLT

Avoid bin assembly at temperatures below -10 C (14 F) if possible. Erection in low temperatures does not ensure strong, well sealed connections. Do not substitute bolts in place of those supplied by Meridian.

E9

3-201-4045-29

IMPORTANT

WARRANTY

1. The manufacturer guarantees its products against any defects in materials or workmanship for a period of twelve (12) months from the date of purchase, provided that the said products are set up according to its instructions and recommendations and also that the said products are operated and used in proper conditions and according to its instructions and recommendations.

2. The manufacturer's responsibility and obligations under this warranty shall be limited to replacement of parts and shall not extend to parts, equipment or accessories that are component parts of manufacturer's products but that are manufactured by other manufacture's. Those manufacture's warranty will apply to such parts, equipment or accessories. Any parts set up by reason of the application of this warranty shall be amenable to the terms of this warranty except that the period of twelve (12) months applicable to such parts shall be peremptory and that upon termination of the said period, warranty shall be null and void, for any purpose whatsoever with the respect to said parts substituted to it before the termination of the said period of twelve (12) months.

3. This warranty shall not extend to loss and damage to content of the products, neither to property or loss of revenue. Moreover it shall not extend to bodily injuries, including death, sustained by any person or animal.

4. The purchaser shall give notice to the manufacturer, without delay, of any damage or defects to its products that he may ascertain before they be set up, otherwise this warranty will not apply to such damage or defects.

5. Any modification or incorporation whatsoever made to products, except those authorized or recommended by the manufacturer, shall void this warranty; this warranty shall not apply to damages resulting from improper installation or erection of products by purchaser.

6. This warranty is the sole and only warranty and it is in lieu of any other warranty, express or implied, statutory or not.

7. Any claim under this warranty shall be notified in writing to the manufacturer's head office within thirty

(30) days from the failure.

Specifications and descriptions are subject to change without notice

F1

3-201-4045-24

MERIDIAN MANUFACTURING INC.

MERIDIAN MANUFACTURING INC.

Meridian is your storage and handling expert.

Meridian is your storage and handling expert.

® www.meridianmfg.com

Cambridge Office

605 Sheldon Dr.

Cambridge, On. N1T 2K1

PH: 519.620.6004

TF: 855.346.3712

FX: 519.620.6041

Camrose Office

4232 - 38 St.

Camrose, AB T4V 4B2

PH: 780.672.4516

TF: 800.830.2467

FX: 780.672.4759

Lethbridge Office

3125 - 24 Ave. N.

Lethbridge, AB T1H 5G2

PH: 403.320.7070

TF: 800.661.1436

FX: 403.320.7579

Regina Office

PO Box 1996

Regina, SK S4P 3E1

PH: 306.545.4044

TF: 800.667.5904

FX: 306.545.4216

© 2014 Meridian Manufacturing Inc. Registered Trademarks Used Under License.

Storm Lake Office

2902 Expansion Blvd.

Storm Lake, IA 50588

PH: 712.732.1780

TF: 800.437.2334

FX: 712.732.1028

Winkler Office

Box 760, 275 Hespler Ave.

Winkler, MB R6W 4A8

PH: 204.325.7883

TF: 800.665.7259

FX: 204.325.5556

Printed in Canada (11/14)

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