Grain Bin Sidewall. 15 [4.57m] - 60 [18.29m] Diameter CONSTRUCTION AND OWNER S MANUAL. P/N rev 2-09 [1]

Transcription

1 Grain Bin Sidewall 15 [4.57m] - 60 [18.29m] Diameter CONSTRUCTION AND OWNER S MANUAL P/N rev 2-09 [1]

2 The Symbol shown below is used to call your attention to instructions concerning your personal safety. Watch this symbol - it points out important safety precautions. It means ATTENTION - Become Alert! Your Personal Safety Is Involved! Read the message that follows and be alert to the possibility of personal injury or death. 2 Be Alert! Your Personal Safety Is Involved A copy of this manual should be available at all times to the owner/operator. Additional copies may be requested from the company at the address shown on the back cover. Please reference part number # when requesting additional copies. Please Contact MFS/YORK/STORMOR or Your Dealer If You Have Any Questions Concerning This Manual Keep This Manual In A Safe Place Available For Future Reference

3 A GENUINE GLOBAL INDUSTRIES, INC. PRODUCT PREFACE You have purchased the finest grain storage bin manufactured today. The following information is intended as a guide in caring for your bin before construction, proper construction of your bin, and safe and proper use of your bin after construction. 3 General Safety Statement Your safety and the safety of others associated with grain system equipment is of prime concern to us at MFS/YORK/STORMOR. We wrote this manual to help you to better understand how to safely build and use this MFS/STORMOR Grain Bin Sidewall. It is your responsibility as the owner, builder, operator, or supervisor, to know what specific requirements, precautions, and hazards exist and to make these known to all personnel working with the equipment or in the area, so that they too may take any necessary safety precautions that may be required! Failure to read this Manual and its Safety Instructions by all personnel is a misuse of the equipment. We want you as our partner in safety! All personnel, including construction personnel, must read and understand all of the MFS/STORMOR Operator s Manual before starting Grain Bin Sidewall construction!

4 Contents Warranty Safety... [7] Warning Decals...7 Minimum Conductor Clearances Specifications... [10] Grain Bin Dimensions Concrete / Site Location...[15] Foundation Plan Pre-Assembly... [20] 5 Sidewall Assembly... [25] Typical Sidewall Assembly, Build Ring Connect 13 Gage and 12 Gage Rings...28 Bottom Sidewall Ring Bolting...29 Sidewall Gage Layout...30 Ag Door Placement...32 Ag Door Assembly...34 Commercial Door Placement...38 Commercial Door Assembly...39 Sidewall Assembly Completion...44 Base Angle...45 Optional Bin Step...46

5 6 Grain Bin Completion... [47] Anchor Hold Downs / 1-Ring Base Anchors Ring Base Anchor Channel...48 Anchors on Gage Bottom Sidewall Sheets Anchors on 12-8 Gage Bottom Sidewall Sheets Bin to Anchors, 1-Ring Base Anchor Locations Bin to Anchors, Hold Down Bracket Locations Bin to Anchors, Installed...53 Ladders Operation... [56] Part Numbers... [59] Index... [66]

6 Warranty MFS/YORK/STORMOR DIVISION (the Company) makes the following warranty to the initial retail purchaser of its products (the Customer). 6 MATERIALS and WORKMANSHIP: The Company warrants products manufactured by it to be free from defects in materials and workmanship in normal use and service for a period of one (1) year after date of delivery to the Customer. COMPANY S OBLIGATION and CUSTOMER S EXCLUSIVE REMEDY: The Company s sole obligation and the Customer s exclusive remedy under this warranty is as follows: If within one (1) year after delivery to the customer the product fails to function properly due to a defect in either materials or workmanship, the Company will at its option, either repair the defective part or replace the defective part with a new or reconditioned part. Labor charges for removing defective parts and installing replacement parts, shipping charges with respect to such parts, and applicable sales and other taxes, if any, shall not be covered by this warranty. CONDITIONS, LIMITATIONS, AND EXCLUSIONS: There are no warranties or merchantability or fitness for a particular purpose with respect to any product manufactured or sold by the Company. Motors provided by the Company are in most instances warranted by the manufacturer thereof and are not warranted by the Company. The Company shall not be responsible under this warranty or otherwise for personal injury or for Incidental or Consequential Damages, including, without limitation, loss of use and lost profits. This warranty does not apply to defects or damages caused by misuse, improper maintenance, or improper installation of the Company s product or any equipment attached to or used in connection with the Company s product. The Company reserves the right to make changes or improvements to its products without incurring any obligation with respect to previously manufactured products. Field modification of this product without the expressed written permission of the Company constitutes a misuse of the product. The Company shall have no liability under this warranty until payment in full for the product in question has been made by the customer. The foregoing is the sole warranty made by the Company. No one is authorized to make other warranties on behalf of the Company.

7 11 Safety Warning Decals DANGER WARNING 7[7] (018051) Rotating flighting will kill or dismember. Flowing material will trap and suffocate. Crusted material will collapse and suffocate. Keep clear of all augers. DO NOT ENTER this bin! If you must enter the bin: 1. Shut off and lock out all power. 2. Use a safety harness and safety line. 3. Station another person outside the bin. 4. Avoid the center of the bin. 5. Wear proper breathing equipment or respirator. Failure to heed these warnings will result in serious injury or death. DC-GBC-1A (018027) If augers manufactured by others are installed in conjunction with your bin, we strongly recommend that this or a similar decal be installed in a visible location on that equipment if not present. DON'T DO UNLOADING INSTRUCTIONS: 1. Use CENTER FLOOR OUTLET ONLY until NO grain remains above this outlet. 2. Side floor outlets to be used ONLY when above condition is satisfied. 3. Lock all side floor outlets to avoid accidental premature use. 4. See manufacturers instructions for proper use of factory supplied sidedraw (wall) discharge systems. Failure to heed these warnings could result in serious injury, death, structural damage or collapse of tank. (018039) DC-GBC-2A CAUTION FAILURE TO PROVIDE SUFFICIENT AIR EXHAUST AREA MAY RESULT IN DAMAGE TO YOUR BIN Proper aeration or drying exhaust air openings must be provided in the form of roof vents or open manholes when the bin fan is operating! We suggest a minimum of 1 Square Foot [0.093m 2 ] opening for each 1000 Cubic Feet per Minute [30m 3 /min] of air. The operator must be sure (018035) Put on sidewall sheet bundles before shipped. that these openings are not constricted by chaff, ice or other materials during fan operation. P/N (018050) Placed on the inner door panel.

8 1 Safety CAUTION THIS BIN IS LIMITED TO ONE OF THE FOLLOWING USAGES AS LISTED BELOW - IMPROPER USAGE WILL VOID ANY STATED WARRANTY APPLICABLE TO THIS PRODUCT. S - DESIGNATES STORAGE BIN: D - DESIGNATES DRYING BIN H - DESIGNATES HEAVY DUTY BIN SITUATION S D H 8 MAXIMUM UNLOAD RATE (Bushels per hour) 2,500 7,500 15,000 SUPLEMENTAL HEAT ALLOWED NO YES YES MAXIMUM AIR FLOW IN CUBIC FEET PER MINUTE PER BUSHEL GRAIN 1/5 3 7 MAXIMUM ALLOWABLE MOISTURE CONTENT IN PERCENT- AGE POINTS ABOVE USDA DRY GRAIN STANDARDS 3 15 Greater than 15 MAXIMUM LOAD/UNLOAD FREQUENCY PER YEAR STIRRING DEVICES: 36 DIAMETER AND SMALLER NO YES YES 42 DIAMETER AND LARGER NO YES-2 Augers or less YES CONICAL HOPPER UNDER BIN ALLOWED NO NO YES APPROVED FOR SEISMIC LOAD NO NO YES RECIRCULATING/CONTINUOUS FLOW DRYER ALLOWED NO NO YES SEE YOUR CONSTRUCTION/SAFETY MANUAL FOR STANDARD WARRANTY AND OTHER SPECIFICATIONS. mfs Placed on the inside at the outer door cover. Grain Bin Sidewall [1]

9 1 Safety Minimum Conductor Clearances 100 [3,048mm] minumum 100 [3,048mm] minumum storage structure(s) (geometry optional) 9 conveying machine overhead conductor and pole 100 [3,048mm] minumum 100 [3,048mm] minumum line of overhead conductors underground conductor 100 [3,048mm] minumum 100 [3,048mm] minumum line of overhead conductors no overhead conductors line of overhead conductors conveying machine overhead conductor and pole 100 [3,048mm] minumum clearance 100 [3,048mm] minumum clearance 8 [2,438mm] minimum underground conductor storage structure(s) a MINIMUM CONDUCTOR CLEARANCES

10 22 Specifications [10] This bin is designed along guidelines which allow it to provide the owner years of service provided it is not used for purposes for which it was not intended. The sidewall gage specifications for your bin appear on the sidewall sheet layout tables on pages The general material specifications for your bin are as follows. BIN WALLS All wall sheets are of corrugated, galvanized steel with 2.66 [67.56 mm] corrugation. Wall sheets have 0.90 oz. [275 g/m 2 ] per square foot zinc coating (G-90 designation) corrugation sheets have 32 [812.8 mm] vertical coverage. Horizontal coverage of wall sheets is 112-1/2 [ mm]. All light gage sidewall sheets have hill and valley bolting on vertical seams. Heavy gage sheets have valley only bolting on vertical seams. All 5/16 and 3/8 bin bolts are electro-galvanized grade 8.2 with self-sealing injection molded washers. DOORS On 2.66 corrugated bins, a single 32 [813 mm] door is standard on all sizes and a (2) ring 64 [1626 mm] walk door is available as an option on most diameters. Further details on both doors are found in the door installation pages of this manual, on pages The standard location for a 2.66 bin 32 door is in the second ring from the bottom, and the standard location for the 64 door is in the second and third ring from the bottom. All 64 doors have (3) inner panels and an outer door cover. All 32 doors have (2) inner panels and an outer door cover. For allowable door placements see the tables on pages (1) ring doors are placed in the second sidewall ring from the bottom. (2) ring doors are placed in the second and third sidewall rings from the bottom. On 24 [7.36 m] diameter and smaller 2.66 corrugated bins, a (2) ring door with auger panel opening is available. An auger shield is required at extra cost. All welds are of non-rusting silicone bronze.

11 2 Specifications DESIGN CRITERIA Bins are designed to store free-fl owing, noncorrosive whole grains with a bulk density of 48 lbs/ft 3 [768.5 kg/m 3 ] (60 lbs/bushel) or less. Bins are designed to be fi lled through the center roof opening only, and to be emptied from the center. Any off-center loadings should be used only for clean-out after discharge has been complete to the angle of repose. Sectional sweep augers with sections no longer than half the radius must be used on the 42 [12.8 m] diameter and larger bins. The center section should be completely cleaned out before the next auger section is added. Have your builder make all non-bin equipment in excess of company s recommendations, like LEGS, WALK-WAYS, SPOUTING and CONVEYORS self supporting. 11 WARNING! DO NOT OVERFILL THE BIN ROOF AREA! Overfilling the bin roof area prevents proper air movement through roof vents and may also cause roof damage or failure! You must furnish the adequate ventilation area to match the Cubic Foot per Minute output of the aeration fan installed on your bin. A rule of thumb would be, no more than 1000 Cubic Feet per Minute [30m 3 /min] per 1 Square Foot [0.093m 2 ] vent opening. WARNING! When you run your aeration fans, make certain your VENTS ARE OPEN and kept clean of all debris and frozen matter. An aeration system can, without proper management, create a greater load on a roof than equipment or snow and can damage the roof. WARNING! Installation of accessories or equipment in or on a grain bin that would overstress the structure in any manner will void the Warranty. If you do not have specific recommendations from Mfs/York/Stormor, where additional loading is involved. Please contact Mfs/York/Stormor Engineering Department before installing any such appurtenances or equipment.

12 2 Specifications Grain Bin Dimensions 12 B Grain Bin Wall Diameter (to center of corrugation) Nominal Dia. Wall Dia. Nominal Dia. Wall Dia / / / / / / / / / / / /16 A Grain Bin Roof Height B Grain Bin Eave Height C C Dia. Roof Height No. of Rings Eave Height a GRAIN BIN DIMENSIONS 15 4' 2" 18 5' 1" 21 6' 1" 24 7' 0" 27 8' 0" 30 8' 11" 33 9' 11" 36 10' 10" 42 12' 1" 48 13' 11" 54 15' 7" 60 17' 6" 4 10' 8" 5 13' 4" 6 16' 0" 7 18' 8" 8 21' 4" 9 24' 0" 10 26' 8" 11 29' 4" 12 32' 0" 13 34' 8" 14 37' 4" Grain Bin Peak Height A Bin Diameter No. of Rings 15' 18' 21' 24' 27' 30' 33' 36' 42' 48' 54' 60' 4 14' - 11" 15' - 10" 16' - 10" 17' - 9" 18' - 9" 19' - 8" 20' - 7" 21' - 7" 22' - 8" 24' - 7" 26' - 0" 27' - 10" 5 17' - 7" 18' - 6" 19' - 6" 20' - 5" 21' - 5" 22' - 4" 23' - 3" 24' - 3" 25' - 4" 27' - 3" 28' - 8" 30' - 6" 6 20' - 3" 21' - 2" 22' - 2" 23' - 1" 24' - 1" 25' - 0" 25' - 11" 26' - 11" 28' - 0" 29' - 11" 31' - 4" 33' - 2" 7 22' - 11" 23' - 10" 24' - 10" 25' - 9" 26' - 9" 27' - 8" 28' - 7" 29' - 7" 30' - 8" 32' - 7" 35' - 0" 35' - 10" 8 25' - 7" 26' - 6" 27' - 6" 28' - 5" 29' - 5" 30' - 4" 31' - 3" 32' - 3" 33' - 4" 35' - 3" 36' - 8" 38' - 6" 9 28' - 3" 29' - 2" 30' - 2" 31' - 1" 32' - 1" 33' - 0" 33' - 11" 34' - 11" 36' - 0" 37' - 11" 39' - 4" 41' - 2" 10 30' - 11" 31' - 10" 32' - 10" 33' - 9" 34' - 9" 35' - 8" 36' - 7" 37' - 7" 38' - 8" 40' - 7" 43' - 0" 43' - 10" 11 33' - 7" 34' - 6" 35' - 6" 36' - 5" 37' - 5" 38' - 4" 39' - 3" 40' - 3" 41' - 4" 43' - 3" 44' - 8" 46' - 6" 12 36' - 3" 37' - 2" 38' - 2" 39' - 1" 40' - 1" 41' - 0" 41' - 11" 42' - 11" 44' - 0" 45' - 11" 47' - 4" 49' - 2" 13 38' - 11" 39' - 10" 40' - 10" 41' - 9" 42' - 9" 43' - 8" 44' - 7" 45' - 7" 46' - 8" 48' - 7" 51' - 0" 51' - 10" 14 41' - 7" 42' - 6" 43' - 6" 44' - 5" 45' - 5" 46' - 4" 47' - 3" 48' - 3" 49' - 4" 51' - 3" 52' - 8" 54' - 6" WARNING! All 13 and 14 ring 2.66 Grain Bins are designed to be used for storage only and not for drying!

13 2 Specifications SI Grain Bin Dimensions B Grain Bin Wall Diameter (to center of corrugation) Nominal Dia. Wall Dia. Nominal Dia. Wall Dia. 15 [4.57m] 4,548 mm 33 [10.06m] 10,005 mm 18 [5.49m] 5,458 mm 36 [10.97m] 10,916 mm 21 [6.40m] 6,367 mm 42 [12.80m] 12,735 mm 24 [7.32m] 7,277 mm 48 [14.63m] 14,553 mm 27 [8.23m] 8186 mm 54 [16.46m] 16,372 mm 30 [9.14m] 9,096 mm 60 [18.29m] 18,191 mm 13 A C Grain Bin Roof Height B Dia. Roof Height Grain Bin Eave Height C No. of Rings Eave Height a GRAIN BIN DIMENSIONS 15 [4.57m] 1,270 mm 18 [5.49m] 1,549 mm 21 [6.40m] 1,854 mm 24 [7.32m] 2,134 mm 27 [8.23m] 2,438 mm 30 [9.14m] 2,718 mm 33 [10.06m] 3,023 mm 36 [10.97m] 3,302 mm 42 [12.80m] 3,683 mm 48 [14.63m] 4,242 mm 54 [16.46m] 4,750 mm 60 [18.29m] 5,334 mm 4 3,251 mm 5 4,064 mm 6 4,877 mm 7 5,690 mm 8 6,502 mm 9 7,315 mm 10 8,128 mm 11 8,941 mm 12 9,754 mm 13 10,566 mm 14 11,379 mm Grain Bin Peak Height A [mm] Bin Diameter No. of Rings 15' 18' 21' 24' 27' 30' 33' 36' 42' 48' 54' 60' 4 4,548 4,825 5,130 5,410 5,715 6,005 6,275 6,578 6,908 7,494 7,924 8, ,360 5,638 5,943 6,223 6,528 6,817 7,088 7,390 7,721 8,307 8,737 9, ,173 6,451 6,755 7,036 7,341 7,630 7,900 8,203 8,533 9,120 9,549 10, ,986 7,263 7,568 7,849 8,153 8,443 8,713 9,016 9,346 9,932 10,362 10, ,799 8,076 8,381 8,661 8,966 9,256 9,526 9,829 10,159 10,745 11,175 11, ,612 8,889 9,194 9,474 9,779 10,069 10,339 10,642 10,972 11,558 11,988 12, ,424 9,702 10,007 10,287 10,592 10,881 11,152 11,454 11,785 12,371 12,801 13, ,237 10,515 10,819 11,100 11,405 11,694 11,964 12,267 12,597 13,184 13,613 14, ,050 11,327 11,632 11,913 12,217 12,507 12,777 13,080 13,410 13,996 14,426 14, ,863 12,140 12,445 12,725 13,030 13,320 13,590 13,893 14,223 14,809 15,239 15, ,676 12,953 13,258 13,538 13,843 14,133 14,403 14,706 15,036 15,622 16,052 16,612 WARNING! All 13 and 14 ring 2.66 Grain Bins are designed to be used for storage only and not for drying!

14 2 Specifications BOLT IDENTIFICATION AND TORQUE VALUES Bolt Size Approximate Torque Required g /16 grade ft-lbs, 33 Nm, 3.4 kgf-m 3/8 grade ft-lbs, 59 Nm, 6.6 kgf-m 14 Have your contractor demonstrate that he/she is giving you the correct torque. Approximate torque levels for the fasteners that bolt your bin together are listed here. For all these bearing type sidewall sheet connections, a snug tight condition is sufficient to ensure structural soundness, where snug-tight is defi ned as the tightness attained by several impacts on an impact wrench, or the full effort of a worker with an ordinary spud wrench that brings the connected sheets into firm contact. A properly tightened bolt must have its seal washer fully seated in the hole and the sheets fully drawn together to produce a water-tight seal. WARNING! ALWAYS LOAD OR UNLOAD THE BIN FROM THE CENTER! This creates an even load on the structure. Only use your intermediate sumps for clean-up. Off-center loading and unloading creates excessive STRESSES and can cause failure. All bins should be filled at the center of the peak ring with an auger or spout of adequate length to allow grain to drop straight down into the bin. A leveling device is strongly recommended. CHECK DELIVERY Your bin has been carefully checked before shipment. However, you should check your shipment upon arrival using the provided Packing List to insure it is complete. CAUTION: All galvanized steel is subject to oxidation, sometimes called white rust when exposed to moisture from any source. Plenty of care should be taken to protect sidewall sheets and roof sheets. INSIDE STORAGE IS ADVISABLE. When on the job site, sheets should be place on edge far enough apart to let air to circulate freely. WARNING! Don t cut openings in bins! This reduces the structural strength of the unit and can cause partial or complete failure.

15 33 Concrete / Site Location BIN SITE LOCATION Check your site locations for possible problems with the following: 1 High wind or Snow load area 4 Local codes/permits 7 Railroads 2 Waterways and run off 5 Power lines 8 Seismic load 3 Poor soil conditions/soil problems 6 Highways 9 Hopper Bins [15] CHOOSING A BIN SITE Consideration should be given to convenience in loading and unloading and accessibility to existing and planned facilities. The site should be level, on firm soil, with adequate drainage. Any fill used in leveling the site MUST BE well compacted to prevent uneven settling from weight of the foundation, bin and contents. After the site is completely level, use 1 to 2 [25mm - 50mm] of fill sand to act as a cushion under the concrete slab. Standard foundation drawings and specs are furnished by MFS/YORK/STORMOR showing soil bearing pressures required. It is the obligation of the purchaser to obtain a soil bearing test and ascertain that the foundation has sufficient strength for a capacity filled bin. Unless the fi nished foundation is level and true, and the site properly graded for water drainage, failure of the foundation could result. This is not covered by the MFS/YORK/STORMOR warranty. At the time your soil is being compacted and the foundation is being poured, make certain that the work is being done in exact accordance with your soil engineer s specifications. Remember - if your soil isn t right, your foundation could TIP AND CRACK - if your foundation isn t right, your bin could fail. The foundation drawings on the following pages are intended as a guide only and are not to be interpreted as firm instruction. If at a later date, the bin is increased in height, the foundation may not be adequate. Anchor bolts should be to specifi cations and be set when pouring the foundation as improper anchoring will give you a WEAK structure. The bin is ROUND and to keep it round, the anchor bolts should follow a SCRIBED CIRCLE with the correct chord dimensions between the anchor bolts. The base ring of the bin must rest firmly on the foundation with absolutely no overhang. Instructions 1. Lay out the foundation by driving a small pipe to mark the center of the pad. The top of the pipe should be the height of the foundation. 2. Using the pipe for a center pivot, you can use a chain with a sharp stake attached to the outer end to scribe on the ground the foundation diameter. (A board may be used instead of the chain.) 3. After pouring the concrete, and while it is still soft, locate your anchor bolts. Use the center pipe and chain again to mark the correct diameter to set the anchor bolts. Use a measured chain (or chord) to get the correct spacing between holes.

16 3 Concrete / Site Location Foundation Plan 16 C5 C1 Slab Diameter Diameter A NOTE: For foundation specifi cations particular to the diameter and height of your bin, see the following pages in this section. C3 FOUNDATION PLAN BIN SIDEWALL ANCHOR HOLD DOWN BRACKET 5/8" NUT, WASHER, AND LARGE WASHER GRADE BASE ANGLE 5/8" X 9" ANCHOR BOLTS WIRE MESH 6 X 6 X 10/10 "D" 3" 2" 4" SANDFILL 1 1/2" 2" 2" 2-3/8" DIA REINF BARS "W" K FLAT SLAB

17 3 Concrete / Site Location IMPORTANT: Develop a layout plan for the bin, bin accessories, and auxiliary equipment and then build the bin foundation in proper accordance with the layout plan! Anchor Bolt Plan Dimensions Diameter - up to 9 rings - 1 anchors per sidewall sheet Bin Dia. Slab Dia. Bolt Circle A 15 [4.57 m] 18 [5.49 m] 21 [6.40 m] 24 [7.31 m] 27 [8.23 m] 30 [9.14 m] 33 [10.06 m] 36 [10.97 m] 15 [4.57 m] 18 [5.49 m] 21 [6.40 m] 24 [7.31 m] 27 [8.23 m] 30 [9.14 m] 33 [10.06 m] 36 [10.97 m] 42 [12.80 m] 48 [14.63 m] 54 [16.46 m] 60 [18.29 m] /2 [4,865 mm] /8 [5,775 mm] /8 [6,683 mm] /16 [7,596 mm] /4 [8,503 mm] /8 [9,414 mm] /8 [10,322 mm] /4 [11,236 mm] /2 [4,865 mm] /8 [5,775 mm] /8 [6,683 mm] /16 [7,596 mm] /4 [8,503 mm] /8 [9,414 mm] /8 [10,322 mm] /4 [11,236 mm] /8 [13,052 mm] /2 [14,871 mm] /8 [16,691 mm] /4 [18,510 mm] Anchor Bolt Bolt Chordal Spacing Qty C1 C3 C / /32 [4,661 mm] [2,739 mm] / /16 [5,572 mm] [2,786 mm] / /16 [6,480 mm] [2,811 mm] / /8 [7,393 mm] [2,828 mm] / /4 [8,299 m] [2,838 mm] / /16 [9,211 mm] [2,846 mm] / /4 [10,119 mm] [2,851 mm] / /32 [11,030 mm] [2,855 mm] Diameter - 10 to 14 rings - 2 anchors per sidewall sheet /2 [4,661 mm] /32 [1,441 mm] / /32 [5,572 mm] [1,442 mm] / /32 [6,480 mm] [1,442 mm] / /32 [7,393 mm] [1,442 mm] / /4 [8,299 m] [1,441 mm] / /32 [9,211 mm] [1,441 mm] / /16 [10,119 mm] [1,440 mm] / /16 [11,030 mm] [1,440 mm] 155-1/8 [3,940 mm] /16 [4,040 mm] /32 [4,106 mm] /8 [4,150 mm] /8 [4,181 mm] 165-1/2 [4,203 mm] 166-3/16 [4,221 mm] Diameter - up to 14 rings - 2 anchors per sidewall sheet / /8 [12,849 mm] [1438 mm] / /32 [14,669 mm] [1437 mm] / /16 [16,488 mm] [1437 mm] / /16 [18,307 mm] [1437 mm] 167-3/32 [4244 mm] 167-5/8 [4258 mm] 168-1/32 [4268 mm] 168-1/4 [4274 mm] /32 [6,513 mm] 260-7/8 [6,626 mm] /32 [6,714 mm] 269-5/32 [6837 mm] 272-7/32 [6914 mm] /32 [6968 mm] /16 [7006 mm] 17 Bin Size Wire Mesh Sq. Ft. 15 [4.57 m] 184 [17.1 m 2 ] 18 [5.49 m] 263 [24.5 m 2 ] 21 [6.40 m] 356 [33.1 m 2 ] 24 [7.31 m] 462 [43.0 m 2 ] Bin Size Wire Mesh Wire Mesh Sq. Ft. 27 [8.23 m] 583 [54.2 m 2 ] 30 [9.14 m] 718 [66.8 m 2 ] 33 [10.06 m] 866 [80.5 m 2 ] 36 [10.97 m] 1029 [95.6 m 2 ] Bin Size Wire Mesh Sq. Ft. 42 [12.80 m] 1396 [129.7 m 2 ] 48 [14.63 m] 1819 [169.0 m 2 ] 54 [16.46 m] 2299 [214.0 m 2 ] 60 [18.29 m] 2834 [263.3 m 2 ]

18 3 Concrete / Site Location Foundation Specifications Foundation Specifications for Bins up to 9 Rings Tall Bin Dia. Foundation Dimension D Foundation Dimension W Concrete Total Cubic Yards #3 Reinf. Bar lin/ft 15 [4.57 m] 15 [381 mm] 12 [305 mm] 4-3/4 [3.7 m 3 ] 96 [29.3 m] 18 [5.49 m] 15 [381 mm] 12 [305 mm] 6 [4.6 m 3 ] 115 [35.1 m] 21 [6.40 m] 15 [381 mm] 12 [305 mm] 7-3/4 [6.0 m 3 ] 134 [40.9 m] [7.31 m] 15 [381 mm] 12 [305 mm] 9-1/2 [7.3 m 3 ] 152 [46.4 m] 27 [8.23 m] 15 [381 mm] 12 [305 mm] 11-1/2 [8.8 m 3 ] 170 [51.9 m] 30 [9.14 m] 18 [457 mm] 18 [457 mm] 16-3/4 [12.9 m 3 ] 187 [57.0 m] 33 [10.06 m] 18 [457 mm] 18 [457 mm] 19-1/2 [15.0 m 3 ] 206 [62.8 m] 36 [10.97 m] 18 [457 mm] 18 [457 mm] 22-1/4 [17.1 m 3 ] 224 [68.3 m] 42 [12.80 m] 18 [457 mm] 18 [457 mm] 28-1/4 [21.6 m 3 ] 262 [79.9 m] 48 [14.63 m] 18 [457 mm] 18 [457 mm] 35-1/2 [27.2 m 3 ] 299 [91.2 m] 54 [16.46 m] 24 [610 mm] 24 [610 mm] 53-1/4 [40.8 m 3 ] 333 [101.5 m] 60 [18.29 m] 24 [610 mm] 24 [610 mm] 62-3/4 [48.0 m 3 ] 371 [113.1 m] Foundation Specifications for Bins 10 to 12 Rings Tall 15 [4.57 m] 15 [381 mm] 24 [610 mm] 6-3/4 [5.2 m 3 ] 89 [27.2 m] 18 [5.49 m] 15 [381 mm] 24 [610 mm] 8-1/2 [6.5 m 3 ] 108 [33.0 m] 21 [6.40 m] 15 [381 mm] 24 [610 mm] 10-1/2 [8.1 m 3 ] 127 [38.8 m] 24 [7.31 m] 15 [381 mm] 24 [610 mm] 12-3/4 [9.8 m 3 ] 145 [44.2 m] 27 [8.23 m] 15 [381 mm] 24 [610 mm] 15-1/4 [11.7 m 3 ] 165 [50.3 m] 30 [9.14 m] 18 [457 mm] 30 [762 mm] 21-3/4 [16.7 m 3 ] 181 [55.2 m] 33 [10.06 m] 18 [457 mm] 30 [762 mm] 24-3/4 [19.0 m 3 ] 199 [60.7 m] 36 [10.97 m] 18 [457 mm] 30 [762 mm] 28-1/4 [21.6 m 3 ] 218 [66.5 m] 42 [12.80 m] 18 [457 mm] 30 [762 mm] 35-1/4 [26.6 m 3 ] 256 [78.1 m] 48 [14.63 m] 18 [457 mm] 30 [762 mm] 43-1/4 [33.1 m 3 ] 293 [89.4 m] 54 [16.46 m] 24 [610 mm] 33 [838 mm] 62 [47.5 m 3 ] 329 [100.3 m] 60 [18.29 m] 24 [610 mm] 34 [864 mm] 73-1/2 [56.2 m 3 ] 366 [111.6 m] Foundation Specifications for Bins 13 to 14 Rings Tall 24 [7.31 m] 18 [457 mm] 32 [813 mm] 16-1/2 [12.7 m 3 ] 142 [43.3 m] 27 [8.23 m] 18 [457 mm] 32 [813 mm] 19-1/4 [14.8 m 3 ] 160 [48.8 m] 30 [9.14 m] 18 [457 mm] 34 [864 mm] 23-1/4 [17.8 m 3 ] 178 [54.3 m] 33 [10.06 m] 18 [457 mm] 34 [864 mm] 26-1/2 [20.3 m 3 ] 196 [59.8 m] 36 [10.97 m] 18 [457 mm] 38 [965 mm] 31-3/4 [24.3 m 3 ] 214 [65.3 m] 42 [12.80 m] 18 [457 mm] 38 [965 mm] 39-1/2 [30.2 m 3 ] 251 [76.6 m] 48 [14.63 m] 18 [457 mm] 40 [1,016 mm] 49-1/2 [37.9 m 3 ] 288 [87.8 m] 54 [16.46 m] 24 [610 mm] 42 [1,067 mm] 70-1/2 [54.0 m 3 ] 325 [99.1 m] 60 [18.29 m] 24 [610 mm] 44 [1,118 mm] 84 [64.3 m 3 ] 361 [110.1 m]

19 FOUNDATION NOTES: 3 Concrete / Site Location 1. The foundation site should be well drained and free of vegetation and/or debris. 2. Foundation(s) should be on undisturbed soil or engineered compacted backfi ll. 3. A soil and foundation (Geotechnical) investigation should be conducted for each site to confi rm the soil bearing capacity. 4. Foundation Design is based on the specifi ed allowable soil bearing capacity. 5. The concrete shall have a minimum compressive strength of 3,000 psi at 28 days. a 6. Concrete should be allowed to cure 7 days before starting tank assembly and 28 days before fi lling the bin. 7. Concrete should be kept level to ±1/8 in 10 and 1/2 across the diameter. b High spots or debris should be removed before setting the bin. 8. Anchor bolts need to be properly located based on the information provided in order to keep the tank round, and to ensure structural integrity of the bin while guaranteeing effective transfer of wall forces down to the foundation. Minimum recommended cast-in-place anchors for standard conditions shall be A307 9 x 3 hooked bolts of the required diameter: 3/4 for Commercial Flat-Bottom Bins (1 required for 60 and larger bins with a side draw) and Commercial Hopper Tanks, 5/8 for Unstiffened Grain Bins, and 1/2 for Unstiffened Hopper Bins. The hook of the bolt must be placed below horizontal rebar for proper transfer of forces. Alternately, a hex-head bolt with fl at washers or an epoxy adhesive anchor of equivalent strength may be used. Check with epoxy anchor vendor or manufacturer for strength ratings and for proper installation instructions. 9. All reinforcing rod for concrete reinforcement shall conform to ASTM A615, Grade Rebar should lap a distance equal to (Rebar Dia. x 24). Minimum allowable lap is 18 - i.e: #6 Rebar has a diameter of 6/8 : 24 x.75 = 18, or an 18 lap. c 11. Estimates for Rebar do NOT include allowances for the lap. 12. The stiffener and sidewall must be supported over tunnels. 13. Concrete yardage figures do NOT include any allowances for aeration trenches or tunnels. 14. Ring reinforcement must be continuous around the tunnels. 15. To help minimize potential frost heave, the bottom of the footings should be at or below the frost line. Alternately, the footings could be supported on non-expansive fill materials (such as crushed stone or gravel) which are not susceptible to frost heave, extending below the frost line; however, some local building codes do require the footing to extend below the frost line. 16. Foundation Design is based on an allowable soil bearing capacity of 3,000 psf for unstiffened Grain Bins and 3,500 psf for Commercial Stiffened Bins. d 17. The foundation details in this manual are to be considered general in nature and are intended only as a guide. This design is for standard external loading conditions: 90 mph wind speeds and seismic zone 0 earthquake loads. It is the owner s responsibility to provide an appropriate site and foundation design for the adequate support of the grain bin. MFS/YORK/STORMOR assumes no responsibility for results arising from these suggestions. Check with the MFS engineering department to obtain contact information for foundation design and soil testing professionals. 19 a [The concrete shall have a compressive strength of MPa at 28 days] b [Concrete should be kept level to ±3 mm in 3000 mm and 12 mm across the diameter] c [Minimum allowable lap is 450 mm - i.e: #6 Rebar has a diameter of 19 mm: 24 x 19 mm = 450 mm, or a 450 mm lap.] d [Found. design is based on an allowable soil bearing capacity of kpa for unstiffened grain bins and kpa for stiffened bins.]

20 44 Pre-Assembly [20] SIDEWALL SHEET IDENTIFICATION The bin wall sheets are color coded at the ends on the bottom corners of the sheets for simple reference as follows: Color Sidewall Gage Color Sidewall Gage Color Sidewall Gage Green / Gray 19 gage Yellow 14 gage Brown 10 gage Gray 18 gage Yellow / Black 13 gage White 8 gage Red 17 gage Black 12 gage Blue / Yellow 15 gage Orange 11 gage Color coding is on the bottom (2) corners of the sidewall sheet and a stamped sheet identification mark is in the middle of the sheet between the color codes on the inside face. To determine the number of sheets per ring, divide the bin diameter by (3): ie: 36 diameter bin divided by 3 = 12 sheets per ring. Sidewall Sheet Identification example 9 3/8 [238mm] 4 11/16 [119mm] 19 gage - 13 gage sheets 12 gage - 8 gage sheets Sidewall sheets in this example viewed from the inside of the bin. a SIDEWALL SHEET IDENTIFICATION EXAMPLE

21 4 Pre-Assembly SIDEWALL HARDWARE AND WHERE IT IS USED: 5/16 x 1 Bin bolts with seal washer (018905) and nuts (018913) - Used at bin wall 19 gage - 13 gage sheets 5/16 x 1 ¼ Bin bolts with seal washers (018904) and nuts (018913) - Used to bolt base angles together, with 5/16 fl ange nuts (028002) Used to bolt the base angle to the bin wall with 5/16 fl ange nuts (028002) - Used on 19 gage - 13 gage bottom sheets. Used at all roof locations on bins with an eave ring package, with 5/16 hex nut (018913) and 5/16 fl ange nut (028002) dia. bins only: Used to connect the eave clips to the sidewall, with 5/16 hex nut (018913) dia. bins only: Used to connect the supplemental eave clips to the sidewall, with 5/16 hex nut (018913) 5/16 seal washer (018910) Used at 1-ring base anchor-to-sidewall sheet connection on 19 gage - 13 gage sheets 3/8 x 1 bin bolts with seal washers (018980) and nuts (018983) - Used on 12 gage - 8 gage bin wall sheets 3/8 x 1 1/4 bin bolts with seal washers (018981) and nuts - Used to bolt the base angle to the bin wall, with 3/8 fl ange nut ( ), 12 gage - 8 gage bottom sheets 3/8 x 1 3/4 bin bolts (018982), 3/8 fl ange nuts ( ), and seal washers (018976) - Used at 1-ring base anchor-to-sidewall sheet connection with 12 gage - 8 gage sheets 5/16 or 3/8 x 1 Bin bolts with seal washer and nuts - Used around the door 5/8 nuts, washers, and large washers - Used at the anchor bolts to secure the bin to the foundation Sealer tape (018008) - Used at VERTICAL bin wall seams (1 strip) Used at the door frame both vertically and horizontally around it Base angle connector (010080) - Used to join base angle ring at connections Roof eave clips ( ) ( ) - Used at the top ring of the sidewall sheets (on the outside of the bin). Installs to top ring of bin wall sheets (on outside). The top hole puts roof in lowered position for storage facility, and bottom hole puts roof in raised position for drying facility. Roof supplemental eave clips (010073) dia. bins only: Used at the top ring of sidewall sheets (on the outside of the bin) Installs to the top ring of bin wall sheets (on outside) Eave clip washer (010077) dia. bins only: Used to secure the connection between the eave clips and roof sheets Bin hold down bracket (012869) - Used to secure the bin to the foundation 21

22 4 Pre-Assembly 1 & 2 RING AG DOOR HARDWARE AND WHERE IT IS USED: 5/16 Slotted truss head machine screws (038800) and fl ange hex nuts (028002) - Used to install the door drip cap Used to install door cover hinges and the door handle bar hinges Outer door clip (010087) - Used at the sidewall near the door to hold the outer door cover when it is open 5/16 Metal backed neoprene washer (038811) - Used to install the drip cap at the drip cap middle hole location only 22 COMMERCIAL DOOR HARDWARE AND WHERE IT IS USED: Outer door clip (010087) (1 qty) - Used at the sidewall near the door to hold the outer door cover when it is open Hinge bracket (012891) (4 qty) - Used to install the inner and outer door covers Square jamb washer (012895) (16 qty) - Used at stiffener to door frame locations Corrugated rubber sealer (018003) (3 qty) - Used at the outer door jamb plate to sidewall installation 1/2 x 3/4 x 10 [3,048mm] Door sealer strip (018187) - Used at the eyebrow plate to sidewall installation Outer door handle (018194) (1 qty) - Door handle cam (018195) (1 qty) - Used at the outer door handle installation 1/2 x 3/4 bolts (018907) and nuts (018912) (8 qty) - Used to install the hinge brackets to the door frame 1/2 acorn nuts (018963) (4 qty) - Used at the outer door frame to latch door handles Hairpin Cotter (018969) (4 qty) - Used at the hinge bracket clevis pins #10-24 x 1/2 machine screws (018972) and hex nuts (048274) (2 qty) - Used to install the outer door handle 1/2 x 7 clevis pin (018989) (4 qty) - Used at the inner and outer door hinges installation 1/2 x 1-3/4 bolt ( ) (4 qty) - Used to install the acorn nuts to the inner door frame 5/8 x 2 bolts ( ) (4 qty) - Used to install the door half frames to the jamb plates

23 4 Pre-Assembly 5/8 x 3 bolt ( ) - Used to install the bin door gussets to the door frame 3/8 x 1 slotted round head bolts ( ), 3/8 fl anged hex nuts ( ) - Used to install the door cover braces to the outer door Used with seal washers (018976) at eyebrow plates to door half frames installation 5/8 hex nuts ( ) - Used to install the door half frames to the sidewall Used at the bin door gusset to door frame locations 1/2 lock washer ( ) - Used at the inner door handle to inner door cover connection 1/2 fl at washer ( ) - Used at the door frame to sidewall installation when 3 long bolts are used Clear silicone caulking ( ) Used around the door half frames (see the commercial door section, half frames installation example) 23 WARNING! UNDER NO CIRCUMSTANCES SHALL ANY OTHER BOLT BE SUBSTITUTED FOR THOSE SUPPLIED BY MFS/YORK/STORMOR!

24 DOORS 4 Pre-Assembly All bins come equipped with either a 64 [1626mm] walk-in door or a 32 [813mm] crawl door. Details for both of these doors are found in the door installation pages of this manual. See pages CHECK THE SHIPPING LIST Make certain that all the components are available by checking the shipping list. Any shortages should be reported immediately to the MFS/YORK/STORMOR sales offi ce. 24 WARNING! Before construction of the bin is started: 1) Read and understand this manual. 2) Predetermine the locations of the access door, anchor bolts, ladder, manway, roof steps, fans (see below), and other auxiliary equipment. access door (typical) underfl oor unload auger fl oor planks (bin with full fl oor) (2 fans) fan location 120 maximum (1 fan) fan location a FAN PLACEMENT

25 55 Sidewall Assembly GENERAL ASSEMBLY INSTRUCTIONS 1 Plan for the location of the door, bin ladders, roof steps, manway, fans, unload auger, accessories, and other equipment. 2 Complete the foundation. See the foundation section in the front part of the manual. 3 Arrange the sidewall sheets near the pad in preparation for assembly. 4 Assemble the top ring of sidewall sheets, making certain that sidewall sheets overlap in the same direction. 5 Install the eave ring or (and) eave clips. Raise the peak ring to the correct height on the center support (center jack) and assemble the roof. 6 Continue by raising the bin and installing additional sidewall sheet rings making certain that sidewall sheets overlap in the same direction. 7 If your bin is equipped with them, install sidewall ladders or spiral stairs in the proper location as the sidewall is being built. 8 Install the door in the second ring from the bottom (1 ring door) or second and third ring from the bottom (2 ring door). 9 Install the bin hold down brackets to the base of the bottom sidewall sheets. Install the base angle around the entire bin, applying the (optional) base sealer at the same time if the bin comes with it. Lower the bin over the anchor bolts and securely fasten it to the anchors. 10 If your bin comes equipped with a fl oor, build the fl oor using the manual included with your floor bundle. 11 Install any bin optional equipment. 12 Make certain all connections are tight. [25] Assembly Important: The remainder of this manual provides the necessary details and drawings to enable you to successfully complete the construction of your MFS/YORK/STORMOR grain bin sidewall. Please familiarize yourself with this manual before starting construction!

26 5 Sidewall Assembly Typical Sidewall Assembly, Build Ring 1 26 IMPORTANT! Follow the steps below throughout the entire sidewall construction! TYPICAL INSTRUCTIONS 1 All sidewall sheets are color coded for ease of construction. During installation, position the sidewall sheets so that the color codes are on the bottom. 2 See the sidewall sheet layout tables on pages for sidewall sheet gage and placement. 3 Always overlap the sidewall sheets in the same direction as shown (example b, page 27). 4 Use (1) row of sealer tape at all vertical seams and horizontally for 6-12 [152mm - 305mm] from the end of each sheet (example a). Wipe sheets clean before applying the tape. 5 Bolt sidewall sheets together with the bolt head and seal washer to the outside of the bin and the nut to the inside. Torque should be applied to nut rather than the bolt head to avoid damaging the seal washer. At anchor hold down bracket locations, the bolt direction is as indicated in the examples on pages Stagger the sheets as shown in example d on page 27 so the vertical sheet seams will align with the centers of the sheets in the ring above. 7 At horizontal seams, bolt lower sheets to the inside of upper sheets (example a). 8 (15-36 bins only) The top sidewall ring is punched differently. It is punched for the roof. 1 set out sheets, then build the top ring Sort the sidewall sheets by gage according to the color code and sidewall layout tables (pages 30-31). Stand the sidewall sheets on edge in the order in which they will be used on the bin pad near the location where the sidewall will be built. Read and follow the directions on this page and the next page when building the sidewall. a sidewall sheet Sealer Tape at Sidewall Seams (dashed line indicates tape on other side of sheet) no sealer tape needed here sealer tape inside of bin Horizontal Sheet Seams outside of bin 5/16 or 3/8 bin bolt w/seal washer (see the bolting info on page 21) outside of bin upper sidewall sheet inside of bin no sealer tape needed here sealer tape (all vertical seams and 6-12 [152mm - 305mm] from the end of each sheet) (50 [15.2m] roll ) 5/16 or 3/8 hex nut lower sidewall sheet SEALER TAPE ILLUSTRATION & HORIZONTAL SHEET SEAMS

27 5 Sidewall Assembly 2 start sidewall assembly Build the top sidewall ring (examples b - d and page 20). See the sidewall sheet layout tables on pages Make certain you use the proper number and style of sheets so the bin diameter remains correct. 3 assemble the roof See your bin roof manual now and assemble the roof onto the top ring of sidewall sheets. NOTE: The number of sidewall sheets shown in examples b and c is correct only for a 30 diameter bin. Sidewall Sheet Overlap overlap Top Sidewall Ring the top set of holes have continuous punching at: = 3 1/8 [79mm] centers = 9 3/8 [238mm] centers 27 sidewall sheet Position sheets so that the color codes are on the bottom corners of the sidewall sheets. b SHEET OVERLAP (1) DIRECTION ONLY c BUILD THE TOP SIDEWALL RING Upper Sidewall Layout the top set of holes have continuous punching at: = 3 1/8 [79mm] centers = 9 3/8 [238mm] centers place the sign sheet in this ring top ring 2nd ring 3rd ring 4th ring 56-1/4 [1,429mm] d TOP 4 ROWS OF SIDEWALL SHEETS

28 5 Sidewall Assembly Connect 13 Gage and 12 Gage Rings NOTE: Use 5/16 bin bolts at the horizontal seam between 13 gage and 12 gage sidewall sheets. 28 outside of bin 13 gage sidewall ring 5/16 bin bolt with seal washer 12 gage sidewall ring 5/16 standard nuts inside of bin

29 5 Sidewall Assembly Bottom Sidewall Ring Bolting outside - hill bolts to be installed later with 1-Ring Anchor bins with 19 gage - 13 gage sheets in the bottom ring Do not install these bolts in the bottom ring vertical sidewall seam until 1-Ring Base Anchors are in place (see pages 47-53). bins with 12 gage - 8 gage sheets in the bottom ring 29 Sidewall sheets in this example viewed from the inside of the bin. a

30 5 Sidewall Assembly Sidewall Gages Layout WARNING! Be certain to use the layout that is correct for your bin type and your bin diameter! 30 SIDEWALL LAYOUT TABLE INSTRUCTIONS The grain bin being assembled is a storage bin, a drying bin, or a heavy duty bin. Select the sidewall gage layout table that goes with your bin. Use the correct layout (column) in that table for your bin diameter! Use that sidewall gage layout to select the right gage of sidewall sheets to use for each sidewall ring. Sidewall rings are numbered from top to bottom starting with ring number 1 and ending with the last ring number in the bin assembly. Layouts are given for bins up to the maximum number of sidewall rings. STORAGE BIN GAGES ring number 15' 18' 21' 24' 27' 30' 33' 36' 42' 48' 54' 60' All bins can be equipped with a 1 ring crawl door or a 2 ring door except as noted below. The more lightly dotted table columns are there to aid with table navigation only. Bins having a bottom sidewall ring in a table cell of this shade may only be equipped with a 1 ring crawl door or 2 ring DIN door. Bins having a bottom sidewall ring in a table cell of this shade may be equipped with a 1 ring crawl only. Bins having a bottom sidewall ring in a table cell of this shade may be equipped with a commercial door only.

31 DRYING BIN GAGES 5 Sidewall Assembly ring number 15' 18' 21' 24' 27' 30' 33' 36' 42' 48' 54' 60' HEAVY DUTY BIN GAGES ring number 15' 18' 21' 24' 27' 30' 33' 36' 42' 48' 54' 60' On 42 and 48 drying bins specifically designed for supporting stirring machines with (3) augers, the top ring will be 15 gage rather than the standard 17 gage. Sidewall Gage Schedule Revision Date: 3/05 WARNING! 1 ring doors are placed in the second sidewall ring from the bottom. 2 ring doors are placed in the second and third sidewall rings from the bottom.

32 5 Sidewall Assembly Ag Door Placement 32 If your door is a Commercial Door ignore the Ag Door instructions and turn now to page 38. Commercial Door instructions start on that page. DOOR PLACEMENT INSTRUCTIONS The door placement pages show how to incorporate the door into the sidewall sheet layout. Select the correct door layout to use with the type of door that was ordered with the bin. Note whether the door sidewall ring being assembled has single punched sheets (19ga through 13ga) or double punched sheets (12ga through 8ga), or a combination of both. 1 ring doors are placed in the second ring from the bottom and 2 ring doors are placed in the second and third rings from the bottom. At the door location replace standard sheets with special length door sheets as shown in your door layout drawing. In layout drawings, SP indicates a row of single punched sheets and DP indicates a row of double punched sheets. The dimensions for the special length sheets are an overall nominal length. The door layouts on this page are shown as though they were being viewed from the outside of the grain bin. 1 Ring Door in a Single Punched Row SP 87 1/2 [2,223mm] SP 96 7/8 [2,461mm] SP/DP SP a SIDEWALL LAYOUT AT THE LOCATION OF A 1 RING DOOR IN A SINGLE PUNCHED ROW 1 Ring Door in a Double Punched Row SP/DP 89 [2,261mm] 96 7/8 [2,461mm] DP DP DP b SIDEWALL LAYOUT AT THE LOCATION OF A 1 RING DOOR IN A DOUBLE PUNCHED ROW

33 5 Sidewall Assembly c 2 Ring Door in Single Punched Rows 31 1/4 [794mm] 87 1/2 [2,223mm] 40 5/8 [1,032mm] SP 96 7/8 [2,461mm] SP/DP SP SP SIDEWALL LAYOUT AT THE LOCATION OF A 2 RING DOOR IN SINGLE PUNCHED ROWS 2 Ring Door in Single / Double Punched Rows 33 The door layouts on this page are shown as though they were being viewed from the outside of the grain bin. 31 1/4 [794mm] 89 [2,261mm] 40 5/8 [1,032mm] SP 96 7/8 [2,461mm] DP SP DP d SIDEWALL LAYOUT AT THE LOCATION OF A 2 RING DOOR IN SINGLE/DOUBLE PUNCHED ROWS 2 Ring Door in a Double Punched Rows 32 3/4 [832mm] 89 [2,261mm] 40 5/8 [1,032mm] DP 96 7/8 [2,461mm] DP SP/DP DP e SIDEWALL LAYOUT AT THE LOCATION OF A 2 RING DOOR IN DOUBLE PUNCHED ROWS

34 5 Sidewall Assembly Ag Door Assembly (1 RING / 2 RING ) & 2 ring door assembly NOTE: See the sidewall layout tables and door layout drawings, pages for placement. Install the door cover to the frame at the hinges as shown (example b). Apply sealer tape to all (4) sides of the door sheet during installation. Assemble the door into the opening created by the small special size sidewall sheets in the second (32 door [813 mm]) or the second and third rings from the bottom (64 door [1,626 mm]). See the following Ag Door drawings. The bin door sheet is to be lapped at the top and bottom of the door sheet in the same way that standard sidewall sheets are lapped. (see example c on page 35) (4) 5/16 flange nuts (028002) door frame assembly The outer door cover assemblies (013954/013996) includes the following: the outer door cover, hinges, door support cross arm, locking hasp, owner and operator s manual, door decals, and the necessary hardware to install the cover. (4) 5/16 x 3/4 truss bolts (038800) door handle bar lock (018992) a 2 RING 64 [1,626mm] DOOR INSTALLATION

35 5 Sidewall Assembly door frame assembly door cover assembly Horizontal Sheet Seams outside of bin upper sidewall sheet 5/16 or 3/8 hex nut 35 5/16 truss bolts with flange nut (038800) (028002) (2) places top and bottom 5/16 or 3/8 bin bolt with seal washer inside of bin lower sidewall sheet b INSTALL THE OUTER DOOR COVER c HORIZONTAL SHEET SEAMS LAP drip cap (013596) metal backed neoprene washer (this location only) (038811) 5/16 truss bolt and flange nut (038800) (028002) d INSTALL THE DRIP CAP AT THE TOP OF THE DOOR

36 5 Sidewall Assembly hinge arm - LH & RH ( / ) 36 top panel (013913) handle pivot bracket (013922) handle pivot bracket ass y - LH & RH (013923/013924) hinge bracket (011673) 1 ring door frame ( DP DP ) hinge ( / ) handle (013928) drip cap (013596) hinge rod (011696) bottom panel (013912) probe panel door (013920) probe opening flap (013921) hasp (018994) handle bracket (013932) bar lock assembly (018993) 1/2 bolt, flat washer, lock washer, and acorn nut (018996), ( ), ( ), (018963) door cover assembly (013954) clear silicone caulking ( ) e 1 RING 32 DOOR PART BREAKDOWN