Centurion Commercial Installation Instructions Brochure

Part Number: 198893 Revision 15 WIDE CORR GRAIN BINS 18’ – 54’ CENTURION INSTALLATION AND STORAGE INSTRUCTIONS READ THESE INSTRUCTIONS CAREFULLY AND COMPLETELY BEFORE BEGINNING INSTALLATION EFFECTIVE DATE: February, 2015 NEW IN THIS MANUAL ? Corrected “Bin Roundness Chart” Page C2 Page A2 LIMITED WARRANTY Westeel Division of Vicwest Operating Limited Partnership ("Westeel") warrants products that it has manufactured and/or that are branded with its name (the "goods") subject to the following terms and limitations, (the "warranty"): 1. Duration of Warranty. The duration of the warranty is limited as follows: Galvanized Bins 12 months EasyCheck 12 months EasyFlow 24 months EasyAer 12 months Floors 12 months Catwalk 12 months SeedStor-K Cones Paint 12 months Structural 30 months SeedStor Cones Paint 30 months Structural 10 years Elite Cones Paint 30 months Structural 10 years WESTEEL cones Paint No warranty Structural 12 months Smooth Wall Bins Paint 30 months Structural 10 years The duration of the warranty will run from the date of purchase from a dealer or distributor authorized by Westeel (the "warranty period"). 2. Limitation of Remedies Replacement. Within the warranty period, Westeel will replace the goods and/or original manufactured components thereof which are found, to Westeel's satisfaction, to be defective. Westeel is not responsible for direct, indirect, special, consequential, or any other damages of any kind, including personal injury to any individual, howsoever caused, including caused by transportation of the goods for repair or replacement 3. Procedure for Obtaining Service. In the event of a warranty claim, the purchaser must complete any and all information required by Westeel in order to properly assess or investigate the claim. Westeel will not be responsible for the removal of any of the goods found to be defective, or transportation charges to and from Westeel's authorized dealer or distributor, or for installation of any replacement goods and/or parts furnished under the warranty. Page A3 Limitations as to Scope of Warranty. The warranty does not extend to defects or damage caused, in whole or in part, by: i. use of a kind and/or to a degree not reasonably expected to be made of the goods; ii. improper storage of the goods both prior to and after purchase; iii. damage caused by, or in the course of, installation or assembly; iv. any use of the goods which is not an intended use as specified in Westeel's published product literature, or otherwise specified by Westeel in writing; v. any equipment attached to or used in conjunction with the goods; vi. any field modifications or substitutions to original bin components; vii. inadequate ventilation or any other circumstance not in keeping with proper maintenance and/or use of the goods; viii. Acts of God, accident, neglect or abuse of the goods by the purchaser and/or any other individual or entity; or ix. Any use or installation inconsistent with Westeel’s Standard Disclaimers. 4. Limitations as to Manufacturer. The warranty does not cover products sold by Westeel that are not manufactured by Westeel. In those circumstances, the purchaser is referred to the manufacturer of those products. 6. Limitation of Implied Warranties and Other Remedies. To the extent allowed by law, neither Westeel nor its dealers, nor any company affiliated with Westeel makes any warranties, representations, or promises as to the quality, performance, or freedom from defect of any Product covered by this Warranty. WESTEEL HEREBY DISCLAIMS, TO THE EXTENT APPLICABLE, ANY AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. A PURCHASER’S ONLY REMEDIES IN CONNECTION WITH THIS WARRANTY ARE THOSE SET FORTH IN THIS WARRANTY. IN NO EVENT WILL WESTEEL, ITS DEALERS, OR ANY COMPANY AFFILIATED WITH WESTEEL BE LIABLE FOR INCIDENTIAL, CONSEQUENTIAL OR PUNITIVE DAMAGES. Some jurisdictions do not allow waivers of certain warranties, so the above waivers may not apply to you. In that event, any implied warranties are limited in duration to ninety (90) days from delivery of the products. You may also have other rights which vary from jurisdiction to jurisdiction. 7. Exclusive Warranty. This warranty is the only warranty provided by Westeel and all other warranties and/or commitments, whether express or implied and no matter by whom made, statutory or otherwise, are subsumed and replaced by it and are of no legal effect. If any provision of the warranty is held by a court of competent jurisdiction to be void or unenforceable, in whole or in part, such provision shall be deemed severable and will not affect or impair the legal validity of any other provision of the warranty. Page A4 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 43,500 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. Westeel 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 ¼" 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 Westeel 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 (880 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 Standard Westeel 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. Zero seismic activity. (Note: Seismic resistance in grain bins varies with height and diameter. Many standard designs have significant seismic capabilities. Designs can be reviewed and/or modified to reflect local seismic requirements.) 4. Roof loading capabilities vary with diameter, peak load and snow load. a. Peak Loads – standard peak loads follow. Upgrades are available. i. 15’ to 24’ – 4000 lbs (1814 kg) ii. 27’ to 48’ – 5000 lbs (2268 kg) iii. 51’ & 54’ non-structural – 8000 lbs (3629 kg) iv. 51’ to 108’ structural Roofs – 10,000 lbs (4536 kg) b. Roof Snow Loads (RSL) – at the above stated standard peak loads, standard RSLs vary with diameter and range from 16 psf (78 kg/m2) to 49 psf (239 kg/m2). Upgrades are available. (Note: The correlation between ground snow load (GSL) and roof snow load (RSL) for grain bin designs vary with jurisdictions. In the US GSL = 2 x RSL. In Europe GSL = 1.25 x RSL. In Canada the correlation between GSL and RSL varies and is site specific.) c. See following tables for specific roof design capabilities for standard and upgraded non-structured roofs. Page A5 Roof Design Capacities for Non-Structural Roofs Maximum Roof Snow Load @ Standard Peak Load Bin Series Std Peak Load Standard Roof Plus Upgrade 1 Plus Upgrade 2 Plus Upgrade 3 lbs (kN) psf kPa psf kPa psf kPa psf kPa 15 4000 (17.8) 49 2.35 n/a n/a n/a 18 49 2.35 21 33 1.58 50 2.39 24 23 1.10 36 1.72 27 5000 (22.2) 26 1.24 42 2.01 30 22 1.05 34 1.63 43 2.06 33 16 0.77 26 1.24 36 1.72 47 2.25 36 26 1.24 33 1.58 42 2.01 n/a 39 24 1.15 29 1.39 39 1.87 42 21 1.01 27 1.29 37 1.77 45 18 0.86 26 1.24 35 1.68 48 23 1.10 28 1.34 36 1.72 51 8000 (35.6) 22 1.05 31 1.48 n/a 54 19 0.91 30 1.44 Note: 1) Standard roofs are adequate for many applications but additional capacity is available when optional upgrade packages are used. 2) Upgrade packages include roof stiffening rings and/or rib supports. For 21' and 24' roofs, the upgrade uses heavier gauge roof sheets. 3) For peak load between the standard and upgraded, a straight line interpolation can be used to determine maximum roof snow load. 4) * A structural 54' roof with rafters is available to support peak ring loads greater than 12,000 lbs (53.4 kN). Roof Design Capacities for Non-Structural Roofs Maximum Roof Snow Load @ Upgraded Peak Load Bin Series Upgraded Peak Load Standard Roof Plus Upgrade 1 Plus Upgrade 2 Plus Upgrade 3 lbs (kN) psf kPa psf kPa psf kPa psf kPa 15 8000 (35.6) 31 1.48 n/a n/a n/a 18 31 1.48 21 26 1.24 41 1.96 24 19 0.91 29 1.39 27 10000 (44.5) 20 0.96 30 1.44 30 17 0.81 25 1.20 36 1.72 33 12 0.57 20 0.96 26 1.24 40 1.92 36 20 0.96 25 1.20 34 1.63 n/a 39 18 0.86 23 1.10 32 1.53 42 16 0.77 21 1.01 30 1.44 45 14 0.67 19 0.91 27 1.29 48 18 0.86 23 1.10 28 1.34 51 12000* (53.4) 16 0.77 23 1.10 n/a 54 14 0.67 22 1.05 Page A6 Westeel Roof Design Capacities for Structural Roofs Maximum Roof Snow Load @ Standard Peak Loads Maximum Roof Snow Load @ Upgraded Peak Load Bin Series Standard Peak Load Standard Roof Bin Series Upgraded Peak Load Standard Roof lbs (kN) psf kPa lbs (kN) psf kPa 54 20000 (89.0) 42 2.01 54 60000 (266.9) 41 1.96 60 42 2.01 60 41 1.96 66 41 1.96 66 40 1.92 72 41 1.96 72 40 1.92 78 40 1.92 78 39 1.87 84 40 1.92 84 39 1.87 90 40 1.92 90 37 1.77 96 40 1.92 96 37 1.77 102 35 1.68 102 34 1.63 108 35 1.68 108 34 1.63 Roof Snow Load vs. Ground Snow Load ? The above tables reflect roof snow load (RSL) values. These are design values. ? Quite often comparisons are made to ground snow values (GSL). These are not the same. ? The conversion from GSL to RSL varies between jurisdictions and is governed by building codes. o In the US, for grain bins ? GSL = RSL x 2 o In Europe, for grain bins ? GSL = RSL x 1.25 o In Canada, for grain bins ? the GSL/RSL conversion varies with every location across the country. However, for comparison purposes, the US conversion can be used + or -. ? Therefore, when comparing against competitive GSL values in the US, you can double the above values. ? When comparing against competitive GSL values in Canada, you can double the above values and be reasonably close. Page A7 Site and Assembly Unless otherwise specifically provided in writing, Westeel 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; ? Soil conditions and corresponding foundation requirements (note that the examples provided in manuals are for specifically stated soil conditions); ? Bin assembly (Westeel recommends the use of qualified bin installers; contact Westeel 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. Westeel foundation 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 be 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 connection exists between mating uprights. Successive uprights must not overlap. Page A8 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. 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 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. 12. If catwalks are being installed to the grain bin then upright catwalk upgrades are likely required. The upgraded stiffeners need to be installed in the correct locations to support the intended catwalk loads. Also the bins must be properly oriented to insure the eventual correct alignment between the catwalks and the supporting uprights. Finally the connectors that tie into the uprights and support the catwalks are best installed during the assembly of the bin. See the Catwalk Assembly Instructions for additional detail. 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. Page A9 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. 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, Westeel does not recommend the use of oil on other parts such as roof sheets and safety ladders. Page A10 236564 236088 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 stored. 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 party 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 Westeel Limited’s policy of continued research and development of our products, we reserve the right to modify or change information contained in this publication Without notice. P/N 198896 Page A11 Page B1  Instructions For cutting Openings in Westeel 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 modification to Westeel 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" inches 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 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".   Page B2 CENTURION COMMERCIAL GRAIN BIN SPECIFICATIONS (A) CAPACITIES SHOWN INCLUDE 28° ROOF CONE. 1. BASED ON 1.244 CU. FT. PER BUSHEL AND 6% COMPACTION IN CYLINDER. 2. BASED ON 770 KG/M3AND 6% COMPACTION IN CYLINDER 3. CAPACITY SHOWN BASED ON 13 INCH DRYING FLOOR HEIGHT AND 1.244 CU. FT./BU. MODELbushels m3 tonnes ft ft - in m ft ft - in m1513 7310 243 198 47.8 47' 10" 14.58 51.8 51' 10" 15.801514 7860 262 213 51.5 51' 6" 15.70 55.5 55' 6" 16.921813 10580 352 287 47.8 47' 10" 14.58 52.7 52' 8" 16.061814 11370 379 308 51.5 51' 6" 15.70 56.4 56' 4" 17.182113 14480 482 393 47.8 47' 10" 14.58 53.6 53' 7" 16.332114 15550 518 422 51.5 51' 6" 15.70 57.2 57' 3" 17.442413 19010 633 516 47.8 47' 10" 14.58 54.4 54' 5" 16.592414 20410 680 553 51.5 51' 6" 15.70 58.1 58' 1" 17.712415 21800 726 591 55.2 55' 2" 16.82 61.8 61' 9" 18.822416 23200 773 629 58.8 58' 10" 17.93 65.4 65' 5" 19.942417 24600 819 667 62.5 62' 6" 19.05 69.1 69' 1" 21.062418 26010 866 705 66.2 66' 2" 20.17 72.8 72' 9" 22.182713 24180 806 656 47.8 47' 10" 14.58 55.3 55' 3" 16.852714 25950 864 704 51.5 51' 6" 15.70 59.0 58' 11" 17.972715 27720 923 752 55.2 55' 2" 16.82 62.6 62' 7" 19.092716 29490 982 800 58.8 58' 10" 17.93 66.3 66' 3" 20.202717 31270 1041 848 62.5 62' 6" 19.06 70.0 70' 0" 21.332718 33040 1100 896 66.2 66' 2" 20.17 73.6 73' 8" 22.453013 30000 1000 814 47.8 47' 10" 14.58 55.7 55' 8" 16.983014 32180 1072 873 51.5 51' 6" 15.70 59.4 59' 4" 18.093015 34370 1145 932 55.2 55' 2" 16.82 63.0 63' 0" 19.213016 36560 1218 992 58.9 58' 10" 17.94 66.7 66' 9" 20.333017 38750 1291 1051 62.5 62' 6" 19.06 70.4 70' 5" 21.453018 40930 1363 1110 66.2 66' 2" 20.17 74.0 74' 1" 22.573019 43120 1436 1170 69.9 69' 10" 21.29 77.7 77' 9" 23.693020 45300 1509 1229 73.5 73' 6" 22.41 81.4 81' 5" 24.803313 36470 1216 989 47.8 47' 10" 14.58 56.6 56' 7" 17.243314 39120 1304 1061 51.5 51' 6" 15.70 60.2 60' 3" 18.363315 41760 1392 1133 55.2 55' 2" 16.82 63.9 63' 11" 19.473316 44410 1480 1204 58.8 58' 10" 17.93 67.6 67' 7" 20.593317 47070 1568 1277 62.5 62' 6" 19.06 71.2 71' 3" 21.713318 49710 1656 1348 66.2 66' 2" 20.17 74.9 74' 11" 22.833319 52350 1744 1420 69.9 69' 10" 21.29 78.6 78' 7" 23.953320 55000 1832 1492 73.5 73' 6" 22.41 82.2 82' 3" 25.073321 57640 1920 1563 77.2 77' 2" 23.53 85.9 85' 11" 26.193322 60290 2007 1635 80.9 80' 10" 24.65 89.6 89' 7" 27.303323 62930 2095 1707 84.5 84' 6" 25.76 93.2 93' 3" 28.423613 43620 1455 1183 47.8 47' 10" 14.58 57.4 57' 5" 17.503614 46770 1559 1269 51.5 51' 6" 15.70 61.1 61' 1" 18.623615 49910 1664 1354 55.2 55' 2" 16.82 64.7 64' 9" 19.743616 53060 1768 1439 58.8 58' 10" 17.93 68.4 68' 5" 20.853617 56230 1874 1525 62.5 62' 6" 19.06 72.1 72' 1" 21.983618 59370 1978 1610 66.2 66' 2" 20.17 75.8 75' 9" 23.093619 62520 2083 1696 69.9 69' 10" 21.29 79.4 79' 5" 24.213620 65670 2187 1781 73.5 73' 6" 22.41 83.1 83' 1" 25.333621 68810 2292 1866 77.2 77' 2" 23.53 86.8 86' 9" 26.453622 71960 2396 1952 80.9 80' 10" 24.65 90.4 90' 5" 27.573623 75110 2501 2037 84.5 84' 6" 25.76 94.1 94' 1" 28.683913 51450 1716 1395 47.8 47' 10" 14.58 58.3 58' 3" 17.763914 55140 1839 1496 51.5 51' 6" 15.70 61.9 61' 11" 18.883915 58830 1962 1596 55.2 55' 2" 16.82 65.6 65' 7" 20.003916 62520 2084 1696 58.8 58' 10" 17.93 69.3 69' 3" 21.123917 66220 2207 1796 62.5 62' 6" 19.05 72.9 72' 11" 22.233918 69930 2330 1897 66.2 66' 2" 20.17 76.6 76' 8" 23.363919 73620 2453 1997 69.9 69' 10" 21.29 80.3 80' 4" 24.473920 77320 2576 2097 73.5 73' 6" 22.41 84.0 84' 0" 25.593921 81010 2699 2197 77.2 77' 2" 23.53 87.6 87' 8" 26.713922 84700 2821 2298 80.9 80' 10" 24.65 91.3 91' 4" 27.833923 88400 2944 2398 84.5 84' 6" 25.76 95.0 95' 0" 28.95CENTURION COMMERCIAL GRAIN BIN17' 11"5.46 m23' 10"7.28 m14' 11"4.55m26' 10"8.19 m38' 10"11.82 m20' 11"6.37 m29' 10"9.1 m32' 10"10.01 m35' 10"10.91 mBINDIAEAVES OVERALL HEIGHTCAPACITY CENTURION COMMERCIAL GRAIN BIN SPECIFICATIONS (B) Page B3 CAPACITIES SHOWN INCLUDE 28° ROOF CONE. 1. BASED ON 1.244 CU. FT. PER BUSHEL AND 6% COMPACTION IN CYLINDER 2. BASED ON 770 KG/M³ AND 6% COMPACTION IN CYLINDER MODELbushels m3 tonnes ft ft - in m ft ft - in m4213 59960 2001 1626 47.8 47' 10" 14.58 59.1 59' 2" 18.034214 64240 2143 1742 51.5 51' 6" 15.70 62.8 62' 10" 19.144215 68520 2285 1859 55.2 55' 2" 16.82 66.5 66' 6" 20.264216 72810 2428 1975 58.8 58' 10" 17.93 70.1 70' 2" 21.384217 77090 2570 2091 62.5 62' 6" 19.05 73.8 73' 10" 22.504218 81400 2713 2208 66.2 66' 2" 20.17 77.5 77' 6" 23.624219 85680 2855 2324 69.9 69' 10" 21.29 81.2 81' 2" 24.744220 89960 2998 2440 73.5 73' 6" 22.41 84.8 84' 10" 25.864221 94240 3140 2556 77.2 77' 2" 23.53 88.5 88' 6" 26.974222 98530 3282 2672 80.9 80' 10" 24.65 92.2 92' 2" 28.094223 102810 3425 2789 84.5 84' 6" 25.76 95.8 95' 10" 29.214513 69160 2308 1876 47.8 47' 10" 14.58 60.0 60' 0" 18.294514 74080 2472 2009 51.5 51' 6" 15.70 63.7 63' 8" 19.414515 79000 2635 2143 55.2 55' 2" 16.82 67.3 67' 4" 20.524516 83910 2799 2276 58.8 58' 10" 17.93 71.0 71' 0" 21.644517 88830 2962 2409 62.5 62' 6" 19.05 74.7 74' 8" 22.764518 93770 3126 2544 66.2 66' 2" 20.17 78.4 78' 4" 23.884519 98690 3290 2677 69.9 69' 10" 21.29 82.0 82' 0" 25.004520 103610 3453 2810 73.5 73' 6" 22.41 85.7 85' 8" 26.124521 108520 3616 2944 77.2 77' 2" 23.53 89.4 89' 4" 27.244522 113440 3780 3077 80.9 80' 10" 24.65 93.0 93' 0" 28.354523 118360 3943 3210 84.5 84' 6" 25.76 96.7 96' 8" 29.474813 79070 2640 2145 47.8 47' 10" 14.58 60.9 60' 10" 18.554814 84670 2826 2296 51.5 51' 6" 15.70 64.5 64' 6" 19.674815 90260 3012 2448 55.2 55' 2" 16.82 68.2 68' 2" 20.794816 95850 3198 2600 58.8 58' 10" 17.93 71.9 71' 10" 21.904817 101450 3383 2752 62.5 62' 6" 19.05 75.5 75' 6" 23.024818 107070 3570 2904 66.2 66' 2" 20.17 79.2 79' 3" 24.154819 112670 3756 3056 69.9 69' 10" 21.29 82.9 82' 11" 25.264820 118260 3942 3208 73.5 73' 6" 22.41 86.5 86' 7" 26.384821 123860 4128 3359 77.2 77' 2" 23.53 90.2 90' 3" 27.504822 129450 4314 3511 80.9 80' 10" 24.65 93.9 93' 11" 28.624823 135040 4500 3663 84.5 84' 6" 25.76 97.5 97' 7" 29.735113 89690 2995 2433 47.8 47' 10" 14.58 61.5 61' 6" 18.755114 96010 3205 2604 51.5 51' 6" 15.70 65.2 65' 2" 19.875115 102320 3415 2775 55.2 55' 2" 16.82 68.9 68' 10" 20.995116 108640 3625 2947 58.8 58' 10" 17.93 72.5 72' 6" 22.115117 114990 3836 3119 62.5 62' 6" 19.06 76.2 76' 3" 23.235118 121310 4046 3290 66.2 66' 2" 20.17 79.9 79' 11" 24.355119 127620 4256 3462 69.9 69' 10" 21.29 83.6 83' 7" 25.475120 133940 4466 3633 73.5 73' 6" 22.41 87.2 87' 3" 26.585121 140250 4675 3804 77.2 77' 2" 23.53 90.9 90' 11" 27.705122 146570 4885 3975 80.9 80' 10" 24.65 94.6 94' 7" 28.825123 152880 5095 4147 84.5 84' 6" 25.76 98.2 98' 3" 29.945408 65640 2199 1780 29.5 29' 6" 8.99 44.1 44' 1" 13.435409 72720 2434 1972 33.2 33' 2" 10.11 47.7 47' 9" 14.555410 79800 2669 2164 36.8 36' 10" 11.23 51.4 51' 5" 15.665411 86880 2904 2356 40.5 40' 6" 12.35 55.1 55' 1" 16.785412 93960 3140 2549 44.2 44' 2" 13.46 58.7 58' 9" 17.905413 101040 3375 2741 47.8 47' 10" 14.58 62.4 62' 5" 19.025414 108120 3610 2933 51.5 51' 6" 15.70 66.1 66' 1" 20.135415 115200 3846 3125 55.2 55' 2" 16.82 69.7 69' 9" 21.255416 122280 4081 3317 58.8 58' 10" 17.93 73.4 73' 5" 22.375417 129400 4317 3510 62.5 62' 6" 19.06 77.1 77' 1" 23.495418 136480 4553 3702 66.2 66' 2" 20.17 80.7 80' 9" 24.615419 143560 4788 3894 69.9 69' 10" 21.29 84.4 84' 5" 25.735420 150640 5023 4086 73.5 73' 6" 22.41 88.1 88' 1" 26.855421 157720 5259 4278 77.2 77' 2" 23.53 91.7 91' 9" 27.965422 164800 5494 4470 80.9 80' 10" 24.65 95.4 95' 5" 29.085423 171880 5729 4662 84.5 84' 6" 25.76 99.1 99' 1" 30.20CENTURION COMMERCIAL GRAIN BINBINDIACAPACITYHEIGHTEAVES OVERALL 41' 9"12.73 m44' 9"13.64 m47' 9"14.55 m50' 9"15.46 m53' 9"16.37 m Pag e B 4 FOUNDATION LOADS - GRAIN BIN SERIES CEN IMPERIAL UNFACTORED Model 1813 CEN 1814 CEN 2113 CEN 2114 CEN 2413 CEN 2414 CEN 2415 CEN 2416 CEN 2417 CEN 2418 CEN Vertical dead load kips/upr 0.7 0.8 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.2 Vertical grain load kips/upr 46.8 54.6 49.8 55.6 53.2 59.5 66.0 72.6 79.7 89.8 Vertical roof snow load kips/upr 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 Vertical roof peak load kips/upr 0.30 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Bin floor pressure kips/ft2 1.2 1.2 1.3 1.3 1.4 1.4 1.5 1.5 1.5 1.6 Number of anchor bolts for uprights 12 12 14 14 16 16 16 16 16 32 Number of anchor bolts for bottom angle ring 36 36 42 42 48 48 48 48 48 48 Model 2713 CEN 2714 CEN 2715 CEN 2716 CEN 2717 CEN 2718 CEN 3013 CEN 3014 CEN 3015 CEN 3016 CEN Vertical dead load kips/upr 0.8 1.0 1.0 1.1 1.2 1.3 0.8 0.9 1.1 1.2 Vertical grain load kips/upr 51.2 62.9 69.9 77.1 84.4 91.9 46.2 57.6 70.5 81.1 Vertical roof snow load kips/upr 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 Vertical roof peak load kips/upr 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Bin floor pressure kips/ft2 1.5 1.5 1.6 1.6 1.7 1.7 1.6 1.6 1.7 1.7 Number of anchor bolts for uprights 18 18 18 18 36 36 20 20 20 40 Number of anchor bolts for bottom angle ring 54 54 54 54 54 54 60 60 60 60 IMPORTANT Grain Bin Anchoring: Adequate anchoring is critical to a successful bin installation. The anchoring of the bin is dependent on local wind loading conditions and forms part of the site specific design requirements. The anchor bolt details must form part of the site specific foundation design. For stiffened bins the primary anchor bolt locations are through the base plates at each and every upright location. The anchor bolt design, plus connection details to the base plate, must accommodate the total shear and uplift loads that can occur due to wind loading at the site in question. In addition Westeel suggests the use of 1/2” x 3” embedment anchor bolts through the bottom ring angle to insure bin roundness, for sealing purposes, and for additional localized lateral stability. Based on maximum snow load of 24 psf Pag e B 5 FOUNDATION LOADS - GRAIN BIN SERIES CEN IMPERIAL UNFACTORED Model 3017 CEN 3018 CEN 3019 CEN 3020 CEN 3313 CEN 3314 CEN 3315 CEN 3316 CEN 3317 CEN 3318 CEN Vertical dead load kips/upr 1.3 1.4 1.5 1.6 0.9 0.9 1.1 1.2 1.4 1.5 Vertical grain load kips/upr 88.9 96.9 105.1 113.4 43.8 52.4 64.4 78.0 93.0 101.5 Vertical roof snow load kips/upr 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 Vertical roof peak load kips/upr 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 Bin floor pressure kips/ft2 1.8 1.8 1.9 1.9 1.7 1.7 1.8 1.8 1.9 1.9 Number of anchor bolts for uprights 40 40 40 40 22 22 22 22 44 44 Number of anchor bolts for bottom angle ring 60 60 60 60 66 66 66 66 66 66 Model 3319 CEN 3320 CEN 3321 CEN 3322 CEN 3323 CEN 3613 CEN 3614 CEN 3615 CEN 3616 CEN 3617 CEN Vertical dead load kips/upr 1.6 1.8 2.0 2.1 2.3 0.9 1.0 1.1 1.2 1.3 Vertical grain load kips/upr 110.2 119.0 128.0 137.2 146.5 45.4 51.0 58.9 71.6 85.8 Vertical roof snow load kips/upr 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 Vertical roof peak load kips/upr 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Bin floor pressure kips/ft2 2.0 2.0 2.0 2.1 2.1 1.7 1.8 1.9 1.9 2.0 Number of anchor bolts for uprights 44 44 44 44 44 24 24 24 24 48 Number of anchor bolts for bottom angle ring 66 66 66 66 66 72 72 72 72 72 IMPORTANT Grain Bin Anchoring: Adequate anchoring is critical to a successful bin installation. The anchoring of the bin is dependent on local wind loading conditions and forms part of the site specific design requirements. The anchor bolt details must form part of the site specific foundation design. For stiffened bins the primary anchor bolt locations are through the base plates at each and every upright location. The anchor bolt design, plus connection details to the base plate, must accommodate the total shear and uplift loads that can occur due to wind loading at the site in question. In addition Westeel suggests the use of 1/2” x 3” embedment anchor bolts through the bottom ring angle to insure bin roundness, for sealing purposes, and for additional localized lateral stability. Based on maximum snow load of 24 psf Pag e B 6 FOUNDATION LOADS - GRAIN BIN SERIES CEN IMPERIAL UNFACTORED Model 3618 CEN 3619 CEN 3620 CEN 3621 CEN 3622 CEN 3623 CEN 4213 CEN 4214 CEN 4215 CEN 4216 CEN Vertical dead load kips/upr 1.6 1.8 1.9 2.1 2.2 2.4 1.0 1.1 1.2 1.3 Vertical grain load kips/upr 101.4 114.8 124.2 133.7 143.4 153.2 48.3 54.3 60.6 67.2 Vertical roof snow load kips/upr 1.0 1.0 1.0 1.0 1.0 1.0 1.2 1.2 1.2 1.2 Vertical roof peak load kips/upr 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Bin floor pressure kips/ft2 2.0 2.1 2.1 2.2 2.2 2.2 1.9 1.9 2.0 2.1 Number of anchor bolts for uprights 48 48 48 48 48 48 28 28 28 28 Number of anchor bolts for bottom angle ring 72 72 72 72 72 72 84 84 84 84 Model 4217 CEN 4218 CEN 4219 CEN 4220 CEN 4221 CEN 4222 CEN 4223 CEN 4513 CEN 4514 CEN 4515 CEN Vertical dead load kips/upr 1.4 1.6 1.8 2.1 2.4 2.6 2.7 1.0 1.1 1.3 Vertical grain load kips/upr 73.9 87.3 102.7 119.6 137.9 154.4 165.2 49.6 55.9 62.4 Vertical roof snow load kips/upr 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.3 Vertical roof peak load kips/upr 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Bin floor pressure kips/ft2 2.1 2.2 2.3 2.3 2.4 2.4 2.5 1.9 2.0 2.1 Number of anchor bolts for uprights 28 56 56 56 56 56 56 30 30 30 Number of anchor bolts for bottom angle ring 84 84 84 84 84 84 84 90 90 90 IMPORTANT Grain Bin Anchoring: Adequate anchoring is critical to a successful bin installation. The anchoring of the bin is dependent on local wind loading conditions and forms part of the site specific design requirements. The anchor bolt details must form part of the site specific foundation design. For stiffened bins the primary anchor bolt locations are through the base plates at each and every upright location. The anchor bolt design, plus connection details to the base plate, must accommodate the total shear and uplift loads that can occur due to wind loading at the site in question. In addition Westeel suggests the use of 1/2” x 3” embedment anchor bolts through the bottom ring angle to insure bin roundness, for sealing purposes, and for additional localized lateral stability. Based on maximum snow load of 24 psf Pag e B 7 FOUNDATION LOADS - GRAIN BIN SERIES CEN IMPERIAL UNFACTORED Model 4516 CEN 4517 CEN 4518 CEN 4519 CEN 4520 CEN 4521 CEN 4522 CEN 4523 CEN 4813 CEN 4814 CEN Vertical dead load kips/upr 1.4 1.5 1.6 1.8 2.0 2.3 2.6 2.9 1.1 1.2 Vertical grain load kips/upr 69.1 76.1 83.2 95.7 111.8 129.2 148.2 168.7 50.9 57.3 Vertical roof snow load kips/upr 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.4 Vertical roof peak load kips/upr 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 Bin floor pressure kips/ft2 2.2 2.2 2.3 2.4 2.4 2.5 2.5 2.6 2.0 2.1 Number of anchor bolts for uprights 30 30 60 60 60 60 60 60 32 32 Number of anchor bolts for bottom angle ring 90 90 90 90 90 90 90 90 96 96 Model 4815 CEN 4816 CEN 4817 CEN 4818 CEN 4819 CEN 4820 CEN 4821 CEN 4822 CEN 4823 CEN 5113 CEN Vertical dead load kips/upr 1.3 1.4 1.5 1.6 1.8 2.0 2.3 2.6 2.9 1.1 Vertical grain load kips/upr 64.0 70.9 78.1 85.5 93.1 104.6 121.2 139.3 158.9 51.3 Vertical roof snow load kips/upr 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 2.9 Vertical roof peak load kips/upr 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 Bin floor pressure kips/ft2 2.1 2.2 2.3 2.4 2.4 2.5 2.5 2.6 2.7 2.0 Number of anchor bolts for uprights 32 32 32 64 64 64 64 64 64 34 Number of anchor bolts for bottom angle ring 96 96 96 96 96 96 96 96 96 102 IMPORTANT Grain Bin Anchoring: Adequate anchoring is critical to a successful bin installation. The anchoring of the bin is dependent on local wind loading conditions and forms part of the site specific design requirements. The anchor bolt details must form part of the site specific foundation design. For stiffened bins the primary anchor bolt locations are through the base plates at each and every upright location. The anchor bolt design, plus connection details to the base plate, must accommodate the total shear and uplift loads that can occur due to wind loading at the site in question. In addition Westeel suggests the use of 1/2” x 3” embedment anchor bolts through the bottom ring angle to insure bin roundness, for sealing purposes, and for additional localized lateral stability. Based on maximum snow load of 24 psf Pag e B 8 ` FOUNDATION LOADS - GRAIN BIN SERIES CEN IMPERIAL UNFACTORED Model 5114 CEN 5115 CEN 5116 CEN 5117 CEN 5118 CEN 5119 CEN 5120 CEN 5121 CEN 5122 CEN 5123 CEN Vertical dead load kips/upr 1.3 1.4 1.5 1.6 1.8 2.0 2.1 2.3 2.6 2.9 Vertical grain load kips/upr 57.9 64.7 71.8 79.1 86.7 94.5 102.6 111.8 128.9 147.5 Vertical roof snow load kips/upr 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Vertical roof peak load kips/upr 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Bin floor pressure kips/ft2 2.1 2.2 2.3 2.4 2.4 2.5 2.6 2.6 2.7 2.7 Number of anchor bolts for uprights 34 34 34 68 68 68 68 68 68 68 Number of anchor bolts for bottom angle ring 102 102 102 102 102 102 102 102 102 102 Model 5408 CEN 5409 CEN 5410 CEN 5411 CEN 5412 CEN 5413 CEN 5414 CEN 5415 CEN 5416 CEN 5417 CEN Vertical dead load kips/upr 0.7 0.8 0.9 1.0 1.1 1.2 1.4 1.5 1.6 1.7 Vertical grain load kips/upr 24.0 28.9 34.3 40.0 46.1 52.4 59.1 66.1 73.4 80.9 Vertical roof snow load kips/upr 2.9 2.9 2.9 2.9 2.9 3.1 3.1 3.1 3.1 3.1 Vertical roof peak load kips/upr 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 Bin floor pressure kips/ft2 1.5 1.6 1.7 1.9 2.0 2.1 2.2 2.2 2.3 2.4 Number of anchor bolts for uprights 36 36 36 36 36 36 36 36 36 72 Number of anchor bolts for bottom angle ring 108 108 108 108 108 108 108 108 108 108 IMPORTANT Grain Bin Anchoring: Adequate anchoring is critical to a successful bin installation. The anchoring of the bin is dependent on local wind loading conditions and forms part of the site specific design requirements. The anchor bolt details must form part of the site specific foundation design. For stiffened bins the primary anchor bolt locations are through the base plates at each and every upright location. The anchor bolt design, plus connection details to the base plate, must accommodate the total shear and uplift loads that can occur due to wind loading at the site in question. In addition Westeel suggests the use of 1/2” x 3” embedment anchor bolts through the bottom ring angle to insure bin roundness, for sealing purposes, and for additional localized lateral stability. Based on maximum snow load of 24 psf Pag e B 9 FOUNDATION LOADS - GRAIN BIN SERIES CEN IMPERIAL UNFACTORED Model 5418 CEN 5419 CEN 5420 CEN 5421 CEN 5422 CEN 5423 CEN Vertical dead load kips/upr 1.9 2.1 2.2 2.4 2.6 2.8 Vertical grain load kips/upr 88.7 96.7 105.0 113.5 122.2 139.0 Vertical roof snow load kips/upr 3.1 3.1 3.1 3.1 3.1 3.1 Vertical roof peak load kips/upr 0.4 0.4 0.4 0.4 0.4 0.4 Bin floor pressure kips/ft2 2.5 2.6 2.6 2.7 2.8 2.82 Number of anchor bolts for uprights 72 72 72 72 72 72 Number of anchor bolts for bottom angle ring 108 108 108 108 108 108 Model Vertical dead load kips/upr Vertical grain load kips/upr Vertical roof snow load kips/upr Vertical roof peak load kips/upr Bin floor pressure kips/ft2 Number of anchor bolts for uprights Number of anchor bolts for bottom angle ring IMPORTANT Grain Bin Anchoring: Adequate anchoring is critical to a successful bin installation. The anchoring of the bin is dependent on local wind loading conditions and forms part of the site specific design requirements. The anchor bolt details must form part of the site specific foundation design. For stiffened bins the primary anchor bolt locations are through the base plates at each and every upright location. The anchor bolt design, plus connection details to the base plate, must accommodate the total shear and uplift loads that can occur due to wind loading at the site in question. In addition Westeel suggests the use of 1/2” x 3” embedment anchor bolts through the bottom ring angle to insure bin roundness, for sealing purposes, and for additional localized lateral stability. Based on maximum snow load of 24 psf - A SECTION A-A Chord "C" Qty of "F" Anchor Bolts (Not Supplied) 6" x 6" 150mm x 150mm -10/10 Wire Mesh "G" Outside Wall Radius "E" Anchor Bolt Radius "H" Inside Wall Radius "Q" Bars at "R" Centers See Detail A Well Compacted Gravel Polyethylene Sheet A - CURB FOOTING – FLOATING SLAB FOUNDATION IMPORTANT: Foundation level should not vary by more than 1/4” over a span of four feet under Bottom Ring Angle. Any variance from level must be shimmed under Upright (see note 4; also see Upright Assembly). NOTES: 1) Choose a site which is well drained, and has a minimum soil-bearing capacity of 4000 lbs. per sq. ft. (192 kPa). If soil-bearing capacity is not known, consult a local engineering representative. 2) Use minimum 4” to 6” (100 - 150mm) of well-compacted coarse granular material below slab and curb footing. 3) Concrete strength shall be minimum 3000 psi (lbs/ sq inch) [21 MPa] compressive strength. 4) Foundation shall be kept level to within 1/4" in 4' [6 mm in 1200 mm]. 5) Locate anchor bolt as specified in the table to ensure bin roundness 6) Re-bar end laps are not included. Add 15” [380mm] for each lap. To estimate weight of end lap: add 0.5 lbs. for #3 and 1.0 lbs. for #4, 0.3 kg for 10M and 0.6 kg for 15M. 7) Concrete slump for reinforced wall to be 5” (130 mm) maximum and 2” (50 mm) minimum. 8) Reinforcing bars for concrete reinforcement shall conform to Grade 40, 40000 psi (28 MPa) or grade 60, 60000 psi (420 MPa) as called for in the following: ASTM‘²’ A615, A616, or A617. 9) Welded wire mesh for concrete reinforcement shall conform to ASTM‘²’ A185, or A497. (1) ACI American Concrete Institute (2) ASTM American Society for Testing Materials 3""A""B"DETAIL A"D"3"3"EqualSpaces3" Min.5" Max.Grade2"Wire MeshPolyethylene Sheet"Q" Bars at"R" centers "S" Bars(Equally Spaced)"T" Bars(Equally Spaced)Fill with tar orother suitableexpansion jointmaterial3 3/4"Pa g e B10 Page B11 CURB FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) 18' to 30' NOTES: 1. The anchor bolts at the upright locations should be chosen so that 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 1.06" x 1.80" anchoring slot provided in the base plate. The base plate should not be able to pull up over the nut. 2. 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 that the bin is fixed round at the bottom. 2'-4" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"2'-8" 2'-10" 3'-0" 4'-2" 3'-2" 4'-6" 3'-4" 4'-8"4'-9 1/4" 4'-9 3/16" 4'-9 1/8" 4'-9 1/18" 4'-9 1/16" 4'-9 1/16" 4'-9" 4'-9"6" 6" 6" 6" 6" 6" 6" 6"9'-2 9/16" 10'-8 7/16" 12'-2 3/8" 12'-2 3/8" 13'-8 5/16" 13'-8 5/16" 15'-2 3/16" 15'-2 3/16"12 14 16 16 18 18 20 2010'-7" 12'-2" 13'-8" 14'-3" 15'-3" 15'-11" 16'-10" 17'-6"7'-11" 9'-4" 10'-8" 10'-1" 12'-1" 11'-5" 13'-6" 12'-10"39 - 10M 45 - 10M 54 - 10M 51 - 15M 69 - 10M 58 - 15M 82 - 10M 68 - 15M41 - #3 58 - #3 77 - #3 51 - #5 94 - #3 58 - #5 115 - #3 68 - #518" c/c 18" c/c 17" c/c 18" c/c 15" c/c 18" c/c 14" c/c 17" c/c17" c/c 14" c/c 12" c/c 18" c/c 11" c/c 18" c/c 10" c/c 17" c/c6 - 10M 6 - 10M 6 - 10M 4 - 15M 6 - 10M 5 - 15M 7 - 10M 6 - 15M5 - #4 5 - #4 5 - #4 4 - #5 5 - #4 5 - #5 5 - #4 5 - #56 - 10M 5 - 10M 6 - 10M 4 - 15M 6 - 10M 4 - 15M 6 - 10M 4 - 15M4 - #4 4 - #4 4 - #4 4 - #5 5 - #4 4 - #5 4-#5 4 - #5BIN MODELABCDEFGHQMetricImperialRMetricImperialSMetricImperialWire Mesh (sq. ft.) Concrete (3000 PSI) Cubic YardsFoot- ingSlabTMetricImperialReinforcing RodM (kgs.)I (lbs.)2413241424152416188 203 252 3831813181421132114383 457197 27413.4 14.2532 833358 32017.0 23.63.7 5.1 6.7 6.03014301530165471191518301335333.09.623.610.728.77.620.28.576057310494102714271527164812713291668459Page B12 CURB FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) 33' to 42' NOTES: 1. The anchor bolts at the upright locations should be chosen so that 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 1.06" x 1.80" anchoring slot provided in the base plate. The base plate should not be able to pull up over the nut. 2. One 1/2" x 3" (min. embedment) anchor bolt needs to be installed into every slot into the bottom angle (6 per angle) to ensure that the bin is fixed round at the bottom. 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"3'-6" 4'-10" 3'-8" 5'-2" 3'-10" 5'-6"4'-8 15/16" 4'-8 15/16" 4'-8 15/16" 4'-8 15/16" 4'-8 13/16" 4'-8 13/16"6" 6" 6" 6" 6" 6"16'-8 1/8" 16'-8 1/8" 18'-2" 18'-2" 21'-1 13/16" 21'-1 13/16"22 22 24 24 28 2818'-5" 19'-1" 20'-0" 20'-9" 23'-1" 23'-11"14'-11" 14'-3" 16'-4" 15'-7" 19'-3" 18'-5"97 - 10M 84 - 15M 115 - 10M 92 - 15M 145 - 10M 123 - 15M140 - #3 84 - #5 153 - #3 92 - #5 114 - #4 123 - #513" c/c 15" c/c 12" c/c 15" c/c 11" c/c 13" c/c9" c/c 15" c/c 9" c/c 15" c/c 14" c/c 13" c/c7 - 10M 5 - 15M 7 - 10M 5 - 15M 7 - 10M 5 - 15M5 - #4 5 - #5 6 - #4 5 - #5 6 - #4 5 - #56 - 10M 4 - 15M 6 - 10M 5 - 15M 7 - 10M 5 - 15M5 - #4 4 - #5 5 - #4 5 - #5 6 - #4 5 - #5BIN MODELABCDEFGHQMetricImperialRMetricImperialSMetricImperialWire Mesh (sq. ft.) Concrete (3000 PSI) Cubic YardsFoot- ingSlabTMetricImperialReinforcing RodM (kgs.)I (lbs.)36133614 3615 3616396 626 443 75233133314 3315 331631.0 43.7858 1363700 63827.2 37.513.0 11.9 15.6 14.24214 4215 421642131021 1639839 76337.821.62029106654.219.83914 3915 3916931391356213201165TO BE DETERMINED Page B13 CURB FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) 45' to 54' NOTES: 1. The anchor bolts at the upright locations should be chosen so that 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 1.06" x 1.80" anchoring slot provided in the base plate. The base plate should not be able to pull up over the nut. 2. One 1/2" x 3" (min. embedment) anchor bolt needs to be installed into every slot into the bottom angle (6 per angle) to ensure that the bin is fixed round at the bottom. 2'-0" 2'-0" 2'-0" 2'-0"3'-6" 4'-10" 4'-0" 5'-8"4'-8 15/16" 4'-8 15/16" 4'-8 3/4" 4'-8 3/4"6" 6" 6" 6"16'-8 1/8" 16'-8 1/8" 24'-1 5/8" 24'-1 5/8"22 22 32 3218'-5" 19'-1" 26'-2" 27'-0"14'-11" 14'-3" 22'-2" 21'-4"97 - 10M 84 - 15M 183 - 10M 152 - 15M140 - #3 84 - #5 141 - #4 152 - #513" c/c 15" c/c 10" c/c 12" c/c9" c/c 15" c/c 13" c/c 12" c/c7 - 10M 5 - 15M 8 - 10M 6 - 15M5 - #4 5 - #5 6 - #4 6 - #56 - 10M 4 - 15M 7 - 10M 5 - 15M5 - #4 4 - #5 6 - #4 5 - #5BIN MODELABCDEFGHQMetricImperialM (kgs.)I (lbs.)RMetricImperialSMetricImperial45134514 4515 4516Wire Mesh (sq. ft.) Concrete (3000 PSI) Cubic YardsFoot- ingSlabTMetricImperialReinforcing Rod700 63827.2 37.5396 62613.0 11.94814 4815 48161175256214304813699858 1363 1547154463.826.545.028.651135114 5115 511654085409 5410 5411 5412TO BE DETERMINED Page B14 CURB FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) 54' NOTES: 1. The anchor bolts at the upright locations should be chosen so that 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 1.06" x 1.80" anchoring slot provided in the base plate. The base plate should not be able to pull up over the nut. 2. One 1/2" x 3" (min. embedment) anchor bolt needs to be installed into every slot into the bottom angle (6 per angle) to ensure that the bin is fixed round at the bottom. BIN MODELABCDEFGHQMetricImperialM (kgs.)I (lbs.)RMetricImperialSMetricImperialWire Mesh (sq. ft.) Concrete (3000 PSI) Cubic YardsFoot- ingSlabTMetricImperialReinforcing Rod54135414 5415 5416TO BE DETERMINED - A Chord “C” Qnty of “F” Anchor Bolts (not supplied) 6 x 6 (150mm x 150mm) - 10/10 Wire Mesh “J” Outside Wall Radius “E” Anchor Bolt Radius “K” Inside Wall Radius “Q” Bars @ “R” Centers (Cut to foundation width less 4”) See Detail A Well Compacted Gravel Polyethylene Sheet A - “G” Outside Footing Radius “H” Inside Footing Radius SECTION A-A “W” Stirrups @ “R” Centers and “Z” Length “M” Bars (Two per anchor bolt - 8” apart Anchor Bolt DETAIL D “R” Centres“Q” Bars @“B” less 6”“Z” less 43”“W” Stirrups(total both sides)@ “R” Centresand “Z” Length43”6”12”@ 8” Centres“M” Bars(See Detail D for Bar Placement)DETAIL C (RE-BAR)Pag e B 15 T-FOOTING – FLOATING SLAB FOUNDATION IMPORTANT: Foundation level should not vary by more than ¼” over a span of four feet under Bottom Ring Angle. Any variance from level must be shimmed under Upright (see note 4; also see Upright Assembly). NOTES: 1) Choose a site which is well drained, and has a minimum soil-bearing capacity of 4000 lbs. per sq. ft. (192 kPa). If soil-bearing capacity is not known, consult a local engineering representative. 2) Use 4” to 6” (100 - 150mm) of well-compacted coarse gravel below slab and ring footing. 3) Use 3000 lbs. per sq. in. (21 MPa) concrete. 4) Make sure the foundation is level. The bin wall must have a uniform support to carry the wall loads. Weather-sealing the bottom is also made easier if the foundation is level. Camber the outside edge of the concrete to ensure that water drains off. 5) Locate anchor bolt as specified in table to ensure bin roundness. 6) Re-bar end laps are not included. Add 15” (380mm) for each lap. To estimate weight of end lap: add 0.5 lbs. for #3 (I), add 0.3 kg. for #10 (M), add 1.0 lbs. for #4 (I), add 0.6 kg. for #15 (M). 7) Concrete slump for reinforced wall to be 5” (130mm) max. and 2” (50mm) min. “X”3”3”6” MinWire Mesh“Y”Well CompactedGravel“A”“W” Stirrups“P” Bars“Q” Bars @3¾”3”“T” Bars“S” Bars equally spaced2”“D”DETAIL AExpansionJoint3”Grade3”3”“B” Width“M” Bars - Two peranchor bolt 8” apart“R” CentresEquallyspaced(total perboth sides)Fill with tar or othersuitable expansionjoint material3”Polyethylenesheet“G” Outside Footing RadiusPage B16 T-FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"2'-10" 3'-2" 3'-4" 4'-6" 5'-6" 3'-6" 4'-10" 5'-10"4'-9 1/4" 4'-9 3/16" 4'-9 1/8" 4'-9 1/8" 4'-9 1/8" 4'-9 1/16" 4'-9 1/16" 4'-9 1/16"6" 6" 6" 6" 6" 6" 6" 6"9'-2 9/16" 10'-8 1/2" 12'-2 3/8" 12'-2 3/8" 12'-2 3/8" 13'-8 5/16" 13'-8 5/16" 13'-8 5/16"12 14 16 16 16 18 18 1810'-7" 12'-3" 13'-10" 14'-5" 14'-11" 15'-5" 16'-1" 16'-7"7'-9" 9'-1" 10'-6" 9'-11" 9'-5" 11'-11" 11'-3" 10'-9"9'-11" 11'-5" 12'-11" 12'-11" 12'-11" 14'-5" 14'-5" 14'-5"8'-5" 9'-11" 11'-5" 11'-5" 11'-5" 12'-11" 12'-11" 12'-11"1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6"2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"24 - 10M 28 - 10M 32 - 10M 32 - 10M 32 - 10M 36 - 10M 36 - 10M 36 - 10M24 - #3 28 - #3 32 - #3 32 - #3 32 - #3 36 - #3 36 - #3 36 - #36 - 10M 6 - 10M 6 - 10M 6 - 10M 6 - 10M 6 - 10M 6 - 10M 6 - 10M8 - #3 8 - #3 8 - #3 8 - #3 8 - #3 8 - #3 8 - #3 8 - #30 0 0 51 - 10M 66 - 10M 0 65 - 10M 57 - 10M0 0 0 54 - #3 54 - #4 0 65 - #3 65 - #418" c/c 17" c/c 14" c/c 18" c/c 14" c/c 13" c/c 16" c/c 18" c/c18" c/c 18" c/c 18" c/c 17" c/c 17" c/c 17" c/c 16" c/c 16" c/c4 - 10M 4 - 10M 5 - 10M 6 - 10M 7 - 10M 5 - 10M 7 - 10M 8 - 10M6 - #3 6 - #3 6 - #3 9 - #3 6 - #4 7 - #3 9 - #3 6 - #44 - 10M 4 - 10M 4 - 10M 6 - 10M 7 - 10M 4 - 10M 6 - 10M 7 - 10M5 - #3 6 - #3 6 - #3 8 - #3 6 - #4 6 - #3 9 - #3 6 - #478 - 10M 96 - 10M 132 - 10M 102 - 10M 132 - 10M 160 - 10M 130 - 10M 114 - 15M78 - #4 90 - #4 102 - #4 108 - #4 108 - #4 122 - #4 130 - #4 130 - #45'-3" 5'-5" 5'-6" 6'-1" 6'-7" 5'-7" 6'-3" 6'-9"Ftng.12.1 15.8 18.9 25.5 31.2 22.3 30.1 37.18.59.7 9.71516 1791524 5249.6 9.6 9.6Slab4.2 5.8 7.6 7.6 7.6 9.78.5704 851 974 1263 1523223 309 410 410Concrete (3000 PSI) Cubic YardsWallWire Mesh (sq. ft.)4106.4 7.5 8.55241161891303 364 465 542 669 540 670Reinforcing RodM (kgs.)I (lbs.)W Metric (1)ImperialZTMetric (1)ImperialRMetric (1)ImperialSMetric (1)ImperialPMetric (1)ImperialQMetric (1)ImperialYMMetric (1)ImperialHJKXDEFG2717 2718AB1813 2113 24132414 2415 2416 2417 24182713BIN MODELC2714 2715 2716 (1)The following table provides conversion from Canadian Metric to European Standard EN 10080/BS 4449 Conversion for European Reinforcing Bar Canadian Metric European Metric Nominal Diameter (mm) 10M 12,0 12 mm 15 M 16,0 16 mm 20 M 20,0 20 mm 25 M 25,0 25 mm Page B17 T-FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"3'-8" 5'-0" 6'-2" 3'-10" 5'-4" 6'-4" 4'-0" 5'-6" 6'-8"4'-9" 4'-9" 4'-9" 4'-8 15/16" 4'-8 15/16" 4'-8 15/16" 4'-8 15/16" 4'-8 15/16" 4'-8 15/16"6" 6" 6" 6" 6" 6" 6" 6" 6"15'-2 3/16" 15'-2 3/16" 15'-2 3/16" 16'-8 1/8" 16'-8 1/8" 16'-8 1/8" 18'-2" 18'-2" 18'-2"20 20 20 22 22 22 24 24 2417'-0" 17'-8" 18'-3" 18'-7" 19'-4" 19'-10" 20'-2" 20'-11" 21'-6"13'-4" 12'-8" 12'-1" 14'-9" 14'-0" 13'-6" 16'-2" 15'-5" 14'-10"15'-11" 15'-11" 15'-11" 17'-5" 17'-5" 17'-5" 18'-11" 18'-11" 18'-11"14'-5" 14'-5" 14'-5" 15'-11" 15'-11" 15'-11" 17'-5" 17'-5" 17'-5"1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6"2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"40 - 10M 40 - 10M 40 - 10M 44 - 10M 44 - 10M 44 - 10M 48 - 10M 48 - 10M 48 - 10M40 - #3 40 - #3 40 - #3 44 - #3 44 - #3 44 - #3 48 - #3 48 - #3 48 - #36 - 10M 6 - 10M 6 - 10M 8 - 10M 8 - 10M 8 - 10M 8 - 10M 8 - 10M 8 - 10M8 - #3 8 - #3 8 - #3 10 - #3 10 - #3 10 - #3 10 - #3 10 - #3 10 - #364 - 10M 76 - 10M 67 - 10M 70 - 10M 90 - 10M 79 - 10M 76 - 10M 106 - 10M 92 - 10M64 - #3 82 - #3 82 - #4 70 - #3 90 - #3 90 - #4 76 - #3 106 - #3 106 - #418" c/c 15" c/c 17" c/c 18" c/c 14" c/c 16" c/c 18" c/c 13" c/c 15" c/c18" c/c 14" c/c 14" c/c 18" c/c 14" c/c 14" c/c 18" c/c 13" c/c 13" c/c5 - 10M 7 - 10M 8 - 10M 5 - 10M 7 - 10M 9 - 10M 6 - 10M 8 - 10M 9 - 10M7 - #3 6 - #4 7 - #4 7 - #3 6 - #4 7 - #4 4 - #4 6 - #4 7 - #45 - 10M 6 - 10M 8 - 10M 5 - 10M 7 - 10M 8 - 10M 5 - 10M 7 - 10M 9 - 10M6 - #3 5 - #4 6 - #4 7 - #3 5 - #4 6 - #4 4 - #4 6 - #4 7 - #4128 - 10M 152 - 10M 134 - 15M 140 - 10M 180 - 10M 158 - 15M 152 - 10M 212 - 10M 184 - 15M128 - #4 164 - #4 164 - #4 140 - #4 180 - #4 180 - #4 152 - #4 212 - #4 212 - #45'-8" 6'-4" 6'-11" 5'-9" 6'-6" 7'-0" 5'-10" 6'-7" 7'-2"Ftng.26.3 35.3 43.6 29.8 41.4 49.2 33.9 46.5 56.417.7 17.7298595312.717.7251211.7 12.7 12.7Slab12.1 12.1 12.1 14.8 14.8 14.810.6 11.7 11.71344 1850796 796Concrete (3000 PSI) Cubic YardsWall10.6 10.6Wire Mesh (sq. ft.)653 653 653 796 953 9531604 2142 2539 17681112607 765 1499721 955 1287 819Reinforcing RodM (kgs.)I (lbs.)10692213W MetricImperialZTMetricImperial3617 3618RMetricImperialSMetricImperialPMetricImperialQMetricImperialYMMetricImperialHJKXDEFGC30133014 3015 3016 3017 301836133614 3615 3616 ABBIN MODEL33133314 3315 3316 3317 3318 Page B18 T-FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) 2'-0" 2'-0" 2'-0"4'-2" 5'-10" 7'-0"4'-8 13/16" 4'-8 13/16" 4'-8 13/16"6" 6" 6"21'-1 13/16" 21'-1 13/16" 21'-1 13/16"28 28 2823'-3" 24'-1" 24'-8"19'-1" 18'-3" 17'-8"21'-11" 21'-11" 21'-11"20'-5" 20'-5" 20'-5"1'-6" 1'-6" 1'-6"2'-0" 2'-0" 2'-0"56 - 10M 56 - 10M 56 - 10M56 - #3 56 - #3 56 - #38 - 10M 10 - 10M 10 - 10M8 - #4 8 - #4 12 - #389 - 10M 133 - 10M 114 - 10M89 - #3 133 - #3 133 - #418" c/c 12" c/c 14" c/c18" c/c 12" c/c 12" c/c6 - 10M 8 - 10M 10 - 10M5 - #4 6 - #4 8 - #45 - 10M 8 - 10M 9 - 10M4 - #4 6 - #4 7 - #4178 - 10M 266 - 10M 228 - 15M178 - #4 266 - #4 266 - #45'-11" 6'-9" 7'-4"Ftng.41.1 57.5 69.014.8Slab24.3 24.3 24.314.8 14.81310 1310Concrete (3000 PSI) Cubic YardsWallWire Mesh (sq. ft.)13102396 3285 3856962 1454 1928Reinforcing RodM (kgs.)I (lbs.)W MetricImperialZTMetricImperial4517 4518RMetricImperialSMetricImperialPMetricImperialQMetricImperialYMMetricImperialHJKXDEFGC39133914 3915 3916 3917 391845134514 4515 4516 ABBIN MODEL42134214 4215 4216 4217 4218 TO BE DETERMINED TO BE DETERMINED Page B19 T-FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) 2'-0" 2'-0" 2'-0"4'-4" 6'-2" 7'-6"4'-8 3/4" 4'-8 3/4" 4'-8 3/4"6" 6" 6"24'-1 5/8" 24'-1 5/8" 24'-1 5/8"32 32 3226'-4" 27'-3" 27'-11"22'-0" 21'-1" 20'-5"24'-11" 24'-11" 24'-11"23'-5" 23'-5" 23'-5"1'-6" 1'-6" 1'-6"2'-0" 2'-0" 2'-0"64 - 10M 64 - 10M 64 - 10M64 - #3 64 - #3 64 - #310 - 10M 10 - 10M 12 - 10M8 - #4 10 - #4 10 - #4102 - 10M 166 - 10M 140 - 10M102 - #3 166 - #3 166 - #418" c/c 11" c/c 13" c/c18" c/c 11" c/c 11" c/c6 - 10M 8 - 10M 10 - 10M5 - #4 7 - #4 8 - #46 - 10M 8 - 10M 10 - 10M4 - #4 6 - #4 8 - #4204 - 10M 332 - 10M 280 - 15M204 - #4 332 - #4 332 - #56'-0" 6'-11" 7'-7"Ftng.48.8 69.4 84.44814 4815 4816 4817 481854085409541054115412ABBIN MODEL51135114 5115 5116 5117 5118DEFGC4813YMMetricImperialHJKXPMetricImperialQMetricImperialTMetricImperial5413RMetricImperialSMetricImperialReinforcing RodM (kgs.)I (lbs.)24516088W MetricImperialZ1216 1750Concrete (3000 PSI) Cubic YardsWall16.9 16.9Wire Mesh (sq. ft.)1723 172316.92738 42691723Slab31.9 31.9 31.9 TO BE DETERMINED Page B20 T-FOOTING SPECIFICATIONS (EXTERNALLY STIFFENED BINS) Ftng.5414 5415 5416 ABBIN MODELDEFGCYMMetricImperialHJKXPMetricImperialQMetricImperialTMetricImperial5417 5418RMetricImperialSMetricImperialReinforcing RodM (kgs.)I (lbs.)W MetricImperialZConcrete (3000 PSI) Cubic YardsWallWire Mesh (sq. ft.)Slab TO BE DETERMINED A GUIDE TO TYPICAL NON-STRUCTURAL ROOF INSTALLATION The following is a step-by-step procedure for erecting Westeels non-structural roof system. Step #1: Inspect the concrete foundation to insure that the foundation meets all the requirements of the installation. Before beginning construction, plan out your bin orientation, and location of Westeel logo, grain-gauge, unloading devices, outside ladder and spiral stairs. All of these issues affect the location of the inspection-hatch roof-panel and the placement of the roof-ladder or roof-stairs. Step #2: Install a center post at the center point of the foundation and make sure the post is vertical, braced and anchored properly for safe installation. 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 inch 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 scribed circle. This should be the first step in assembling a bin. The maximum amount that a bin can be out of round is .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, ensure again that the bin is round, within tolerance. Locate anchor bolts towards the outside of the anchor bolt slots (away from bin) to permit the incremental expansion that can occur with the initial filling. Nominal Bin Dia. Scribe Radius Top of Peak Ring Height “H” with 1 tier of wall sheets (see next page) Top of Peak Ring Height “H” with 2 tiers of wall sheets (see next page) (ft) (ft – in) (m) (ft - in) (m) (ft - in) (m) 15 7 ft 4 – 3/4 in. 2.255 7 ft 9 – 3/8 in. 2.372 11 ft 5 – 3/8 in. 3.489 18 8 ft 10 – 11/16 in. 2.710 8 ft 7 – 3/4 in. 2.635 12 ft 3 – 3/4 in. 3.753 21 10 ft 4 – 9/16 in. 3.164 9 ft 6 – 1/16 in. 2.897 13 ft 2 – 1/16 in. 4.015 24 11 ft 10 – 1/2 in 3.619 10 ft 4 – 7/16 in. 3.160 14 ft 0 – 7/16 in. 4.279 27 13 ft 4 – 3/8 in. 4.074 11 ft 2 – 3/4 in. 3.423 14 ft 10 – 3/4 in.. 4.540 30 14 ft 10 – 5/16 in. 4.529 11 ft 7 – 5/8 in. 3.546 15 ft 3 – 5/8 in. 4.664 33 16 ft 4 – 3/16 in. 4.984 12 ft 5 – 15/16 in. 3.808 16 ft. 1 – 15/16 4.910 36 17 ft 10 – 1/8 in. 5.438 13 ft 4 – 1/4 in. 4.071 17 ft 0 – 1/4 in. 5.188 39 19 ft 4 in 5.893 14 ft 2 – 5/8 in. 4.334 17 ft 10 – 5/8 in. 5.452 42 20 ft 9 – 15/16 in. 6.348 15 ft 0 – 15/16 in. 4.596 18 ft 8 – 15/16 in 5.714 45 22 ft 3 – 13/16 in. 6.803 15 ft 11 – 5/16 in. 4.859 19 ft 7 – 5/16 in. 5.977 48 23 ft 9 – 3/4 in. 7.258 16 ft 9 – 5/8 in 5.121 20 ft 5 – 5/8 in. 6.239 51 25 ft 3 – 5/8 in. 7.712 17 ft 5 – 5/8 in. 5.325 21 ft 1 – 5/8 in. 6.442 54 26 ft 9 – 9/16 in. 8.167 18 ft 4 in. 5.588 22 ft 0 in. 6.706 Page C1 WALLSHEETSPEAK RING(suspended)CENTER POSTHEIGHT "H"FROM TABLE Step #3: Add the supplied bulb gasket around the top of the peak ring and foam-closure-gasket around the center section as shown (Detail 1). Step #4: A tier of wall sheets (or possibly two tiers if 2-tier Uprights are included) is required to support the roof. Start assembling the wall sheets. Note: Consult the “Hardware Usage” section in this manual for the proper hardware usage throughout the bin. When one tier is complete attach the top-ring-angle to the inside top of the wall sheets. Do not allow a joint between two adjacent top-ring-angles to be positioned directly over the Grain-gauge cutout in one of the top wall sheets. Ensure that the joint between top-ring -angle sections is at least 2 or 3 wall sheet holes away from the Grain-gauge cutout. Follow guidelines concerning tank roundness tolerances as laid out on the Bin Roundness page in this manual. Step #5: Suspend the peak-ring assembly to the top of the center post. Refer to the "bin-roundness-table" for correct heights and peak-ring sizes (Detail 2). Step #6: Begin laying out roof-panels by attaching the narrow end to the peak-ring and the wide end to the top of the top-ring-angle. It is recommended that you first attach four roof-panels at the quarter points of the bin; this will stabilize and support the peak-ring for the rest of the install (Detail 3). Ensure that the gap between the roof-panel and the peak-ring is sealed by foam closure. (Detail 1). Note that the center hole in the roof panels aligns with round holes in the top ring angle. GASKETPEAK RING PEAK FOAM CLOSURE PEAK RING PEAK RING BULB GASKET FIRSTROOF PANELSIN 4 QUADRANTSDetail 1 Detail 3 Detail 2 TIP: The narrow end of the roof panels gets pushed into the foam closure. Once this occurs there is little room for adjustment at the top end as the roof panel is embedded in the foam. Sometimes the roof panels get “flattened” slightly from bundling, shipping and handling. It is relatively easy to push the ribs together slightly but this should occur before the panel is seated in the foam. Monitor the alignment of mating roof panels with the underlying holes in the peak ring and make adjustments, if necessary, before anchoring the roof panel into the foam. IMPORTANT: Avoid shortages. Consult “Hardware Usage” table for proper hardware usage for all bin connections. Page C2 Step #7: Begin filling in the remaining roof-panels, in a counter-clockwise direction, with the left roof rib overlapping the right rib of proceeding panel (Detail 5). Attach center roof panel hole first, as described above. Use 2 bolts at each roof panel to peak-ring connection. Fill in every bolt hole in roof-panel ribs with rubber washered bolts to the outside and nuts on the underside. If number and diameter of optional roof stiffening rings is known, install the roof-ring-brackets (with a neoprene gasket under each) in the double rib hole locations as you add roof-panels. (Detail 4) Remember to install vent roof panels where required and as the roof is being assembled. They should be evenly distributed around the roof such that they do not interfere with other roof elements such as roof stairs or rungs, temperature cables, etc. Westeel supplied roof vents come in two styles…Gooseneck and Round. Both have pre-formed bolt holes for mounting to the Roof-Panel. The Vent-Roof-Panels have a raised mount section, mounting holes and a pre-cut ventilation opening. No on-site cutting is required. A recommended practice is to assemble the vents to the Roof-Panels at ground level before installing. Place a strip of caulking all the way around the weather side of the connection, position the vent, and bolt into place. IMPORTANT: As assembly proceeds, additional support is advised to keep the peak-ring level. Alternatively sequentially add roof panels in the different quadrants such that the weight of the panels on the peak ring remains uniformly distributed. Leave all roof bolts loose until the roof is completely assembled, especially those at the peak ring and top ring angle locations. DETAIL 4DETAIL 5ROOF RING BRACKETNEOPRENE GASKETSECONDDIRECTION OFINSTALLATIONROOF-PANELABOVE PREVIOUSDetail 4 Detail 5 IMPORTANT: The bottom of the roof panels must carefully attached to the top-ring-angle. The center round holes at the bottom of the roof panels must align with round holes in the top ring angle. This locks in the correct centering location for the roof sheet. The other holes in the bottom of the roof sheet align with the obround holes in the top-ring-angle. Page C3 190306 ROUND VENT CAULK ON THE OUTSIDE OF HOLES ROOF PANEL 190308 GOOSENECK VENT Detail 6 TIP: For best results, do not align the top-ring-angle joints with wallsheet joints. RING EXPANDERRING SEGMENTSELF DRILLINGSCREW OPTIONALSTIFFENING RINGSPLICEEQUALSTIFFENING RINGBRACKET516" x 114"BOLT & NUTSTIFFENING RINGSEGMENTEQEQUALEQStep #8: Remember to install inspection-hatch roof panel where required. The inspection-hatch can be pre-assembled if desired. (See installation of "Inspection Hatch" detail page) Install the roof ladder on the adjacent roof sheet. (see "Roof Ladder and Sheet" detail page). Enough roof-ladder-rungs are supplied to bridge across every pair of holes on a single roof-panel. Where roof stiffening-ring-brackets are placed, the ladder-rung can be skipped. The roof-ring will serve as a rung in this location. Roof-ladder-rungs are installed with the higher vertical flange facing the peak-ring. Step #9: Add roof-rings (if required). See “Roof Reinforcing Matrix” table below for standard locations. Roof Rings are joined together by inserting a Ring Splice into the facing ends and pushing everything together tightly. Secure the splice to the roof ring with a self drilling screw (see Detail 8). The final connection uses a Ring Expander inserted between the final ring sections, and threading the expansion bolts until everything is tight. Slide stiffening ring tubes into brackets as required. Use an expander to make the last connection. On rings with multiple expanders, the expanders should be evenly spaced around the roof. On roofs with multiple stiffening rings, stagger the ring joints to avoid having more than one joint on same roof sheet. (Detail 7) The last stiffening ring segment must be field cut such that there is a 2½" gap between the mating tubes. With nuts close to one end, insert long end of Ring Expander into one tube and, by flexing both tubes, make the connection to the mating tube. Then thread both nuts towards the center. The green paint on the threaded portion indicates the center (Detail 9) Install the remaining stiffening ring clips. Tighten roof hardware. (see ‘Recommended Bolt Torque Table’) Expand nuts on stiffening ring expanders until slack has been taken up and roof is snug. Do not overtighten and crown roof. Nuts must be centered on the threaded rod. Use the painted marking as a guide. On rings with multiple expanders, the distance between the nuts on all of them should be equal. (Detail 9) Do not position more than one roof ring joint on the same roof sheet Do not position temperature cable support on a roof sheet that has a stiffening ring joint Offset roof ring joints more than one roof sheet over Page C4 Detail 7 Detail 8 Detail 9 NOTE: Before expanding, or “tightening” the roof, all nuts on the Ring Expanders should be tight together and centered. ROOF REINFORCING MATRIX Component ? Roof Stiffening Ring Tubes Rib Supports Location & Colour ? 1st - Yellow 2nd - Black 3rd - Red 4th - Green Under ribs Chord length (in) ? 103.8 167.4 197.6 200.4 Varies Qty of Expanders ? 2 2 3 4 n/a Bin Series Component Part Numbers (and Quantity) 15 n/a n/a n/a n/a n/a 18 21 24 27 195100 (5) 30 195100 (5) 212755 (30) 33 195100 (5) 195101 (5) 212756 (33) 36 195100 (5) 195101 (5) 212757 (36) 39 195100 (5) 195101 (5) 195102 (6) 212758 (39) 42 195100 (5) 195101 (5) 195102 (6) 212759 (42) 45 195100 (5) 195101 (5) 195102 (6) 212760 (45) 48 195100 (5) 195101 (5) 195102 (6) 195103 (7) 212761 (48) 51 n/a 195101 (5) 195102 (6) 195103 (7) 212762 (51) 54 195101 (5) 195102 (6) 195103 (7) 212763 (54) Notes: 1) Roofs are supplied as standard or with optional upgrades for higher load capacity <-- standard components for all roofs <-- optional components supplied with all roof upgrade levels 1, 2 & 3 <-- optional components supplied with roofs upgraded to level 2 & 3 <-- optional components supplied with roofs upgraded to level 3 (33' only) 2) For 21' & 24' only, the upgraded roof uses a heavier gauge roof sheet bundle 3) Structural roofs with rafter system is availabe for 54' bins and larger. These raftered roofs do not require stiffening rings or rib supports START ROOF RIBFROM THE BOTTOMHOLE LOCATION OFTHE ROOF SHEETAS SHOWN#2STIFFENINGRING #195101#1STIFFENINGRING #195100#3STIFFENINGRING #195102#4STIFFENINGRING #195103ROOF SHEETRIB SUPPORTROOF RIBSUPPORT5/16" NUT5/16" HOLD DOWN NUTUSE STANDARD 5/16" x 1" - or -5/16" x 1.25 HEX BOLTS ATLADDER RUNG LOCATIONSRIB SUPPORTCONNECTIONDETAILSEE RIB SUPPORTCONNECTIONDETAILRIB SUPPORT ASSEMBLY (DRAWING REPRESENTS A NON-SPECIFIC EXAMPLE ONLY) Detail 10 Page C5 Step #11: Bird-Stops are required at the bottom end of all Roof-Panel ribs. They consist of a metal Bird-Stop bracket, an adhesive backed foam Closure and a nut and bolt. Consideration can be given to installing them before attaching the Roof-Panels (easier access to bolts and aids with timing). Bird-Stop mounting locations are five holes to the left or right of the Roof- Panel center mounting holes in the Top-Ring-Angle. The method shown here has the bird stop mounted under the top ring angle. Other installation methods are acceptable. Step #12: Assemble roof cap, roof cap opener (if applicable) and associated components (see appropriate "Remote Cap Opener Installation" or "Flat Roof Cap Installation"). Also consider installing roof ladder and portions of any outside ladder if applicable. See appropriate "Roof Ladder Installation". Page C6 BIRD STOP WALL SHEET BIRD STOP SHOWN MOUNTING UNDERNEATH TOP RING ANGLE 5/16" x 1" BOLT TOP RING ANGLE FOAM CLOSURE HINT: Mounting the Bird-Stop under the Top-Ring-Angle (shown above) prevents it from turning when tightening the nut. Other methods of installing are acceptable. Detail 11 Step #10: Rib supports are an upgrade that provides additional load capacity when required. Rib supports vary in length, depending on roof size and are designed to fit under the roof panel ribs and run along the length of the rib from the eave (at the bottom) to near the peak ring (at the top). There is one rib support at every roof rib location. They are added after the mating roof panels have already been assembled and the nuts tightened. The rib supports fit onto the shanks of the existing bolts that were used when joining mating roof ribs. A second nut is added to secure the rib supports to the ribs as illustrated ROOF LADDER DETAILS Hints, considerations and guidelines. The roof panel containing the roof ladder components should be located to the left or right of the inspection hatch and in line with the outside ladder. It is recommended that the ladder and a section of the outside ladder be attached early, when the roof section is at ground level for convenience. Start at the bottom with the longest ladder rung supplied and move up the roof using progressively shorter ladder sections. Bolt ladder rungs to the roof panel ribs using the predrilled holes in the ribs. Use 5/16" x 1 1/4" hex bolts and hex nuts (bolts above and nuts underneath). The ladder rung is oriented with the vertical portion facing up towards the peak ring. When a ladder rung is located at a double hole p