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Erection Sample Clauses

Erection. Install nuts on post clips with a torque wrench for extruded aluminum channels. Apply 225 inch-pounds of torque to each galvanized nut with the threads dry, clean, and unlubricated.
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Erection a. Field erection of the Glass-Fused-to-Steel, bolted-steel tank shall be in accordance with the procedures outlined in the Manufacturer's Construction Guide and performed by an Authorised Distributor of the tank Manufacturer, regularly engaged in erection of these tanks or a suitably qualified specialist sub contract builder under the control and supervision of the Authorised Distributor. b. Field erection shall conform to Occupational Safety Standard for erection and should be undertaken by a qualified tank erector certified by the tank manufacturer. Specialized erection jacks and building equipment developed and manufactured by the tank manufacturer shall be used to erect the tanks. c. Tank lap joint should be done in such a way that seam will follow a straight connection and should be in accordance with Manufacturer’s Erection manual. d. Levelling and circularity of the first ring of sheets shall be required. The maximum level differential within the ring shall not exceed 2mm, nor exceed 1mm within any 3m length. e. Particular care shall be taken in handling and bolting of the tank sheets and members to avoid abrasion of the coating system. All surface areas may be visually inspected by the Engineer during construction and prior to liquid. f. An electrical Xxxxxxxx test shall be performed on all contact surfaces of the tank shell sheets during or following construction using a 9-volt leak detection device. Any electrical leak points found on the contact surface shall be repaired in accordance with the Manufacturer's published touch up procedure. After completion of tank build and hydraulic testing the Engineer shall sign the Manufacturer s standard Certificate of Satisfaction issued by the Authorised Tank Distributor. g. No backfill or mechanical loads shall be placed on the tank sidewall without prior written approval and design review by the tank Manufacturer. Any backfill shall be placed according to the instructions of the Manufacturer.
Erection. Erection over the Railroad right-of-way shall be designed to cause no interruption to Railroad operations. Erection plans shall be developed such that they enable the track(s) to remain open to train traffic per Railroad requirements.
Erection. Acceptance observation of any shoofly before placing it in service.
Erection. All trusses are to be hoisted and erected strictly in accordance with the procedures and recommendations of the manual "The Erection and Bracing of Timber roof Trusses" as published by the Institute for Timber Construction and the CSIR, or the SABS Code of Practice "The Design, Manufacture and Erection of Timber Roof Trusses", or as designed and detailed by the designer Section No. 2 BUILDING Bill No. 6 CARPENTRY AND JOINERY (PROVISIONAL) The design system as documented in this bill is based on the
Erection. A. Set structural steel accurately in locations and to elevations indicated and according to AISC 303 and AISC 360.
ErectionIn addition, the General Conditions for the Erection of KKA Equipment shall apply to all Contracts covering the supply of equipment including erection and commissioning.
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ErectionSteel work shall be hoisted and placed in position carefully without any damage to itself and other building work and injury to workmen. Where necessary mechanical appliances such as lifting tackle winch etc. shall be used. The suitability and capacity of all plant and equipment used for erection shall be upto the satisfaction of the Engineer-in- charge.
Erection. A. Set structural steel accurately in locations and to elevations indicated and according to AISC specifications referenced in this Section. B. Base and Bearing Plates: Clean concrete and masonry bearing surfaces of bond-reducing materials and roughen surfaces prior to setting base and bearing plates. Clean bottom surface of base and bearing plates. 1. Set base and bearing plates for structural members on wedges, shims, or setting nuts as required. 2. Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims but, if protruding, cut off flush with edge of base or bearing plate prior to packing with grout. 3. Pack grout solidly between bearing surfaces and plates so no voids remain. Finish exposed surfaces, protect installed materials, and allow to cure. C. Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges." 1. Maintain erection tolerances of architecturally exposed structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges." X. Xxxxx and adjust various members forming part of complete frame or structure before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that will be in permanent contact. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. 1. Level and plumb individual members of structure. E. Splice members only where indicated. F. Remove erection bolts on welded, architecturally exposed structural steel; fill holes with plug welds; and grind smooth at exposed surfaces. G. Finish sections thermally cut during erection equal to a sheared appearance. H. Do not enlarge unfair holes in members by burning or by using drift pins. Xxxx holes that must be enlarged to admit bolts.
Erection. If supervision of erection and installation Work is included in the Order, every endeavor will be made by Seller to proceed promptly with such Work and, unless otherwise stated, Buyer shall: 7.1 provide a safe and appropriate working environment; 7.2 provide tools, scaffolding and other necessary erection equipment other than that which Seller is required to supply in terms of the Order; 7.3 from time to time during the course of erection, clean up and remove from the immediate premises any waste material and debris resulting from Work hereunder and deposit it at an agreed location on Buyer’s premises for further disposal by others and cost of such disposal shall be borne by Buyer. 7.4 reimburse the Seller for time spent (man-hours) and expenses incurred by the Seller in relation to its employees and its sub-contractors undergoing the necessary inductions for purposes of site Work.
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