CSMS 9259305·Trade policy·September 16, 2019·View on csms.cbp.gov ↗

Notice of a preliminary determination in the antidumping duty investigation of certain fabricated structural steel from Mexico (A-201-850)

Plain-English explanation

CSMS 9259305 is a U.S. Customs and Border Protection (CBP) Cargo Systems Messaging Service bulletin (trade policy), published on September 16, 2019. It carries the official CBP guidance brokers and importers must follow for the topic — "Notice of a preliminary determination in the antidumping duty investigation of certain fabricated structural steel from Mexico (A-201-850)". It links to 1 AD/CVD case in Tandom's catalog. CSMS messages are the operational layer between Commerce determinations and at-the-border collections: when Commerce publishes a new rate, scope ruling, or instruction, CBP turns it into a CSMS that ACE/ACS systems and brokers act on.

Linked AD/CVD cases(1)

Cases referenced or affected by this CSMS message

A-201-850

Message body

Full text as published by U.S. Customs and Border Protection

1. On 09/10/2019, Commerce published in the Federal Register its affirmative preliminary determination of sales at less than fair value and postponement of the final determination in the antidumping duty investigation of certain fabricated structural steel from Mexico (84 FR 47487). 2. The merchandise covered by the investigation is carbon and alloy fabricated structural steel. Fabricated structural steel is made from steel in which: (1) iron predominates, by weight, over each of the other contained elements; and (2) the carbon content is two percent or less by weight. Fabricated structural steel products are steel products that have been fabricated for erection or assembly into structures, including, but not limited to, buildings (commercial, office, institutional, and multi-family residential); industrial and utility projects; parking decks; arenas and convention centers; medical facilities; and ports, transportation and infrastructure facilities. Fabricated structural steel is manufactured from carbon and alloy (including stainless) steel products such as angles, columns, beams, girders, plates, flange shapes (including manufactured structural shapes utilizing welded plates as a substitute for rolled wide flange sections), channels, hollow structural section (HSS) shapes, base plates, and plate-work components. Fabrication includes, but is not limited to cutting, drilling, welding, joining, bolting, bending, punching, pressure fitting, molding, grooving, adhesion, beveling, and riveting and may include items such as fasteners, nuts, bolts, rivets, screws, hinges, or joints. The inclusion, attachment, joining, or assembly of non-steel components with fabricated structural steel does not remove the fabricated structural steel from the scope. Fabricated structural steel is covered by the scope of the investigation regardless of whether it is painted, varnished, or coated with plastics or other metallic or non-metallic substances and regardless of whether it is assembled or partially assembled, such as into modules, modularized construction units, or sub-assemblies of fabricated structural steel. Subject merchandise includes fabricated structural steel that has been assembled or further processed in the subject country or a third country, including but not limited to painting, varnishing, trimming, cutting, drilling, welding, joining, bolting, punching, bending, beveling, riveting, galvanizing, coating, and/or slitting or any other processing that would not otherwise remove the merchandise from the scope of the investigation if performed in the country of manufacture of the fabricated structural steel. All products that meet the written physical description of the merchandise covered by the investigation are within the scope of the investigation unless specifically excluded or covered by the scope of an existing antidumping duty order. Specifically excluded from the scope of the investigation are: 1. Fabricated steel concrete reinforcing bar (rebar) if: (i) it is a unitary piece of fabricated rebar, not joined, welded, or otherwise connected with any other steel product or part; or (ii) it is joined, welded, or otherwise connected only to other rebar. 2. Fabricated structural steel for bridges and bridge sections that meets American Association of State and Highway and Transportation Officials (AASHTO) bridge construction requirements or any state or local derivatives of the AASHTO bridge construction requirements. 3. Pre-engineered metal building systems, which are defined as complete metal buildings that integrate steel framing, roofing and walls to form one, pre-engineered building system, that meet Metal Building Manufacturers Association guide specifications. Pre-engineered metal building systems are typically limited in height to no more than 60 feet or two stories. 4. Steel roof and floor decking systems that meet Steel Deck Institute standards. 5. Open web steel bar joists and joist girders that meet Steel Joist Institute specifications. 6. Also excluded from the scope of the investigation is scaffolding, and parts and accessories thereof, that comply with ANSI/ASSE A10.8 – 2011 - Scaffolding Safety Requirements, and/or Occupational Safety and Health Administration regulations at 29 C.F.R. Part 1926 subpart L - Scaffolds. The outside diameter of the scaffold tubing covered by this exclusion ranges from 25mm to 150mm. 7. Excluded from the scope of the investigation are access flooring systems panels and accessories, where such panels have a total thickness ranging from 0.75 inches to 1.75 inches and consist of concrete, wood, other non-steel materials, or hollow space permanently attached to a top and bottom layer of galvanized or painted steel sheet or formed coil steel, the whole of which has been formed into a square or rectangle having a measurement of 24 inches on each side +/- 0.1 inch; 24 inches by 30 inches +/- 0.1 inch; or 24 by 36 inches +/- 0.1 inch. 8. Excluded from the investigation are the following types of steel poles, segments of steel poles, and steel components of those poles: • Steel Electric Transmission Poles, or segments of such poles, that meet (1) the American Society of Civil Engineers (ASCE) – Design of Steel Transmission Pole Structures, ASCE/SEI 48 or (2) the USDA RUS bulletin 1724E-214 Guide specification for standard class Steel Transmission Poles. The exclusion for steel electric transmission poles also encompasses the following components thereof: transmission arms which attach to poles; pole bases; angles that do not exceed 8” x 8” x 0.75”; steel vangs, steel brackets, steel flanges, and steel caps; safety climbing cables; ladders; and steel templates. • Steel Electric Substation Poles, or segments of such poles, that meet the American Society of Civil Engineers (ASCE) - Manuals and Reports on Engineering Practice No. 113. The exclusion for steel electric substation poles also encompasses the following components thereof: substation dead end poles; substation bus stands; substation mast poles, arms, and cross-arms; steel brackets, steel flanges, and steel caps; pole bases; safety climbing cables; ladders; and steel templates. • Steel Electric Distribution Poles, or segments of such poles, that meet (1) American Society of Civil Engineers (ASCE) – Design of Steel Transmission Pole Structures, ASCE/SEI 48, (2) USDA RUS bulletin 1724E-204 Guide specification for steel single pole and H-frame structures, or (3) ANSI 05.1 height and class requirements for steel poles. The exclusion for steel electric distribution poles also encompasses the following components thereof: distribution arms and cross-arms; pole bases; angles that do not exceed 8” x 8” x 0.75”; steel vangs, steel brackets, steel flanges, and steel caps; safety climbing cables; ladders; and steel templates. • Steel Traffic Signal Poles, Steel Roadway Lighting Poles, Steel Parking Lot Lighting Poles, and Steel Sports Lighting Poles, or segments of such poles, that meet (1) the American Association of State Highway and Transportation Officials (AASHTO) – Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, (2) any state or local derivatives of the AASHTO highway sign, luminaries, and traffic signals requirements, or (3) American National Standard Institute (ANSI) C136 - American National Standard for Roadway and Area Lighting Equipment standards. The exclusion for steel traffic signal poles, steel roadway lighting poles, steel parking lot lighting poles, and steel sports lighting poles also encompasses the following components thereof: luminaire arms; hand hole rims; hand hole covers; base plates that connect to either the shaft or the arms; mast arm clamps ; mast arm tie rods; transformer base boxes; formed full base covers that hide anchor bolts; step lugs; internal cable guides; lighting cross arms; lighting service platforms; angles that do not exceed 8” x 8” x 0.75”; stainless steel hand hole door hinges and wind restraints; steel brackets, steel flanges, and steel caps; safety climbing cables; ladders; and steel templates. • Communication Poles, or segments of such poles, that meet (1) Telecommunications Industry Association (TIA) ANSI/TIA-222 Structural Standards for Steel Antenna Towers and Antenna Supporting Structures, or (2) American Association of State Highway and Transportation Officials (AASHTO) – Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals. The exclusion for communication poles also encompasses the following components thereof: luminaire arms; hand hole rims; hand hole covers; base plate that connects the pole to the foundation or arm to the pole; safety climbing cables; ladders; service ground platforms; step lugs; pole steps; steel brackets, steel flanges, and steel caps; angles that do not exceed 8” x 8” x 0.75”, coax, and safety brackets; subcomponent kits for antenna mounts weighing 80 lbs. or less; service platforms; ice bridges; stainless steel hand hole door hinges and wind restraints; and steel templates. • OEM Round or Polygonal Tapered Steel Poles, segments or shaft components of such poles, that meet the (1) ASCE 48 or AASHTO, (2) ANSI/TIA 222, (3) ANSI 05.1, (4) RUS bulletin 1724E-204, or (5) RUS bulletin 1724E-214. The exclusion for OEM round or polygonal tapered steel poles also encompasses the following components thereof: subcomponent kits for antenna mounts weighing 80 lbs. or less; mounts and platforms; steel brackets, steel flanges, and steel caps; angles that do not exceed 8” x 8” x 0.75”; bridge kits; safety climbing cables; ladders; and steel templates. The inclusion or attachment of one or more of the above-referenced steel poles in a structure containing fabricated structural steel (FSS) does not remove the FSS from the scope of the investigation. No language included in this exclusion should be read or understood to have applicability to any other aspect of this scope or to have applicability to or to exclude any product, part, or component other than those specifically identified in the exclusion. 9. Also excluded from the scope of the investigation are Shuttering, Formworks, Propping and Shoring and parts and accessories thereof that comply with ANSI/ASSE A10.9 –Safety Requirements for Concrete and Masonry Work and ACI-347 – Recommended Practice for Concrete Formwork. For Shoring and propping made from tube, the outside diameter of the tubing covered by this exclusion ranges from 48mm to 250mm. For Shuttering and Formworks, the panel sizes covered by this exclusion range from 25mm X 600mm to 3000mm X 3000mm. The products subject to the investigation are currently classified in the Harmonized Tariff Schedule of the United States (HTSUS) under subheadings: 7308.90.3000, 7308.90.6000, and 7308.90.9590. The products subject to the investigation may also enter under the following HTSUS subheadings: 7216.91.0010, 7216.91.0090, 7216.99.0010, 7216.99.0090, 7222.40.6000, 7228.70.6000, 7301.10.0000, 7301.20.1000, 7301.20.5000, 7308.40.0000, 7308.90.9530, and 9406.90.0030. The HTSUS subheadings above are provided for convenience and customs purposes only. The written description of the scope of the investigation is dispositive. 3. This proceeding has been assigned case number A-201-850. 4. For imports of certain fabricated structural steel from Mexico, CBP shall suspend liquidation of such shipments entered, or withdrawn from warehouse, for consumption on or after 09/10/2019. Effective 09/10/2019, CBP shall require, for such entries, a cash deposit equal to the margins for the producers and/or exporters listed below: Producer and/or Exporter: Building Systems de Mexico, S.A. de C.V.: Case number: A-201-850-001 Cash deposit rate: 10.58% Producer and/or Exporter: Acero Technologia, S.A. de C.V.: Case number: A-201-850-003 Cash deposit rate: 16.96% Producer and/or Exporter: Construcciones Industriales Tapia S.A. de C.V.: Case number: A-201-850-004 Cash deposit rate: 16.96% Producer and/or Exporter: Estructuras Metalicas la Popular S.A. de C.V./MSCI: Case number: A-201-850-005 Cash deposit rate: 16.96% Producer and/or Exporter: Operadora CICSA, S.A de C.V. Swecomex-Guadalajara: Case number: A-201-850-006 Cash deposit rate: 16.96% All Others Case Number: A-201-850-000 Cash Deposit Rate: 0.00% 5. Commerce found that a de minimis dumping margin of 0.00 percent exists for imports of certain fabricated structural steel from Mexico that were exported and produced by Corey S.A. de C.V./Industrias Recal S.A. de C.V. (A-201-850-002). Therefore, CBP shall not suspend liquidation of such shipments entered, or withdrawn from warehouse, for consumption on or after 9/10/2019. Entries of subject merchandise from Corey S.A. de C.V./Industrias Recal S.A. de C.V. in any other producer/exporter combination, or by third parties that sourced subject merchandise from the excluded Corey S.A. de C.V./Industrias Recal S.A. de C.V. producer/exporter combination, are subject to cash deposit requirements . 6. If any entries of this merchandise are exported by a firm other than the producer, then the following instructions apply: A. If the exporter of the subject merchandise does not have its own rate but the producer has its own rate, the cash deposit rate will be the producer's rate. B. Where neither the exporter nor the producer has its own rate or the producer is unknown, use the all-others rate of 0.00 percent to establish the cash deposit rate. 7. If there are any questions by the importing public regarding this message, please contact the Call Center for the Office of AD/CVD Operations, Enforcement and Compliance, International Trade Administration, U.S. Department of Commerce at (202) 482-0984. CBP ports should submit their inquiries through authorized CBP channels only. (This message was generated by OIV:AN.) 8. There are no restrictions on the release of this information. Alexander Amdur

Frequently asked questions

What is CSMS 9259305?

CSMS 9259305 is a U.S. Customs and Border Protection (CBP) Cargo Systems Messaging Service bulletin titled "Notice of a preliminary determination in the antidumping duty investigation of certain fabricated structural steel from Mexico (A-201-850)". CSMS bulletins are the operational instructions CBP issues to brokers, importers, and ACE filers covering rate changes, system updates, scope guidance, and other day-to-day customs-operations changes.

When was CSMS 9259305 published?

CBP published CSMS 9259305 on September 16, 2019. The bulletin's instructions are typically operative as of the publication date unless the body specifies a different effective date.

Which AD/CVD cases does CSMS 9259305 affect?

CSMS 9259305 references 1 AD/CVD case (A-201-850). The links on this page take you to each linked order with its current scope, rates, and history.

Is the CBP CSMS the legally binding instruction?

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Cash deposit cascade, separate rates, all-others, and PRC-wide rates. Worked example on case A-570-910 (galvanized welded steel pipe from China) with three exporter-specific rates.