Enforcement and Compliance, International Trade Administration, Department of Commerce.
The Department of Commerce (Commerce) preliminarily determines that certain fabricated structural steel (fabricated structural steel) from Canada is not being, or is not likely to be, sold in the United States at less than fair value (LTFV). The period of investigation (POI) is January 1, 2018 through December 31, 2018. Interested parties are invited to comment on this preliminary determination.
Applicable September 10, 2019.
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FOR FURTHER INFORMATION CONTACT:
David Goldberger or Ajay Menon, AD/CVD Operations, Office II, Enforcement and Compliance, International Trade Administration, U.S. Department of Commerce, 1401 Constitution Avenue NW, Washington, DC 20230; telephone: (202) 482-4136 or (202) 482-1993, respectively.
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This preliminary determination is made in accordance with section 733(b) of the Tariff Act of 1930, as amended (the Act). Commerce published the notice of initiation of this investigation on March 4, 2019.
On July 1, 2019, Commerce postponed the preliminary determination of this investigation and the revised deadline is now September 3, 2019.
For a complete description of the events that followed the initiation of this investigation, see the Preliminary Decision Memorandum.
A list of topics included in the Preliminary Decision Memorandum is included as Appendix II to this notice. The Preliminary Decision Memorandum is a public document and is on file electronically via Enforcement and Compliance's Antidumping and Countervailing Duty Centralized Electronic Service System (ACCESS). ACCESS is available to registered users at https://access.trade.gov, and to all parties in the Central Records Unit, room B8024 of the main Commerce building. In addition, a complete version of the Preliminary Decision Memorandum can be accessed directly at http://enforcement.trade.gov/frn/. The signed and the electronic versions of the Preliminary Decision Memorandum are identical in content.
Scope of the Investigation
The product covered by this investigation is fabricated structural steel from Canada. For a complete description of the scope of this investigation, see Appendix I.
In accordance with the preamble to Commerce's regulations,
the Initiation Notice set aside a period of time for parties to raise issues regarding product coverage (i.e., scope).
Certain interested parties commented on the scope of the investigation as it appeared in the Initiation Notice. For a summary of the product coverage comments and rebuttal responses submitted on the record for this preliminary determination, and accompanying discussion and analysis of all comments timely received, see the Preliminary Scope Decision Memoranda.
Commerce is preliminarily modifying the scope language as it appeared in the Initiation Notice. See the revised scope in Appendix I to this notice.
Commerce is conducting this investigation in accordance with section 731 of the Act. Commerce has calculated export prices in accordance with section 772(a) of the Act. Commerce calculated constructed export prices have been calculated in accordance with section 772(b) of the Act. Normal value is calculated in accordance with section 773 of the Act. For a full description of the methodology underlying the preliminary determination, see the Preliminary Decision Memorandum.
For this preliminary determination, Commerce calculated a zero or de minimis estimated weighted-average dumping margin for each individually examined producer and/or exporter of the subject merchandise. Consistent with section 733(b)(3) of the Act, Commerce disregards de minimis rates and preliminarily determines that these individually examined respondents with de minimis rates have not made sales of subject merchandise at LTFV.
|Exporter/producer||Estimated weighted- average
|Les Constructions Beauce-Atlas, Inc 7||0.69 (de minimis).|
|Canatal Industries, Inc||0.00.|
Consistent with section 733(d) of the Act, Commerce has not calculated an estimated weighted-average dumping margin for all other producers and exporters because it has not made an Start Printed Page 47482affirmative preliminary determination of sales at LTFV.
Suspension of Liquidation
Because Commerce has made a negative preliminary determination of sales at LTFV with regard to subject merchandise, Commerce will not direct U.S. Customs and Border Protection to suspend liquidation or to require a cash deposit of estimated antidumping duties for any such entries.
Commerce intends to disclose its calculations and analysis performed to interested parties in this preliminary determination within five days of any public announcement or, if there is no public announcement, within five days of the date of publication of this notice in accordance with 19 CFR 351.224(b).
As provided in section 782(i)(1) of the Act, Commerce intends to verify the information relied upon in making its final determination.
Case briefs or other written comments may be submitted to the Assistant Secretary for Enforcement and Compliance no later than seven days after the date on which the last verification report is issued in this investigation. Rebuttal briefs, limited to issues raised in case briefs, may be submitted no later than five days after the deadline date for case briefs.
Pursuant to 19 CFR 351.309(c)(2) and (d)(2), parties who submit case briefs or rebuttal briefs in this investigation are encouraged to submit with each argument: (1) A statement of the issue; (2) a brief summary of the argument; and (3) a table of authorities.
Interested parties may address Commerce's preliminary scope determinations in scope briefs which may be submitted no later than 21 days after the publication of the preliminary antidumping duty (AD) determinations on fabricated structural steel from Canada, China, and Mexico in the Federal Register. Scope rebuttal briefs, limited to issues raised in the scope case briefs, may be submitted no later than five days after the deadline for the scope case briefs. These deadlines, which are based on publication in the Federal Register of the preliminary determinations in the AD investigations of fabricated structural steel, apply to both the on-going AD and countervailing duty (CVD) fabricated structural steel investigations. Thus, there is only one briefing schedule for scope case and rebuttal briefs in the AD and CVD fabricated structural steel investigations. For all scope issues, parties must file separate and identical documents on the records of all of the ongoing AD and CVD investigations of fabricated structural steel from Canada, China, and Mexico through ACCESS. No new factual information may be included in scope case or rebuttal briefs.
Parties should include all arguments about scope-related issues in the scope case and rebuttal briefs. Commerce does not intend to permit arguments about scope-related issues in the investigation-specific case and rebuttal briefs regarding other issues. Should these investigations result in the imposition of orders, interested parties may submit requests for a scope ruling after the publication of any such orders in the Federal Register.
Pursuant to 19 CFR 351.310(c), interested parties who wish to request a hearing, limited to issues raised in the case and rebuttal briefs, must submit a written request to the Assistant Secretary for Enforcement and Compliance, U.S. Department of Commerce, within 30 days after the date of publication of this notice. Requests should contain the party's name, address, and telephone number, the number of participants, whether any participant is a foreign national, and a list of the issues to be discussed. If a request for a hearing is made, Commerce intends to hold the hearing at the U.S. Department of Commerce, 1401 Constitution Avenue NW, Washington, DC 20230, at a time and date to be determined. Parties should confirm by telephone the date, time, and location of the hearing two days before the scheduled date.
Postponement of Final Determination
Section 735(a)(2)(B) of the Act provides that a final determination may be postponed until not later than 135 days after the date of the publication of the preliminary determination if, in the event of a negative preliminary determination, a request for such postponement is made by the petitioner. On July 23, 2019, the petitioner requested that Commerce postpone the final determination.
In accordance with section 735(a)(2)(B) of the Act, because the preliminary determination is negative, and the petitioner has requested the postponement of the final determination, Commerce is postponing the final determination. Accordingly, Commerce will make its final determination by no later than 135 days after the date of publication of this preliminary determination, pursuant to section 735(a)(2) of the Act.
International Trade Commission Notification
In accordance with section 733(f) of the Act, Commerce will notify the International Trade Commission (ITC) of its preliminary determination. If the final determination is affirmative, the ITC will determine 75 days after the final determination whether these imports are materially injuring, or threaten material injury to, the U.S. industry.
Notification to Interested Parties
This determination is issued and published in accordance with sections 733(f) and 777(i)(1) of the Act and 19 CFR 351.205(c).
Dated: September 3, 2019.
Jeffrey I. Kessler,
Assistant Secretary for Enforcement and Compliance.
Scope of the Investigation
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 Start Printed Page 47483with 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 CFR 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.Start Printed Page 47484
The HTSUS subheadings above are provided for convenience and customs purposes only. The written description of the scope of the investigation is dispositive.
List of Topics Discussed in the Preliminary Decision Memorandum
III. Period of Investigation
IV. Postponement of the Final Determination
V. Scope Comments
VI. Scope of the Investigation
VII. Affiliation and Collapsing
VIII. Discussion of the Methodology
IX. Date of Sale
X. Universe of Sales Examined
XI. Product Comparisons
XII. Export Price/Constructed Export Price
XIII. Normal Value/Constructed Value
XIV. Currency Conversion
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[FR Doc. 2019-19511 Filed 9-9-19; 8:45 am]
BILLING CODE 3510-DS-P