Article 6 - STEEL

Section 27-614

Section 27-614

  §  27-614  General  requirements.  Materials, design, and construction
methods  shall  meet  the  requirements  of  the   following   reference
standards:
  (a) Structural steel. Reference standard RS 10-5.
  (b) Light gauge cold formed steel. Reference standard RS 10-6.
  (c)   Open   web   steel  joists.  Reference  standard  RS  10-7.  The
commissioner  shall  amend  RS  10-7  to  establish  minimum  acceptable
fireproofing  methods  for  open  web  steel  joists and to redefine the
limitations or restrictions on the buildings or occupancies in which the
use of open web steel joists shall be permitted.

Section 27-615

Section 27-615

  §  27-615  Identification. Structural steel that is required to have a
minimum yield point greater than thirty-six thousand psi  shall  at  all
times  in  the  fabricator's  plant, be marked, segregated, or otherwise
handled  so  that  the  separate  alloys  and  tempers  are   positively
identified,  and  after  completion  of  fabrication, shall be marked to
identify the alloy  and  temper.  Such  markings  shall  be  affixed  to
completed  members  and  assemblies  or to boxed or bundled shipments of
multiple units prior to shipment from the fabricator's plant.  Open  web
steel  joists  shall  have identification affixed to each bundle or lift
showing size and type.

Section 27-616

Section 27-616

  § 27-616 Quality control. (a) Reference. The provisions of tables 10-1
and 10-2 shall apply.
  (b) Welding operations.
  (1)  Welding work shall be performed only by persons who have obtained
a license from the commissioner.
  (2) Where manual welding work is not performed  in  the  city  of  New
York,  welds  shall be made by welders qualified under the provisions of
appendix D, parts II and III, of the AWS code for  welding  in  building
construction.  Qualification with any of the steels permitted by the AWS
code shall be considered as qualification  to  weld  any  of  the  other
steels permitted by the code.
  (3)  Tack  welds,  which  are  later  incorporated into finished welds
carrying calculated stress, shall not be considered as structural welds.
  (4) The inspection of welding  operations  stipulated  in  table  10-2
shall include a check to ascertain that the welders employed on the work
have  the  required  license  or  who  are  qualified in accordance with
paragraph two of this subdivision.