Section 27-324. Protection of structural members  


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  • Columns, girders, trusses,
      beams, lintels, etc. that are required to be fire  protected,  and  that
      support  only  one  floor  or a roof, and/or a non-bearing wall not more
      than one story high, shall be individually encased  on  all  sides  with
      materials  having  the  required  fire-resistance  rating;  or  shall be
      protected by a ceiling as specified in section 27-327  of  this  article
      having  the  required fire-resistance rating; or shall be protected by a
      combination of both a ceiling and individual encasement which, together,
      provide the required fire-resistance rating. Columns, girders,  trusses,
      beams,  lintels,  etc.  that are required to be fire protected, and that
      support more than one floor or support a bearing wall or wall more  than
      one  story  high,  shall  be individually encased on all sides for their
      entire  length  or   height   with   materials   having   the   required
      fire-resistance  rating.  Trusses  that  support only two stories or one
      story and a roof may be fire protected by an envelope  that  encompasses
      the entire truss with materials of the required fire-resistance rating.
        (a) Embedments and enclosures. Pipes, wires, conduits, ducts, or other
      service facilities shall not be embedded in the required fire protection
      of  a  structural  member  that  is required to be individually encased;
      except that pipes, wires, and conduits may be  installed  in  the  space
      between   the   required  fire  protection  and  the  structural  member
      protected, provided that where such facilities pierce the required  fire
      protection,  the area of the penetrations does not exceed two percent of
      the area of the fire protection on any one face,  the  penetrations  are
      closed  off  with  close-fitting  metal  escutcheons  or  plates and the
      concealed space shall be firestopped at each story  in  accordance  with
      the provisions of section 27-345 of article five of this subchapter.
        (b)  Impact  protection.  Where  the  fire  protective  covering  of a
      structural member is subject to impact damage from moving vehicles,  the
      handling of merchandise, or other activity, the fire protective covering
      shall  be protected by corner guards or by a substantial jacket of metal
      or other noncombustible material, to a height adequate to  provide  full
      protection.  Where  applicable,  such  protection  shall  be designed in
      accordance with the requirements of section 27-558 of article  three  of
      subchapter nine of this chapter.
        (c) Structural members in cavity walls. Where structural members occur
      within exterior cavity walls, portions of such structural members facing
      the  exterior need not be individually fire protected if the outer width
      of the cavity wall provides the required fire-resistance rating  and  is
      located  not  more  than  two  and  one-half inches from such structural
      members, and  if  all  surfaces  of  the  structural  members  are  fire
      protected  from  the  interior  of  the building by materials having the
      required fire-resistance rating.
        (d) Prestressing steel. Minimum covering of prestressing  steel  shall
      comply with the requirements of reference standard RS 5-15.
        (e) Exterior Exposed Structural Members. Structural members exposed to
      the  outdoors on buildings that do not exceed two stories or thirty feet
      in height, which are required by table 3-4  to  have  a  fire-resistance
      rating  not exceeding one hour, need not be protected on any face of the
      member that has an exterior separation of thirty feet or more,  provided
      the  outdoor area within the thirty feet separation distance is not used
      for storage of materials, or for motor vehicle parking.
        (f) Inspection of fire protection. The installation  of  all  required
      sprayed-on fire protection of structural members except those encased in
      concrete  shall  be subject to the controlled inspection requirements of
      section 27-132 of article seven of subchapter one of this code.
        (g)  Inspection  of  existing  sprayed-on   fire   protection   during
      alterations  in office spaces and in occupancy group E spaces. In office
    
      spaces and spaces classified in occupancy group E, where  an  alteration
      exposes  any  required sprayed-on fire protection of structural members,
      or where, pursuant to an alteration persons are  required  to  enter  or
      access  areas  in  which  such  sprayed-on fire protection is capable of
      being observed, the existing required spray-on fire protection shall  be
      subject  to  the controlled inspection requirements of section 27-132 of
      this code. Such controlled inspection shall require a determination  (i)
      that  the  existing  sprayed-on fire protection as originally applied or
      installed complies  with  the  applicable  requirements  of  this  code,
      including  those  for  installation  methods,  materials,  thickness and
      coverage; and (ii) that, since its original application,  the  integrity
      of  the  existing  sprayed-on  fire protection has not been compromised,
      damaged  or  displaced  by  the  current  alteration  or  by  any  prior
      alteration or other event.