protection.
component to receive fireproofing, and whether the
component is restrained or unrestrained as specified
in UL Fire Resist Dir.
3. Fire protection other than that specified in
this section for equivalent masonry, concrete or
plaster fire protection on outside surfaces of
exterior structural peripheral members.
4. Bearing members which do not require fire
protection including structural steel and underside
of steel decks in elevator machine rooms, and steel
bearing members in elevator hoistways.
**************************************************************************
All structural steel, and undersides of steel floors (if required) and
steel roof decks (if required) shall be protected with spray-applied
fireproofing to a fire resistance hour-rating as indicated in the preceding
paragraph, unless otherwise indicated.
1.9
PRE-INSTALLATION CONFERENCE
The Contractor shall hold a meeting with the installer, field testing
agency, the manufacturer, subcontractors (whose employees come into contact
with the fireproofing), and the Contracting Officer prior to the
installation of any fireproofing material to review the substrates for
acceptability, method of application, applied thickness, patching, repair,
inspection and testing procedures.
PART 2
PRODUCTS
2.1
SPRAY-APPLIED FIREPROOFING
Spray-applied fireproofing material, including sealer, shall conform to
ASTM E 1042, Class (a), Category A, either Type I or Type II, except that
the dust removed shall not exceed 0.027 gram per square meter 0.0025 gram
per square foot of fireproofing material applied as specified in the
project. Only Type I fireproofing is allowed in waterfront areas where the
fireproofing may be directly exposed to a natural body of water. Material
shall be asbestos free, and shall resist fungus for a period of 28 days
when tested in accordance with ASTM G 21. Material shall have a flame
spread of 25 or less and a smoke developed rating of 50 or less when tested
in accordance with ASTM E 84.
2.1.1
Dry Density and Cohesion/Adhesion
**************************************************************************
NOTE: For Navy projects use the table in NAVFAC's
guide specification, since the numbers in the table
were provided by the manufacturer's when the spec
was developed. Otherwise, include the same numbers
into these paragraphs. The wording in the
definitions contained in NAVFAC's guide
specification should be included in these
paragraphs, to avoid misinterpretations.
**************************************************************************
SECTION 07810
Page 9