[and] [or] [strap type, ASTM A 570/A 570M, Grade D, hot-rolled carbon
steel].
[2.2.12
Mechanical Fasteners
**************************************************************************
NOTE: Delete this paragraph when only welding is
allowed.
**************************************************************************
Provide mechanical fasteners, such as powder actuated or pneumatically
driven fasteners, for anchoring the deck to structural supports and
adjoining units that are designed to meet the loads indicated. Provide
positive locking-type fasteners standard with the Steel Deck Institute and
the steel deck manufacturer, as approved by the Contracting Officer.
]2.2.13
Miscellaneous Accessories
**************************************************************************
NOTE: Ensure that items listed in this paragraph
are indicated on the project drawings.
**************************************************************************
The manufacturer's standard accessories shall be furnished as necessary to
complete the deck installation. Metal accessories shall be of the same
material as the deck and have minimum design thickness as follows: saddles,
1.204 mm (0.0474 inch); 0.0474 inch; welding washers, 1.519 mm (0.0598
inch); 0.0598 inch; cant strip, 0.749 mm (0.0295 inch);0.0295 inch; other
metal accessories, 0.909 mm (0.0358 inch);0.0358 inch; unless otherwise
indicated. Accessories shall include but not be limited to saddles,
welding washers, fasteners, cant strips, butt cover plates, underlapping
sleeves, and ridge and valley plates.
2.3
FABRICATION
2.3.1
Deck Units
**************************************************************************
NOTE: Cellular and noncellular decking may or may
not be combined into one deck system. If only one
type is used, delete the other type. Where deck
design is based on shored construction, edit and
include requirements in the last bracketed sentence
and indicate on structural drawings that decking
must be shored during placement and curing of
concrete.
**************************************************************************
**************************************************************************
NOTE: The steel deck shall be designed according to
SDI Pub No. 30 Verify grades of steel are
appropriate for design. SDI allows ASTM A 653/A
653M, Grade 230 Grade 33; ASTM A 1008, Grades C and
D; or ASTM A 792/A 792M. Phosphatized and painted
coating is not recommended for the majority of
applications. The steel deck specified in this guide
specification will be used in conjunction with
insulation and built-up roofing in accordance with
TM 5-805-14, Roofing and Waterproofing, or will be
used as a permanent form for concrete or as part of
SECTION 05310
Page 13
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