joint tape may be provided in lieu of cover plates on flat-surfaced decking
2.2.7
Sump Pans
**************************************************************************
NOTE: Coordinate sump pans with type of roof drain
specified.
**************************************************************************
Sump pans shall be provided for roof drains and shall be minimum 2 mm 0.075
inch thick steel, [flat] [recessed] type. Sump pans shall be shaped to
meet roof slope by the supplier or by a sheet metal specialist. Bearing
flanges of sump pans shall overlap steel deck a minimum of 75 mm 3 inches.
Opening in bottom of pan shall be shaped, sized, and reinforced to receive
roof drain.
2.2.8
Column Closures
Sheet metal, minimum 0.85 mm 0.0358 inch thick or metal rib lath.
2.2.9
Access Hole Covers
Sheet metal, minimum 1.2 mm 0.0474 inch thick.
2.2.10
Hanger
**************************************************************************
NOTE: Location, spacing, and size of hangar clips
or loops must be indicated or specified, as
applicable to the project.
**************************************************************************
Provide clips or loops for [utility systems] [and] [suspended ceilings] of
one or more of the following types:
a.
Lip tabs or integral tabs where noncellular decking or flat plate
of cellular section is 1.2 mm 0.0474 inch thick or more, and a
structural concrete fill is used over deck.
b.
Slots or holes punched in decking for installation of pigtails.
c.
Tabs driven from top side of decking and arranged so as not to
pierce electrical cells.
d.
Decking manufacturer's standard as approved by the Contracting
Officer.
2.2.11
Shear Connectors
**************************************************************************
NOTE: Designer shall determine the necessity for
shear connectors as per AISC ASD Spec S335.
Designer shall show the size, spacing, and location
of the shear connectors.
**************************************************************************
Shear connectors shall be [headed stud type, ASTM A 108, Grade 1015 or
1020, cold finished carbon steel with dimensions complying with AISC 335]
SECTION 05310
Page 12
Previous Page
