UFC 4-133-01N
24 February 2005
Including changes 1 and 2, 7 March 2007
will be 50.8 mm (2 in) diameter with 150 SCFM, 7.62 m (25 ft) long
with tool attachments rated for 3.5 in. Hg.
h. Provide floor-mounted mop sink, floor drain, hot water heater, and
central vacuum system.
i.
At briefing room: Provide kitchen-type sink and electric water
cooler.
j.
Floor drains are not provided on the outside deck. Deck will be
sloped to exterior for positive drainage.
k.
If a mechanical room is located under the tower cab, provide floor
drain, deionized water system for the humidifier (if required by
climate and water source), and hot water heater for the tower cab.
Provide water closet lavatory.
l.
Tower cab: Provide stainless steel sink, chilled water bubbler,
insta-hot, kitchen-type faucet. Provide freeze proof wall hydrant on
catwalk. All pipe routings between the roof and tower cab floor will
be routed in rear structural mullions.
m. Roof tower cab: Provide roof drain and overflow roof
n. Drain to storm drain. All pipe routings between the roof and tower
cab floor will be routed in rear structural mullions. Note: "rear" is
defined as the mullions adjacent and above the cab stairwell.
These two mullions are exposed during initial construction. The
front mullions should be reserved as spares for future expansion to
the greatest extent possible.
2-5.6
Design Dead Loads
a. Dead loads are defined as the weight of all permanent structural
and nonstructural components of the building, such as walls, floors,
roofs, ceilings, finishes, stairways, and fixed service, mechanical,
and utility equipment, including forces caused by prestressing.
b. In estimating dead loads for the purposes of the structural design,
the actual weight and materials in construction will be used.
c.
The weights of all partitions will be considered as dead loads, and
will be estimated in accordance with the partition layouts shown in
the design documents. In the absence of definitive (non-
loadbearing) partition layouts, a unit value of 0.96 kn/m2 (20 psf) on
the floor area will be used in the design.
2-5.7
Design Live Loads
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