d.
Live
load.
Roofs:
Determined by use, geographic,
c l i m a t i c and seismic data.
Floor:
(Figures interpolated from TM 5-809-1.)
L o a d in p . s . f .
Space
1-
Entry
100
2-
100
Dining
3-
Bar
100
Kitchen
4-
100
Ballroom/Multi-Use
5-
125
-
Party Room
100
6
7-
R e c r e a t i o n Room, Quiet
60
8-
R e c r e a t i o n Room, Noisy
100
50
9-
Administration
Space
l0-
Rest Room
50
125
11-
Storage
12-
150
Maintenance Space
13-
M e c h a n i c a l Space
75
14-
Locker Rooms
75
Circulation Space
100
e.
P r i m a r y and secondary spans determined
S p a n Ranges. Roof:
by occupancy requirements, and economy.
.
F o r upper floors, determined by
Floor:
o c c u p a n c y requirements of the floor
b e l o w , and by economy, e.g., spans of a
s e c o n d floor wiII be determined by
first floor occupancy requirements to
t h e extent columns can be tolerated,
c o m b i n e d with appropriate economy.
f.
Most economical bay.
B a y sizes will be determined by
o c c u p a n c y and the need to provide for
c h a n g e in occupancy.
Cantilevers.
D e t e r m i n e d by A/E design.
9.
h.
Vertical module.
N o t c o n t r o l l i n g , s i n c e most of these
facilities are of single or two-story
configuration.
4-5
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