General principles of economy in the design of a
building structure should apply to the design of club facilities.
diversity in range of total building sizes and individual space areas is
s u c h that each buiIding design should be considered on an individual
M i n i m u m design requirements for structural design are established
DOD 4270.1-M, Section 6-3, and TM 5-809-1 through 11 series which
i d e n t i f i e s governing codes and service manuals and applicable
specifications related to specific materials.
4-2.2 SPECIAL CONDITIONS:
A d d i t i o n a l l y , recognition should be accorded
special conditions that apply to a specific project location.
c o n d i t i o n s may include climatic considerations such as:
( i n c l u d i n g typhoons and hurricanes), snow loading, and permafrost
( p e r m a n e n t l y frozen ground).
Geologic conditions will affect the design of
f o u n d a t i o n s , a n d seismic conditions are important special con d i t i o n s .
T h e s e conditions are addressed in the design standards establi shed by
T M 5-809-1 through-11.
The design criteria in Table 4-1 w i I I require
4-2.3 DESIGN CRITERIA:
evaluation and determination for alI club faciIities based on t h e
individual needs of each faciIity.
Comments related to each
s u g g e s t issues that may dictate the definition of specific requirements.
D e t e r m i n e d by project architect or en-
i n c l u d e character of the region, the
character of adjoining buildings on the
i n s t a l I a t i o n , and the desired design
image for the faciIity.
This may be established by the wish to
i n c o r p o r a t e pre-designed subsystems
within the building, e.g., ceilings,
e t c . , w h i c h have limited
G o v e r n e d by required span, loading,
m a t e r i a l , and the need to accommodate
h o r i z o n t a l members.
o t h e r components of the buiIding with-
in the structural envelope.