LARGE OFFICERS CLUB
7-3.6 STEP F - STRUCTURAL FRAMING
7-3.6.1 Structure:
Alternative
1 uses bearing and shear walls in
c o m b i n a t i o n with steel beams and
girders.
I n t e r i o r s h e a r w a l l s are
n e c e s s a r y , and wide span framing
is used to maintain adequate fl e x i b i l i t y .
A l t e r n a t i v e 2 uses a two-way rigid
frame for maximum f l e x i b i l i t y .
7 - 5 . 7 STEP G - SUBSYSTEM CHOICES
7-5.7.1
H.V.A.C.:
System
appropriate
to
climate.
7-5.7.2 Envelope:
M a s o n r y or concrete for load bearing and shear wall
structure.
Non-load b e a r i n g m a s o n r y o r i n s u l a t e d p a n e l i n f i l l f o r r i g h t
frame structure.
7-5.7.3
Interior
partitions:
Non-load
bearing
replaceable.
7-4.7.4
Ceiling:
Systems
appropriate
to
design
requirements.
7-4.7.5
Lighting:
Systems
appropriate
to
design
requirements.
7-38
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