C E N T R A L S T A T E S M A N U F A C T U R I N G , I N C .
E f f e c t i v e 0 1 / 2 0 2 1 • I n f o r m a t i o n s u b j e c t t o c h a n g e
15
THIS SECTION IS INTENDED FOR YOUR CONCRETE FOUNDATION SPECIALIST
ANCHOR BOLT PROJECTION
1. The metal building manufacturer is responsible for the
design of the anchor bolt diameter only to permit the transfer
of forces between the base plate and the anchor bolt in shear,
bearing and tension, but is not responsible for the anchor bolt
embedment for transfer of forces to the foundation. The metal
building manufacturer does not design and is not responsible
for the design, material and construction of the foundation
embedments. The end use customer should assure himself that
adequate provisions are made in the foundation design for loads
imposed by column reactions of the building, other imposed
loads, and bearing capacity of the soil and other conditions of
the building site. It is recommended that the anchorage and
foundation of the professional engineer experienced in the
design of such structures, (section a3 mbma 2006 metal building
systems manual).
2. Bottom of all base plate are at the same elevation.
(Unless noted)
PROJ
STEEL LINE
See Plan
3"
4"
2"
8"
5"
4"
8"
EW
SW
SW
1
3/4
"
1
7/8
"
1
7/8
"
Dia = 1/2"
Dia = 1/2"
Dia = 1/2"
Detail A
Detail B
Detail C
8"
See Plan
EW
8"
3"
4"
2"
1
3/4
"
Summary of Contents for Centra Series
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