door system.
a.
Positive deflection (wind uplift) - 76 mm
3 inches
b.
Negative deflection (live load) - 254 mm 10 inches
1.2.4
Connections
Design connections at top and bottom guide rails to withstand an external
and an internal wind load of not less than 1.54 kPa 33 psf, or the design
wind load for the building, whichever is greater, and a seismic load equal
to 0.5 times the weight of the door.
1.2.5
Cold-Formed Steel Members
Cold-formed steel main members and girts shall be not less than 6 mm 1/4
inch thick.
1.3
SUBMITTALS
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NOTE: Submittals must be limited to those necessary
for adequate quality control. The importance of an
item in the project should be one of the primary
factors in determining if a submittal for the item
should be required.
A "G" following a submittal item indicates that the
submittal requires Government approval. Some
submittals are already marked with a "G". Only
delete an existing "G" if the submittal item is not
complex and can be reviewed through the Contractor's
submittal is sufficiently important or complex in
context of the project.
For submittals requiring Government approval on Army
projects, a code of up to three characters within
the submittal tags may be used following the "G"
designation to indicate the approving authority.
Codes for Army projects using the Resident
Management System (RMS) are: "AE" for
Architect-Engineer; "DO" for District Office
(Engineering Division or other organization in the
District Office); "AO" for Area Office; "RO" for
Resident Office; and "PO" for Project Office. Codes
following the "G" typically are not used for Navy
projects.
Submittal items not designated with a "G" are
considered as being for information only for Army
projects and for Contractor Quality Control approval
for Navy projects.
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Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are [for Contractor Quality Control
approval.][for information only. When used, a designation following the
"G" designation identifies the office that will review the submittal for
SECTION 08342
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