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
the Government.] The following shall be submitted in accordance with
Section 01330 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Precast/Prestressed Units[; G][; G, [_____]]
Detail drawings shall consist of erection instructions and the
following as applicable:
a.
Anchorage for work of other trades.
b.
Anchorage to supporting construction, if required by the
design.
c. Headers for openings where additional structural work is
required.
d. Joints between units and between units and other
construction.
e.
Reinforcing including prestressing steel details.
f.
Pick-up points for handling units.
g. Minimum concrete compressive strengths at initial
prestress and 28 days, initial prestress to be applied, and
minimum release strength.
h. Shoring, unless structural computations are submitted
showing that allowable concrete stresses during the work will not
be exceeded when shoring is not used.
i.
Layout plan and member identification marks.
SD-03 Product Data
Precast/Prestressed Units
Complete design analysis and load charts signed by a
professional engineer and in booklet form for the units to be
furnished. Analysis shall include mixture proportion; concrete
strength; stress calculations; complete camber calculation showing
initial camber, estimated long term camber, and anticipated long
term camber and deflection. Design analysis shall indicate which
code the design was based on.
SECTION 03410A
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