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 submittal shall incorporate the corrections and
or schedule reference for materials, size,
comments noted on the 100% submittal.
thickness, welds, embedments, threaded
parts, projections, etc.,
g. Diaphragm deck type, gauge, yield strength,
minimum number of spans or length,
fastener type and pattern,
h.Applicable special notes and instructions,
i. Graphic scales.
2.4.1.6 Schedules:
a. Provide all information/instructions for
fabrications, forming, placement, erection,
installation,
etc.
necessary
for
construction.
b.Schedules for beams, lintels, joist, trusses,
frames,
piles,
caissons,
footings,
pile/caisson caps, grade beams, slabs, etc.
c. Calculated
column
loads,
beam
shear/reaction and moments, footing
pressures, pile/caisson capacities/loads
(vertical and horizontal) etc.
d.Special instructions, materials, process, etc.
2.4.1.7 Other Drawings:
a. Layout of structural systems for special
fabrications and construction such as
space trusses/frames, long span trusses,
vierendeel trusses, shells, towers, fabric
structures, etc.
b.Temporary
structures
to
be
dismantled/relocated
2.4.2 Calculations: Calculations shall include
the analysis and design of all (major cost
contributing elements) beams, columns, walls,
foundations, slabs, bracing, diaphragms,
equipment supports, etc. and the connections to
each other to provide a safe, stable, efficient and
cost effective structural system. An adequate
number of sketches with sufficient detail to make
the designers intentions clear, concise and easily
understandable shall be provided.
All
assumptions and references to codes, standards,
criteria, drawings and computer outputs shall be
noted as necessary.
2.5
FINAL SUBMITTAL:
The final
STRUCTURAL SUBMITTAL REQUIREMENTS
14-5
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