requirements.
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The minimum roof design live load shall be one kPa 20 psf.
1.3.2.3
Thermal Movement
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NOTE: Insert design low temperature for the project
location as obtained from Joint Services Manual
NAVFAC P-89, TM5-785, AFM 88-29, "Engineering
Weather Data." Select first bracketed option for
unpainted finish and light colors, select second
bracketed option for dark colors.
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System shall be capable of withstanding thermal movement based on a
temperature range of 5 degrees C 10 degrees F below [_____] degrees C F and
[60 degrees C140 degrees F.] [80 degrees C180 degrees F.]
1.3.2.4
Deflection
Panels shall be capable of supporting design loads between unsupported
spans with deflection of not greater than L/180 of the span.
1.3.3
Structural Performance
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NOTE: Full scale testing is required to certify the
adequacy of the SSMRS. Once a SSMRS is certified
for a specific loading condition, that certification
may be used for future projects.
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The structural performance test methods and requirements of the Standing
Seam Roofing Systems (SSRS) shall be in accordance with ASTM E 1592.
1.4
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"
SECTION 07611N
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