requirements.
b. Certification that materials used in the installation are
mill certified.
c. Previous certification of SSSMR system tested under the
Corps of Engineers' Standard Test Method in lieu of ASTM E 1592
testing.
d. Certification that the sheets to be furnished are
produced under a continuing quality control program and that a
representative sample consisting of not less than three pieces has
been tested and has met the quality standards specified for
factory color finish.
e. Certification of installer.
Installer certification
shall be furnished.
f. Warranty certificate. At the completion of the project
the Contractor shall furnish signed copies of the 5-year Warranty
for Structural Standing Seam Metal Roof (SSSMR) System, a sample
copy of which is attached to this section, [and] the 20-year
Manufacturer's Material Warranties, [and the manufacturer's
20-year system weathertightness warranty].
Insulation
Certificate attesting that the polyisocyanurate insulation
furnished for the project contains recovered material, and showing
an estimated percent of such recovered material.
1.3
GENERAL REQUIREMENTS
**************************************************************************
NOTE: Metal roof panels are capable of spanning the
structural supports and resisting snow, dead, live,
concentrated, and wind loads without benefit of
additional substrate materials. Substrates provided
in conjunction with SSSMR systems are not a
requirement of this specification and are referred
to as roof decks.
For Government designed buildings, the roof framing
system must show necessary structural framing
members, purlins, or subpurlins to accommodate
concealed anchor clip spacing. Concealed anchor
clip spacing cannot exceed 760 mm (30 inches) on
center in the high wind areas, generally at eaves,
rakes, and ridges, and 1.4 m (5'-0") on center for
the remainder of the roof. All concealed anchor
clips must be attached to the framing system. Clip
attachments to metal decks or other substrates are
not permitted.
Valleys must be properly designed to ensure that
water does not travel up under the offset cleat
where the panel terminates. Valley backup plates
shall be large enough to carry the valley flashing
and the panel terminations. Subpurlins must have
SECTION 07416A
Page 9
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