Delivery inspection list
SD-07 Certificates
MSDS and CIS
1.3
DELIVERY AND STORAGE
Open-stack untreated timber and lumber material on skids at least 300 mm 12
inches aboveground, in a manner that will prevent warping and allow
shedding of water. Close-stack treated timber and lumber material in a
manner that will prevent long timbers or preframed material from sagging or
becoming crooked. Keep ground under and within 1.5 m 5 feet of such piles
free of weeds, rubbish, and combustible materials. Protect materials from
weather. Handle treated timber with ropes or chain slings without dropping,
breaking outer fibers, bruising, or penetrating surface with tools. Do not
use cant dogs, peaveys, hooks, or pike poles. Protect timber and hardware
from damage.
1.4
QUALITY ASSURANCE
1.4.1
MSDS and CIS
Provide Material Safety Data Sheets (MSDS) and Consumer Information Sheets
(CIS) associated with timber pile preservative treatment. Contractor shall
comply with all safety precautions indicated on MSDS and CIS.
1.4.2
Timber Preservative Inspection
Submit the inspection report of an independent inspection agency, for
approval by the Contracting Officer, that offered products complying with
applicable AWPA Standards. Identify treatment on each piece by the quality
mark of an agency accredited by the Board of Review of the American Lumber
Standard Committee.
1.4.3
Delivery Inspection List
Field inspect and submit a verification list of each treated timber member
and each strapped bundle of treated lumber indicating the wording and
lettering of the quality control markings, the species and the condition of
the wood. Do not incorporate materials damaged in transport from plant to
site. Inspect all preservative-treated wood, visually to ensure there are
no excessive residual materials or preservative deposits. Material shall
be clean and dry or it will be rejected due to environmental concerns.
PART 2
PRODUCTS
2.1
MATERIALS
2.1.1
Lumber and Timbers
2.1.1.1
Solid Sawn
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NOTE: Specify stress rating or assure that stress
rating is shown on the drawings. Allow a design
factor for reduction of tensile strength due to
preservative treatment.
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SECTION 02398
Page 6
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