8. Sag table(s) for the specific conductor, the
ruling span(s) and the loading zone.
9. The mechanical strength of crossarms,
insulators, pins, guys and anchors must be
engineered for each job and the dimensions,
materials, and other descriptions covered by
drawings. Strength requirements of IEEE C2 are
minimum.
**************************************************************************
PART 1
GENERAL
1.1
REFERENCES
**************************************************************************
NOTE: Issue (date) of references included in
project specifications need not be more current than
provided by the latest guide specification. Use of
SpecsIntact automated reference checking is
recommended for projects based on older guide
specifications.
**************************************************************************
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
ALLIANCE FOR TELECOMMUNICATIONS INDUSTRY SOLUTIONS (ATIS)
ATIS O5.1
(2002; R 2003) Specifications and
Dimensions (for Wood Poles)
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
ANSI C135.14
(1979) Staples with Rolled or Slash Points
for Overhead Line Construction
AMERICAN WOOD-PRESERVERS' ASSOCIATION (AWPA)
AWPA C1
(2000) All Timber Products - Preservative
Treatment by Pressure Processes
AWPA C25
(2001) Sawn Crossarms - Preservative
Treatment by Pressure Processes
AWPA C4
(1999) Poles - Preservative Treatment by
Pressure Processes
ASME INTERNATIONAL (ASME)
ASME B16.11
(2002) Forged Fittings, Socket-Welding and
Threaded
ASTM INTERNATIONAL (ASTM)
ASTM A 123/A 123M
(2002) Zinc (Hot-Dip Galvanized) Coatings
on Iron and Steel Products
SECTION 16301N
Page 6
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