Telephone: (805) 982-4984
There are probably no precipitator manufacturers
that can meet all the specifications. Discretion
must be exercised to determine which deviations are
acceptable.
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PART 1
GENERAL
1.1
REFERENCES
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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.
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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.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AISC 335
(1989) Structural Steel Buildings
Allowable Stress Design and Plastic Design
AMERICAN WELDING SOCIETY (AWS)
AWS D1.1/D1.1M
(2004) Structural Welding Code - Steel
ASTM INTERNATIONAL (ASTM)
ASTM A 123
(1989a) Zinc (Hot Dip Galvanized) Coatings
on Iron and Steel Products
ASTM A 242/A 242M
(2004) High-Strength Low-Alloy Structural
Steel
ASTM A 276
(2004) Stainless Steel Bars and Shapes
ASTM A 325
(2004b) Structural Bolts, Steel, Heat
Treated, 120/105 ksi Minimum Tensile
Strength
ASTM A 325M
(2004b) Structural Bolts, Steel, Heat
Treated, 830 Mpa Minimum Tensile Strength
(Metric)
ASTM A 36/A 36M
(2004) Carbon Structural Steel
ASTM A 490
(2004a) Structural Bolts, Alloy Steel,
Heat Treated, 150 ksi Minimum Tensile
Strength
ASTM A 490M
(2004a) High-Strength Steel Bolts, Classes
SECTION 15862N
Page 5
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