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 SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)
ASNT RP SNT-TC-1A
(2001) Recommended Practice
AMERICAN WELDING SOCIETY (AWS)
AWS A2.4
(1998) Standard Symbols for Welding,
Brazing and Nondestructive Examination
AWS A3.0
(2001) Standard Welding Terms and
Definitions
AWS D1.1/D1.1M
(2004) Structural Welding Code - Steel
AWS Z49.1
(1999) Safety in Welding, Cutting and
Allied Processes
1.2
DEFINITIONS
Definitions of welding terms shall be in accordance with AWS A3.0.
1.3
GENERAL REQUIREMENTS
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NOTE: The drawings should be checked to ensure that
any supplementary information required by the
paragraph has been shown and that there is no
conflict between the drawings and the
specifications. Complete information about
location, type, size, and extent of all welds and
nondestructive testing, where required, shall be
clearly shown on the drawings. When welding is to
be covered by more than one section in the contract
specifications, this section will cover all
structural welding; the other sections will cover
the utilities or special equipment required inside
the structure. Welding of utilities or special
equipment to structural members should be done
carefully so that the overall structure is not
weakened. The extent of welding required must be
clearly shown on drawings or covered by the contract
specification. Revise this paragraph to clearly
define the welding that is covered. Drawings or
other section of the specifications must specify the
strength of the base material.
SECTION 05090A
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