than 10 mm (3/8 inch) in diameter.
5.
Location of products to be galvanized.
6. Connection details, other than manufacturer's
standard.
**************************************************************************
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.
ALUMINUM ASSOCIATION (AA)
AA DAF-45
(2003) Designation System for Aluminum
AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)
AAMA 611
(1998) Voluntary Specification for
Anodized Architectural Aluminum; includes
604.2, 606.1, 607.1 and 608.1 (which are
no longer available as separate documents)
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AISC 303
(2000) Code of Standard Practice for Steel
Buildings and Bridges
AISC 335
(1989) Structural Steel Buildings
Allowable Stress Design and Plastic Design
AISC 350
(1999) Load and Resistance Factor Design
(LRFD)Specification for Structural Steel
Buildings
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)
AITC A190.1
(2002) Structural Glued Laminated Timber
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
ANSI A10.3
(1995) Operations -- Safety Requirements
for Powder Actuated Fastening Systems
ANSI B18.2.1
(1996; Errata 2003) Square and Hex Bolts
and Screws Inch Series
SECTION 02870
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