17. Rail drains for full length of bottom rails.
This may be done with cross drains normal to the
rails spaced about 6000 mm 20 feet o.c. emptying
into continuous parallel floor drain. In cold areas
it may be necessary to provide defrosting equipment
below rails.
18. End of travel bumpers and bumper supports at
end of door travel. Dimensions and locations should
be in accordance with door manufacturer's approved
drawings.
**************************************************************************
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.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AISC 335
(1989) Structural Steel Buildings
Allowable Stress Design and Plastic Design
AMERICAN IRON AND STEEL INSTITUTE (AISI)
AISI SG-973
(1996) Cold-Formed Steel Design Manual
ASTM INTERNATIONAL (ASTM)
ASTM A 36/A 36M
(2004) Carbon Structural Steel
ASTM A 366/A 366M
(1997e1) Commercial Steel, Sheet,
Carbon,(0.15 Maximum Percent Cold-Rolled
ASTM A 569/A 569M
(1998) Steel, Carbon (0.15 Maximum
Percent), Hot-Rolled Sheet and Strip,
Commercial
ASTM A 653/A 653M
(2004a) Steel Sheet, Zinc-Coated
(Galvanized) or Zinc-Iron Alloy-Coated
(Galvannealed) by the Hot-Dip Process
ASTM C 920
(2002) Elastomeric Joint Sealants
ASTM E 84
(2004) Surface Burning Characteristics of
Building Materials
SECTION 08342
Page 5
Previous Page
