][2.2.7
Self-Locking Nuts
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NOTE: Drawings or specifications should identify
where these items are used.
**************************************************************************
Provide nuts with a locking pin set in the nut. The locking pin shall
slide along the bolt threads, and by reversing the direction of the locking
pin, the nut shall be removed without damaging the nut or bolt. Provide
stainless steel locking pins.
]2.3
STRUCTURAL STEEL ACCESSORIES
2.3.1
Welding Electrodes and Rods
AWS D1.1/D1.1M.
2.3.2
Nonshrink Grout
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NOTE: Some nonshrink grouts derive their nonshrink
properties from an increase in volume of metal due
to oxidation. Where oxidation is not desired for
appearance sake, specify nonmetallic grout.
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ASTM C 1107, with no ASTM C 827 shrinkage.
[Grout shall be nonmetallic.]
2.3.3
Welded Shear Stud Connectors
AWS D1.1/D1.1M.
[2.3.4
Pins and Rollers
ASTM A 668/A 668M, Class C, D, F, or G; ASTM A 108, Grades 1016 to 1030.
Provide as specified in AASHTO HB-17, Division II, Sections 10.26 and
10.27, except provide pins in lengths to extend a minimum of 6 mm 0.25 inch
beyond the outside faces of the connected parts.
]2.4
SHOP PRIMER
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NOTE: Shop primer specified is for structural steel
located inside a typical building. For buildings
that will have a lot of structural steel exposed to
view inside a building (i.e. hangars, maintenance
shops), exterior structural steel, or other
locations that will require a better shop primer,
use of a zinc rich primer and epoxy coating system
is recommended.
**************************************************************************
SSPC Paint 25, (alkyd primer) or SSPC PS 13.01 epoxy-polyamide, green
primer (Form 150) type 1, except provide a Class B coating in accordance
with AISC 316 and AISC 317 for slip critical joints. Primer shall conform
to Federal, State, and local VOC regulations. If flash rusting occurs,
re-clean the surface prior to application of primer.
SECTION 05120
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