SECTION 033000 - CAST-IN-PLACE CONCRETE

Sludge Treatment Project Engineered Container Retrieval and Transfer System January 2012
1. Motor Sizes: Minimum size as indicated. If not indicated, large enough so driven load
will not require motor to operate in service factor range above 1.0.
2. Controllers, Electrical Devices, and Wiring: Comply with requirements for electrical
devices and connections specified in Division 26 Sections.
2.7 FASTENERS
A. Graded fasteners shall be carefully controlled as defined in the Section 014000, Quality
Assurance and Control.
B. Fasteners shall be inspected to verify compliance with the requirements listed on the design
drawings or procurement specifications.
C. All graded fasteners shall conform to ASME B18.2.1/ B18.2.2 or SAE J429 and SAE J995.
2.8 JOINING MATERIALS
A. Pipe-Flange Gasket Materials: Suitable for compressed gas and thermal conditions of low or
high pressure Nitrogen piping system contents (as applicable).
1. ASME B16.21, nonmetallic, flat, asbestos free, 1/8-inch maximum thickness unless
thickness or specific material is indicated.
a. Narrow-Face Type: For raised-face, Class 150, for carbon steel or stainless steel
flanges.
B. Flange Bolts and Nuts: ASME B18.2.1, carbon steel for carbon steel flanges or stainless steel
for stainless steel flanges, unless otherwise indicated.
C. Threaded Pipe Joint Tape: PTFE (Red type Teflon tape on all joints ½" diameter or greater).
2.9 STRUCTURAL MATERIALS
A. Carbon steel shall meet the requirements of ASTM A 36/A 36M or ASTM A 992/A 992M.
B. Structural tubing shall meet the requirements of ASTM A 500/A 500M, Grade B (fy = 46 ksi).
C. Steel pipe shall meet the requirements of ASTM A 53/A 53M, black steel, Type E or S, Grade
B, or ASTM A 106/A 106M, Grade B, standard weight, Schedule 40 and Schedule 80.
D. Concrete expansion anchors shall be any industry standard wedge-type expansion anchor having
capacities published by the ICC-ES and approved for resistance to seismic loading.
E. All exposed carbon steel shall be coated in accordance with Section 055000, Metal Fabrications.
Prepare, prime, and top coat structural steel in accordance with the manufacturer’s recommendations.
The final coat shall be light gray. All coatings shall be applied in such a man-
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