2 heavy wall pipe

    • [DOC File]TABLE OF CONTENTS

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      2. Conform to ASTM F679, pipe stiffness per ASTM D 2412, minimum thickness Solid Wall Pipe SDR 26. 3 Pipe stiffness per ASTM D 2412, minimum thickness Solid Wall Pipe SDR 35. 4. PVC plastic in accordance with ASTM D 1784, Cell Classification 12454 B. 5.

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    • [DOC File]Section 22 40 00 - PLUMBING FIXTURES

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      D. Supply pipe from wall to valve stop shall be rigid threaded IPS copper alloy pipe, i.e. red brass pipe nipple, chrome plated where exposed. 2.4 ESCUTCHEONS . Heavy type, chrome plated, with set screws. Provide for piping serving plumbing fixtures and at each wall, ceiling and floor penetrations in exposed finished locations and within ...

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    • [DOC File]Charlotte Pipe

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      Pipe and fittings in this article are available in NPS 2 to NPS 15 (DN 50 to DN 375). Pipe and Fittings: ASTM A 74, [Service] [Extra Heavy] class. Gaskets: ASTM C 564, rubber. Caulking Materials: ASTM B 29, pure lead and oakum or hemp fiber. Tensile Strength: 21,000 psig minimum.

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    • [DOC File]Section 22 40 00 - PLUMBING FIXTURES - WBDG

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      Exposed supply pipe from wall to angle stop shall be chrome plated, rigid threaded IPS copper alloy pipe, i.e. red brass pipe nipple. 2.2 ESCUTCHEONS . A. Heavy type, chrome plated, with set screws. Provide for piping serving plumbing fixtures and at each wall, ceiling and floor penetrations in exposed finished locations and within cabinets and ...

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    • [DOCX File]Section 26 32 13, Engine Generators - Veterans Affairs

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      2.Include a heavy-duty automatic alternator and H-O-A switch to alternate sequence of pumps. Pumps shall be controlled with the float switch on the day tank and H-O-A selector switch such that the day tank will be refilled automatically when the oil level lowers to the low limit for the float switch. ... F.// Roof // Wall // Sleeves: Pipe ...

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    • [DOC File]Section 13 05 41 - SEISMIC RESTRAINT REQUIREMENTS FOR …

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      Heavy rigid facades should be used only on rigid structural systems; they should never be attached to relatively flexible building frames. 2. Review building design to ensure contractor's ability to comply with the following paragraphs.

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    • [DOC File]Job Hazard Analysis - Form 1 – page 1

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      Mitigation may be accomplished by avoiding, felling or eliminating through other means (blasting, burning, heavy equipment, etc.). 2. All personnel other than the faller, and the swamper if necessary, will keep a safe distance away from identified hazard trees.

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    • [DOC File]Sec. 2.3: Steel Water Pipe

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      Thickness of steel pipe wall, lining and coating. Details of standard pipe, joints, specials and fittings. Type of joint and joint restraint, if any. 2.4.2 Design. Calculations for pipe and fittings including, but not limited to. Wall thickness based on external earth and live loading. Pressure class based on …

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    • [DOCX File]Dr Jorge Ibarra

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      During a heavy rainstorm, water from a parking lot completely fills an 18-in.-diameter, smooth, concrete storm sewer. If the flowrate is 10 ft3/s, determine the pressure drop in a 100-ft horizontal section of the pipe. Repeat the problem if there is a 2-ft change in elevation of the pipe per 100 ft of its length.

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    • [DOC File]Welder Testing Procedure

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      Diameter (2 inches NPS or 2-1/2 inches NPS, pipe schedule {for 2 inches pipe schedule XXS (11 mm)}, for heavy wall pipe it needs to be used 2-1/2 inches NPS the thickness should be 16mm or 19 mm and position (6G) of each weld test. Welder may bring with himself the special pipe, like 1 inches NPS. 6 inches with schedule 80 (11 mm) thickness

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