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USACE / NAVFAC / AFCESA / NASA NASA-15107S (December 2005)
------------------------------------
Preparing Activity: NASAMasterFormatTM 2004 - 22 10 00.00 40
Superseding
NASA-15107 (June 2004)

UNIFIED FACILITIES GUIDE SPECIFICATIONS


References are NOT in agreement with UMRL

References will be in agreement at next scheduled update of UMRL



Section Table of Contents

SECTION 15107S

PLASTIC PIPE AND FITTINGS

12/05



PART 1 GENERAL
1.1 REFERENCES
1.2 GENERAL REQUIREMENTS
1.3 SUBMITTALS
1.4 GENERAL REQUIREMENTS

PART 2 PRODUCTS
2.1 POLYVINYLCHLORIDE (PVC) PIPE
2.1.1 Schedule Pipe (PVC)
2.1.2 SDR-PR Nonthreaded Pipe (PVC)
2.1.3 Fittings (PVC)
2.1.3.1 Socket-Type, Schedule 40
2.1.3.2 Socket-Type, Schedule 80
2.1.3.3 Threaded, Schedule 80
2.1.4 Cement and Lubricant
2.2 CHLORINATED POLYVINYLCHLORIDE (CPVC) PIPE
2.2.1 Schedule Pipe (CPVC)
2.2.2 SDR-PR Nonthreaded Pipe (CPVC)
2.2.3 Fittings (CPVC)
2.2.3.1 Socket-Type, Schedule 40
2.2.3.2 Socket-Type, Schedule 80
2.2.3.3 Threaded Schedule 80
2.2.4 Cement and Lubricant
2.3 POLYETHYLENE (PE) PIPE
2.3.1 Schedule Pipe (PE)
2.3.2 Standard Inside Dimension Ratio-Pressure Rated (SIDR-PR) Pipe
2.3.3 Schedule, Outside-Diameter-Controlled
2.3.4 Fittings (PE)
2.3.4.1 Schedule 40, Butt Fusion
2.3.4.2 Schedule 80, Butt Fusion
2.3.4.3 Insert Fittings
2.3.4.4 Socket-Type for SDR 11.0 Pipe
2.4 ACRYLONITRILE-BUTADIENE-STYRENE (ABS) PIPE
2.4.1 Schedule Pipe (ABS)
2.4.2 SDR-PR Nonthreaded Pipe (ABS)
2.4.3 Threaded Pipe
2.4.4 Drain, Waste, and Vent Pipe
2.4.5 Sewer Pipe
2.4.6 Composite Sewer Piping
2.4.7 Fittings (ABS)
2.4.7.1 Schedule 40, Socket-Type
2.4.7.2 Schedule 80, Socket-Type
2.4.7.3 Schedule 80, Threaded
2.4.7.4 Drain, Waste, and Vent Fittings
2.4.7.5 Sewer Pipe Fittings
2.4.8 Cement and Lubricant

PART 3 EXECUTION
3.1 PIPE LAYOUT
3.2 INSTALLATION
3.2.1 Vertical Piping
3.2.2 Horizontal Piping, Suspended
3.2.3 Horizontal Piping, Underground
3.2.4 Cutting
3.2.5 Joints





SECTION 15107S

PLASTIC PIPE AND FITTINGS

12/05





NOTE: Delete, revise, or add to the text in this section to cover project requirements. Notes are for designer information and will not appear in the final project specification.

This section covers polyvinylchloride (PVC), polyethylene (PE), acrylonitrile-butadiene-styrene (ABS), and chlorinated polyvinylchloride (CPVC) pipe and pipe fittings for general use. Ordinary methods of installation are also included. This section does not cover the use of plastic pipe in specialized systems or processes or the installation of such systems.

Associated work specified in other sections includes identification, anchors, flashing, hangers and supports, valves and cocks, insulation, and testing.

Drawings should show:

Location where each size of pipe is installed

Provisions for expansion and contraction

Elevation of piping slope, extent of service, and location of terminations or connections to other equipment

Where piping is to be concealed or exposed, sufficient sections and details for completion of construction.


Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).

Use of electronic communication is encouraged.



PART 1 GENERAL

1.1 REFERENCES




NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.

Use the Reference Wizard's Check Reference feature when you add a RID outside of the Section's Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizard's Check Reference feature to update the issue dates.

References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.



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.

ASTM INTERNATIONAL (ASTM)
ASTM D 1527 (1999e1) Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe, Schedules 40 and 80
ASTM D 1784 (2003) Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds
ASTM D 1785 (2005) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120
ASTM D 2104 (2004) Standard Specification for Polyethylene (PE) Plastic Pipe, Schedule 40
ASTM D 2235 (2004) Standard Specification for Solvent Cement for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe and Fittings
ASTM D 2239 (2003) Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter
ASTM D 2241 (2005) Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)
ASTM D 2447 (2003) Standard Specification for Polyethylene (PE) Plastic Pipe, Schedules 40 and 80, Based on Outside Diameter
ASTM D 2464 (1999e1) Standard Specification for Threaded Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80
ASTM D 2466 (2002) Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40
ASTM D 2467 (2004e1) Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80
ASTM D 2468 (1993) Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe Fittings, Schedule 40
ASTM D 2564 (2004) Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems
ASTM D 2609 (2002) Standard Specification for Plastic Insert Fittings for Polyethylene (PE) Plastic Pipe
ASTM D 2661 (2002) Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Schedule 40, Plastic Drain, Waste, and Vent Pipe and Fittings
ASTM D 2680 (2001) Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) and Poly(Vinyl Chloride) (PVC) Composite Sewer Piping
ASTM D 2683 (2004) Standard Specification for Socket-Type Polyethylene Fittings for Outside Diameter-Controlled Polyethylene Pipe and Tubing
ASTM D 2751 (1996a) Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and Fittings
ASTM D 2855 (1996; R 2002) Standard Practice for Making Solvent-Cemented Joints with Poly(Vinyl Chloride) (PVC) Pipe and Fittings
ASTM D 3261 (2003) Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing
ASTM F 437 (1999) Standard Specification for Threaded Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80
ASTM F 438 (2004) Standard Specification for Socket-Type Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40
ASTM F 439 (2005) Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80
ASTM F 441/F 441M (2002) Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 80
ASTM F 442/F 442M (1999) Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe (SDR-PR)

1.2 GENERAL REQUIREMENTS




NOTE: If Section 15003S GENERAL MECHANICAL PROVISIONS is not included in the project specification, applicable requirements therefrom should be inserted and the following paragraph deleted.



Section 15003S 15003S 15003S GENERAL MECHANICAL PROVISIONS applies to work specified in this section.

1.3 SUBMITTALS




NOTE: Review Submittal Description (SD) definitions in Section 01330 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.

A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractor’s Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in context of the project.

For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the "G" designation to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS) are: "AE" for Architect-Engineer; "DO" for District Office (Engineering Division or other organization in the District Office); "AO" for Area Office; "RO" for Resident Office; and "PO" for Project Office. Codes following the "G" typically are not used for Navy, Air Force, and NASA projects.

Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.



Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are [for Contractor Quality Control approval.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submit the following in accordance with Section 01330 01330 01330 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Installation Drawings for plastic piping systems shall be in accordance with paragraph entitled, "Installation," of this section.

SD-03 Product Data

Manufacturer's Catalog Data shall be submitted in accordance with paragraph entitled, "General Requirements," of this section.

SD-07 Certificates

Certificates shall be submitted for Potable Water Systems Materialsin accordance with paragraph entitled, "General Requirements," of this section.

Seal of approval of [National Sanitation Foundation testing laboratory] [approved testing laboratory acceptable to public health officials] for .

1.4 GENERAL REQUIREMENTS

Manufacturer's Catalog Data shall be submitted for plastic pipe and fittings, for each size and type.

Certificates shall include a seal of approval from the [National Sanitation Foundation testing laboratory] [approved testing laboratory acceptable to public health officials] for Potable Water Systems Materials.

PART 2 PRODUCTS

2.1 POLYVINYLCHLORIDE (PVC) PIPE

PVC pipe shall be in accordance with ASTM D 1785.

2.1.1 Schedule Pipe (PVC)




NOTE: Use Schedule 80 for threaded pipe.



Pipe shall be Schedule [40] [80].

Material shall be PVC Class 12454-B in accordance with ASTM D 1784.

2.1.2 SDR-PR Nonthreaded Pipe (PVC)

Nonthreaded standard dimension ratio/pressure rated (SDR-PR) pipe shall be in accordance with ASTM D 2241.

Pipe shall have SDR of [13.5] [17] [21] [26] [32.5] [41] [64].

Material shall be PVC Class 12454-B.

2.1.3 Fittings (PVC)

2.1.3.1 Socket-Type, Schedule 40

Material shall be PVC in accordance with ASTM D 2466.

2.1.3.2 Socket-Type, Schedule 80

Material shall be PVC in accordance with ASTM D 2467.

2.1.3.3 Threaded, Schedule 80

Material shall be PVC in accordance with ASTM D 2464.

2.1.4 Cement and Lubricant

Solvent cement for pipe and fittings shall be in accordance with ASTM D 2564. Thread lubricant shall be in accordance with the pipe manufacturer's recommendations.

2.2 CHLORINATED POLYVINYLCHLORIDE (CPVC) PIPE

CPVC pipe shall be in accordance with ASTM F 441/F 441M.

2.2.1 Schedule Pipe (CPVC)




NOTE: Use schedule 80 for threaded pipe.



Pipe shall be Schedule [40] [80].

Material shall be CPVC Class 23447-B in accordance with ASTM D 1784.

2.2.2 SDR-PR Nonthreaded Pipe (CPVC)

SDR-PR nonthreaded pipe shall be in accordance with ASTM F 442/F 442M.

Pipe shall have SDR of [13.5] [17] [21] [26] [32.5].

Material shall be CPVC Class 23447-B in accordance with ASTM D 1784

2.2.3 Fittings (CPVC)

2.2.3.1 Socket-Type, Schedule 40

Material shall be CPVC in accordance with ASTM F 438.

2.2.3.2 Socket-Type, Schedule 80

Material shall be CPVC in accordance with ASTM F 439.

2.2.3.3 Threaded Schedule 80

Material shall be CPVC in accordance with ASTM F 437.

2.2.4 Cement and Lubricant

Solvent cement for pipe and fittings shall be in accordance with ASTM D 2564.

Thread lubricant shall be in accordance with the pipe manufacturer's recommendations.

2.3 POLYETHYLENE (PE) PIPE

2.3.1 Schedule Pipe (PE)

Pipe shall be Schedule 40 and shall be in accordance with ASTM D 2104.




NOTE: Material designation is based on the following:

Material DesignationHydrostatic Design Stress (psi)

PE 1404 400

PE 2305 500

PE 2306 630

PE 3306 630

PE 3406 630
Material DesignationHydrostatic Design Stress (kPa)

PE 1404 2800

PE 2305 3500

PE 2306 4400

PE 3306 4440

PE 3406 4440


Material shall be PE [1404] [2305] [2306] [3306] [3406].

2.3.2 Standard Inside Dimension Ratio-Pressure Rated (SIDR-PR) Pipe

SIDR-PR pipe shall be in accordance with ASTM D 2239.

SIDR shall be [5.3] [7] [9] [11.5] [15].

Material shall be PE [1404] [2305] [3306] [3406].

2.3.3 Schedule, Outside-Diameter-Controlled

Schedule pipe that is outside-diameter-controlled shall be in accordance with ASTM D 2447.

Pipe shall be Schedule [40] [80].

Material shall be PE [1404] [2305] [2306] [3306] [3406].

2.3.4 Fittings (PE)

2.3.4.1 Schedule 40, Butt Fusion

Schedule 40, butt fusion fittings shall be in accordance with ASTM D 3261.

Pipe shall be [14333-D] [13233].

2.3.4.2 Schedule 80, Butt Fusion

Schedule 80, butt fusion fittings shall be in accordance with ASTM D 3261.

Pipe shall be [14333-D] [13233].

2.3.4.3 Insert Fittings

Insert fittings for PE pipe shall be in accordance with ASTM D 2609.

[Material shall be acrylonitrile-butadiene-styrene (ABS), Type [1] [2].]

[Material shall be PVC class: [12454-B] [12454-C] [11443-B] [14333-D].]

2.3.4.4 Socket-Type for SDR 11.0 Pipe

Socket-type fittings for SDR 11.0 pipe shall be in accordance with ASTM D 2683.

Pipe shall be in accordance with [14333-D] [13233].

2.4 ACRYLONITRILE-BUTADIENE-STYRENE (ABS) PIPE

2.4.1 Schedule Pipe (ABS)




NOTE: ABS 1210 has a hydrostatic design stress of 1,000 psi 6900 kilopascal.

ABS 2112 has a hydrostatic design stress of 1,250 psi8600 kilopascal.

ABS 1316 has a hydrostatic design stress of 1,600 psi11000 kilopascal



ABS schedule pipe shall be in accordance with ASTM D 1527.

Pipe shall be Schedule 40.

Pipe shall be ABS [1210] [2112] [1316].

2.4.2 SDR-PR Nonthreaded Pipe (ABS)

Nonthreaded SDR-PR pipe shall be in accordance with ASTM D 1527 and ASTM F 442/F 442M.

Pipe shall have SDR of [26] [21] [17] [13.5].

Pipe shall be ABS [1210] [2112] [1316].

2.4.3 Threaded Pipe

Threaded pipe shall be in accordance with ASTM D 1527.

Pipe shall be ABS [1210] [2112] [1316].

2.4.4 Drain, Waste, and Vent Pipe

Drain, waste, and vent pipe shall be in accordance with ASTM D 2661.

2.4.5 Sewer Pipe

Sewer pipe shall be in accordance with ASTM D 2751.

2.4.6 Composite Sewer Piping

Composite sewer piping shall be in accordance with ASTM D 2680.

2.4.7 Fittings (ABS)

2.4.7.1 Schedule 40, Socket-Type

Schedule 40, socket-type fittings shall be in accordance with ASTM D 2468.

Fittings shall be Type [I] [II], Grade [1] [2] [3].

2.4.7.2 Schedule 80, Socket-Type

Schedule 80, socket-type fittings shall be in accordance with ASTM D 1527.

Fittings shall be Type [I] [II], Grade [1] [2] [3].

2.4.7.3 Schedule 80, Threaded

Schedule 80, threaded fittings shall be in accordance with ASTM D 1527.

Fittings shall be Type [I] [II], Grade [1] [2] [3].

2.4.7.4 Drain, Waste, and Vent Fittings

Drain, waste, and vent fittings shall be in accordance with ASTM D 2661.

2.4.7.5 Sewer Pipe Fittings

Sewer pipe fittings shall be in accordance with ASTM D 2751.

2.4.8 Cement and Lubricant

Solvent cement for pipe and fittings shall be in accordance with ASTM D 2235.

Thread lubricant shall be in accordance with the pipe manufacturer's instructions.

PART 3 EXECUTION

3.1 PIPE LAYOUT




NOTE: Delete the second paragraph when diagonal piping is desired.



Installation shall present a neat, orderly appearance. Openings or passageways shall not be blocked.

[Piping shall be parallel to exterior walls of building.]

[Piping shall be kept free from contact with structure or installed items to prevent noise transmission.]

3.2 INSTALLATION

Installation drawings shall be submitted.

Plastic piping shall be installed in accordance with the manufacturer's installation instructions.

3.2.1 Vertical Piping

CPVC piping shall be supported at intervals of not more than 900 millimeter 3 feet.

All other piping shall be supported at intervals of not more than 1200 millimeter 4 feet.

Piping shall be secured at sufficiently close intervals to keep pipe in alignment and to support weight of pipe and contents.

Supports shall be installed at each floor.

Piping shall be secured in position by approved stakes or braces when piping is to stand free, or when no structural element is available for providing stability during construction.

3.2.2 Horizontal Piping, Suspended

All piping shall be supported at intervals in accordance with the manufacturer's instructions and in no case not more than 900 millimeter 3 feet.

Hangers shall be installed at ends of runs or branches and at each change of direction or alignment.

3.2.3 Horizontal Piping, Underground

Piping shall be laid on a firm bed for the entire trench length, except where otherwise supported.

Partial backfilling and cradling shall be employed to secure piping during backfilling operations.

Piping laid on grade shall be firmly braced prior to embedment in concrete.

3.2.4 Cutting

Cuts shall be made square with pipe and burrs shall be removed by smoothing edges.

3.2.5 Joints




NOTE: Threaded joints should not be specified for schedule 40 or thinner wall pipe.



[Threaded joints shall be used. Joints shall be tightened by strap wrench to not more than one full turn beyond hand tight.]

[Joints shall be solvent cemented in accordance with ASTM D 2855.]

Junction with other materials shall be the type of adapter and technique as recommended by the pipe manufacturer.

-- End of Section --




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