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USACE / NAVFAC / AFCESA / NASA NASA-15107S (December 2005)
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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
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.
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 --