Attachment_C_-_Specifications.pdf

Revised 08/2015

01 33 00 - 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Where required by the SPECIFICATIONS, CONTRACTOR shall submit descriptive information that will enable ENGINEER to determine whether CONTRACTOR’s proposed materials, equipment, and WORK methods are in general conformance to the design concept and in accordance with the DRAWINGS and SPECIFICATIONS.

The information submitted may consist of drawings, specifications, descriptive data, certificates, samples, test results, product data, and such other information, all as specifically required in the DRAWINGS and SPECIFICATIONS. In some instances, specified submittal information describes some, but not all features of the material, equipment, or WORK method.

1.02 PROCEDURES

A. Direct all submittals to ENGINEER unless specified otherwise.

B. Transmittal of Submittal:

1. CONTRACTOR shall be responsible for the accuracy and completeness of the information contained in each submittal and shall ensure that the material, equipment, or WORK method shall be as described in the submittal.

a. CONTRACTOR shall verify that all features of all products conform to the requirements of the DRAWINGS and SPECIFICATIONS.

b. CONTRACTOR shall ensure that there is no conflict with other submittals and notify ENGINEER in each case where its submittal may affect the work of OWNER or others.

c. CONTRACTOR shall ensure coordination of submittals among the SUBCONTRACTOR(s).

2. Unless a different number is called for in the individual SPECIFICATION sections, six (6) copies of each submittal are required.

a. Four (4) will be retained by ENGINEER.

b. CONTRACTOR will receive two (2) copies in return.

c. Faxed submittals will not be accepted.

3. CONTRACTOR shall complete, sign, and transmit with each submittal package, one Transmittal of CONTRACTOR’s Submittal form in format approved by

ENGINEER.

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4. Submittal Identification shall include the following:

a. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted.

b. Original submittal numbers shall have the following format: “XXX-Y;”

where “XXX” is the originally assigned submittal number and “Y” is a sequential letter assigned for resubmittals (for example, A, B, or C being the first, second, and third resubmittals, respectively). Submittal 25B, for example, is the second resubmittal of Submittal 25.

c. SPECIFICATION section and paragraph to which submittal applies.

d. PROJECT name and PROJECT number, and references to applicable DRAWINGS and SPECIFICATIONS.

e. Date of transmittal.

f. Names of CONTRACTOR, SUBCONTRACTOR, or supplier, and manufacturer as appropriate.

5. If CONTRACTOR proposes to provide materials, equipments, or WORK methods that deviate from the DRAWINGS and SPECIFICATIONS, it shall be indicated under “deviations” on the transmittal form accompanying the submittal copies.

C. Format:

1. Submittals regarding material and equipment shall be presented directly to ENGINEER and be accompanied by a transmittal form.

a. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate SPECIFICATIONS for which the submittal is required.

b. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer’s package or are so functionally related that expediency indicates checking or review of the group or package as a whole.

2. Submittals that are related to or affect each other shall be forwarded simultaneously as a package to facilitate coordinated review. Uncoordinated submittals will be rejected.

3. Any comments by CONTRACTOR shall be duplicated on all copies submitted.

4. When catalog pages are submitted, applicable items must be clearly identified.

5. Submittals that do not have all the information required, including deviations, are not acceptable and will be returned without review.

D. Timelines: Schedule and submit in accordance with the Construction Schedule, and requirements of individual SPECIFICATION sections.

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E. Resubmittals: Clearly identify each correction or change made.

F. Review Procedure:

1. Submittals are required for those materials, equipment, and WORK methods that can be selected based on CONTRACTOR’s judgment of their conformance to the DRAWINGS and SPECIFICATIONS.

a. Other materials, equipment, and WORK methods are specified in a manner that enables CONTRACTOR to determine acceptable options without submittals.

2. The review procedure is based on CONTRACTOR’s guarantee that all materials, equipment, and WORK methods not requiring submittals conform to the DRAWINGS and SPECIFICATIONS.

3. Review will not extend to means, methods, techniques, sequences, or procedures of construction or to verifying quantities, dimensions, weights or gages, or fabrication processes (except where specifically indicated or required by the DRAWINGS and SPECIFICATIONS) of separate items, and as such, will not indicate approval of the assembly in which the item functions.

4. ENGINEER will review submittals for overall design intent and returned to CONTRACTOR with suggested or necessary revisions.

5. Deviations from CONTRACT requirements:

a. Deviations from CONTRACT requirements will be reviewed by

ENGINEER.

b. CONTRACTOR shall describe such variations in writing, separate from the appropriate submittal at time of submission.

c. If ENGINEER approves any such variations, an appropriate CONTRACT MODIFICATION may be issued unless the variation is minor and does not involve a change in price or in time of performance.

6. If the items or system proposed are acceptable, but the major part of the individual drawings or documents are incomplete or require revision, the submittal will be returned with requirements for completion.

7. The right is reserved for ENGINEER to require submittals in addition to those called for in individual SPECIFICATION sections.

8. The returned submittal will indicate one of the following:

a. If the review determines that the material, equipment, or WORK method complies with the DRAWINGS and SPECIFICATIONS, submittal copies will be marked “NO EXCEPTIONS TAKEN.” In this event, CONTRACTOR may begin to implement the WORK method or incorporate the material or equipment covered by the submittal.

01 33 00 - 4

b. If the review determines limited corrections are required, copies will be marked “FURNISH AS NOTED.” CONTRACTOR may begin implementing the WORK method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided.

c. If the review indicates that the submittal is insufficient or contains incorrect data, copies will be marked “REVISE AND RESUBMIT.” Except at its own risk, CONTRACTOR shall not undertake WORK covered by this submittal until it has been revised, resubmitted, and returned marked either “NO EXCEPTIONS TAKEN” or “FURNISH AS NOTED.”

d. If the review indicates that the material, equipment, or WORK method does not comply with the SPECIFICATIONS, copies of the submittal will be marked “REJECTED.” Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk, CONTRACTOR shall not undertake the WORK covered by such submittals until a new submittal is made and returned marked either “NO EXCEPTIONS TAKEN” or “FURNISH AS NOTED.”

9. It shall be CONTRACTOR’s responsibility to ensure that required items are corrected and resubmitted. Any WORK done before approval shall be at CONTRACTOR’s own risk.

10. Processing Time: Unless otherwise specified, ENGINEER will review the submittal and return copies with comments/required actions within fourteen (14) calendar days after receipt of the submittal.

G. Certificates: For those items called for in individual SPECIFICATION sections, CONTRACTOR shall furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being furnished comply with the requirements of these DRAWINGS and SPECIFICATIONS.

H. Samples: Unless a different number is called for in the individual SPECIFICATION sections, six (6) copies of each are required; four (4) of which will be retained by ENGINEER. CONTRACTOR will receive two (2) copies in return. Samples shall be sufficient in size to clearly illustrate functional characteristics and full range of color, texture, and pattern.

I. Effect of Review of CONTRACTOR’s Submittals:

1. Review of SHOP DRAWINGS, data, WORK methods, or information regarding materials or equipment CONTRACTOR proposes to provide shall not relieve CONTRACTOR of the responsibility for errors therein and will not be regarded as an assumption of risks or liability by ENGINEER or OWNER, or by any officer or employee thereof; and CONTRACTOR shall have no claim under the CONTRACT on account of the failure or partial failure of the WORK methods, materials, or equipment so reviewed.

2. A mark of “NO EXCEPTIONS TAKEN” or “FURNISH AS NOTED” will mean that OWNER has no objection to CONTRACTOR, upon its own

01 33 00 - 5 responsibility, using the WORK method proposed, or providing the materials or equipment proposed.

1.03 SHOP DRAWINGS

A. CONTRACTOR shall coordinate all SHOP DRAWINGS as defined in Section 00 72 00, General Conditions, Subsection 03 and review them for legibility, accuracy, completeness, and compliance with CONTRACT requirements and shall indicate this approval thereon as evidence of such coordination and review.

1. SHOP DRAWINGS submitted to ENGINEER without evidence of CONTRACTOR’s approval will be returned for resubmission.

B. CONTRACTOR shall stamp approval on SHOP DRAWINGS prior to submission to ENGINEER as an indication that dimensions and coordination with interrelated items have been checked and verified. Stamp shall read:

1. “(CONTRACTOR’s Name) represents that we have determined and verified all field dimensions and measurements, field construction criteria, materials, catalog numbers and similar data, and that we have checked with the requirements of the DRAWINGS and SPECIFICATIONS, the CONTRACT DOCUMENTS, and GENERAL CONDITIONS.”

C. CONTRACTOR’s comments on SHOP DRAWINGS shall not be in red ink.

D. Should CONTRACTOR propose any item on the SHOP DRAWINGS or incorporate an item into the WORK which subsequently proves to be defective or otherwise unsatisfactory, (regardless of ENGINEER’s preliminary review) CONTRACTOR shall, at CONTRACTOR’s own expense, replace the item with another item that will perform satisfactorily.

1.04 PROJECT SITE LAYOUT

A. In accordance with Section 01 71 13, Mobilization, CONTRACTOR shall submit within seven (7) days after the effective date of the NOTICE TO PROCEED, a layout of the PROJECT site including fences, roads, parking, buildings, storage areas, drainage plans, temporary building layouts, and temporary utility locations.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

END OF SECTION

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SECTION 22 00 00 Page 1

SECTION 22 00 00

PLUMBING, GENERAL

PURPOSE

11/15

PART 1 GENERAL

1.1 REFERENCES

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.

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI 1010 (2002) Self-Contained, Mechanically Refrigerated Drinking-Water Coolers

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z21.10.1/CSA 4.1 (2017) Gas Water Heaters Vol. I, Storage Water Heaters with Input Ratings of 75,000 Btu Per Hour or Less

ANSI Z21.10.3/CSA 4.3 (2017) Gas-Fired Water Heaters Vol.III, Storage Water Heaters With Input Ratings Above 75,000 Btu Per Hour, Circulating and Instantaneous

ANSI Z21.22/CSA 4.4 (2015) Relief Valves for Hot Water Supply Systems

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 146 (2011) Method of Testing and Rating Pool Heaters

ASHRAE 189.1 (2014; ERTA 1-2 2015; ERTA 3-4 2017)

Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

ASHRAE 90.1 - IP (2016; ERTA 1-8 2017; INT 1-5 2017) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE 90.1 - SI (2016; ERTA 1 2016; ERTA 2-10 2017; INT

1-5 2017) Energy Standard for Buildings Except Low-Rise Residential Buildings

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

ASSE 1001 (2016) Performance Requirements for

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Atmospheric Type Vacuum Breakers

ASSE 1003 (2009) Performance Requirements for Water

Pressure Reducing Valves for Domestic Water Distribution Systems - (ANSI approved 2010)

ASSE 1010 (2004) Performance Requirements for Water

Hammer Arresters (ANSI approved 2004)

ASSE 1011 (2004; Errata 2004) Performance

Requirements for Hose Connection Vacuum Breakers (ANSI approved 2004)

ASSE 1012 (2009) Performance Requirements for

Backflow Preventer with an Intermediate Atmospheric Vent - (ANSI approved 2009)

ASSE 1013 (2011) Performance Requirements for

Reduced Pressure Principle Backflow Preventers and Reduced Pressure Fire Protection Principle Backflow Preventers - (ANSI approved 2010)

ASSE 1018 (2001) Performance Requirements for Trap

Seal Primer Valves - Potable Water Supplied (ANSI Approved 2002

ASSE 1019 (2011; R 2016) Performance Requirements for Wall Hydrant with Backflow Protection and Freeze Resistance

ASSE 1020 (2004; Errata 2004; Errata 2004)

Performance Requirements for Pressure Vacuum Breaker Assembly (ANSI Approved 2004)

ASSE 1037 (2015) Performance Requirements for

Pressurized Flushing Devices (Flushometers) for Plumbing Fixtures

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA 10084 (2017) Standard Methods for the

Examination of Water and Wastewater

AWWA B300 (2010; Addenda 2011) Hypochlorites

AWWA B301 (2010) Liquid Chlorine

AWWA C203 (2008) Coal-Tar Protective Coatings and

Linings for Steel Water Pipelines - Enamel and Tape - Hot-Applied

AWWA C606 (2015) Grooved and Shouldered Joints

AWWA C651 (2014) Standard for Disinfecting Water Mains

AWWA C652 (2011) Disinfection of Water-

Storage Facilities

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AWWA C700 (2015) Cold-Water Meters -

Displacement Type, Metal Alloy Main Case

AWWA C701 (2015) Cold-Water Meters - Turbine

Type for Customer Service

AWWA D100 (2011) Welded Steel Tanks for Water

Storage AMERICAN WELDING SOCIETY (AWS)

AWS A5.8/A5.8M (2011; Amendment 2012) Specification for Filler Metals for Brazing and Braze Welding

AWS B2.2/B2.2M (2016) Specification for Brazing

Procedure and Performance Qualification

ASME INTERNATIONAL (ASME)

ASME A112.1.2 (2012; R 2017) Air Gaps in

Plumbing Systems (For Plumbing Fixtures and Water-Connected Receptors)

ASME A112.14.1 (2003; R 2017) Backwater Valves

ASME A112.19.1/CSA B45.2 (2013) Enameled Cast Iron and Enameled

Steel Plumbing Fixtures

ASME A112.19.17 (2010) Manufactured Safety Vacuum

Release Systems (SVRS) for Residential and Commercial Swimming Pool, Spa, Hot Tub, and Wading Pool Suction Systems

ASME A112.19.2/CSA B45.1 (2013) Standard for Vitreous China

Plumbing Fixtures and Hydraulic Requirements for Water Closets and Urinals

ASME A112.19.3/CSA B45.4 (2017; Errata 2017) Stainless Steel

Plumbing Fixtures

ASME A112.19.5 (2017) Flush Valves and Spuds for

Water Closets, Urinals, and Tanks

ASME A112.36.2M (1991; R 2017) Cleanouts

ASME A112.6.1M (1997; R 2017) Floor Affixed Supports for

Off-the-Floor Plumbing Fixtures for Public Use

ASME A112.6.3 (2016) Standard for Floor and Trench Drains

ASME A112.6.4 (2003: R 2012) Roof, Deck and

Balcony Drains

ASME B1.20.1 (2013) Pipe Threads, General Purpose (Inch)

ASME B16.12 (2009; R 2014) Cast Iron Threaded

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Drainage Fittings

ASME B16.15 (2013) Cast Copper Alloy Threaded

Fittings Classes 125 and 250

ASME B16.18 (2012) Cast Copper Alloy Solder

Joint Pressure Fittings

ASME B16.21 (2011) Nonmetallic Flat Gaskets for

Pipe Flanges

ASME B16.22 (2013) Standard for Wrought Copper and

Copper Alloy Solder Joint Pressure Fittings

ASME B16.23 (2011) Cast Copper Alloy Solder

Joint Drainage Fittings - DWV

ASME B16.24 (2011) Cast Copper Alloy Pipe Flanges and Flanged Fittings: Classes 150, 300, 600, 900, 1500, and 2500

ASME B16.29 (2012) Wrought Copper and Wrought Copper

Alloy Solder Joint Drainage Fittings -

DWV

ASME B16.3 (2011) Malleable Iron Threaded

Fittings, Classes 150 and 300

ASME B16.34 (2017) Valves - Flanged, Threaded and Welding End

ASME B16.39 (2014) Standard for Malleable Iron

Threaded Pipe Unions; Classes 150, 250, and 300

ASME B16.4 (2011) Standard for Gray Iron

Threaded Fittings; Classes 125 and

ASME B16.5 (2017) Pipe Flanges and Flanged Fittings

NPS 1/2 Through NPS 24 Metric/Inch Standard

ASME B16.50 (2013) Wrought Copper and Copper

Alloy Braze-Joint Pressure Fittings

ASME B31.1 (2016; Errata 2016) Power Piping

ASME B31.5 (2016) Refrigeration Piping and

Heat Transfer Components

ASME B40.100 (2013) Pressure Gauges and

Gauge Attachments

ASME BPVC SEC IV (2010) BPVC Section IV-Rules for Construction of Heating Boilers

SECTION 22 00 00 Page 5

ASME BPVC SEC IX (2010) BPVC Section IX-Welding and Brazing Qualifications

ASME BPVC SEC VIII D1 (2015) BPVC Section VIII-Rules for Construction of Pressure Vessels Division 1

ASME CSD-1 (2016) Control and Safety Devices for Automatically Fired Boilers

ASSOCIATION OF POOL & SPA PROFESSIONALS (APSP)

ANSI/APSP-16 (2011) Standard Suction Fittings for Use in Swimming Pools, Wading Pools, Spas, and Hot Tubs

ASTM INTERNATIONAL (ASTM)

ASTM A105/A105M (2014) Standard Specification for

Carbon Steel Forgings for Piping Applications

ASTM A183 (2014) Standard Specification for

Carbon Steel Track Bolts and Nuts

ASTM A193/A193M (2016) Standard Specification for

Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A47/A47M (1999; R 2014) Standard Specification for Ferritic Malleable Iron Castings

ASTM A515/A515M (2017) Standard Specification for

Pressure Vessel Plates, Carbon Steel, for Intermediate- and Higher-Temperature Service

ASTM A516/A516M (2017) Standard Specification for

Pressure Vessel Plates, Carbon Steel, for Moderate- and Lower-Temperature Service

ASTM A518/A518M (1999; R 2012) Standard Specification for Corrosion-Resistant High-Silicon Iron Castings

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc- Coated, Welded and Seamless

ASTM A536 (1984; R 2014) Standard Specification for Ductile Iron Castings

ASTM A733 (2013) Standard Specification for

Welded and Seamless Carbon Steel and Austenitic Stainless Steel Pipe Nipples

ASTM A74 (2017) Standard Specification for

Cast Iron Soil Pipe and Fittings

ASTM A888 (2017a) Standard Specification for

SECTION 22 00 00 Page 6

Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications

ASTM B111/B111M (2011) Standard Specification for Copper and Copper-Alloy Seamless Condenser Tubes and Ferrule Stock

ASTM B117 (2016) Standard Practice for Operating

Salt Spray (Fog) Apparatus

ASTM B152/B152M (2013) Standard Specification for Copper

Sheet, Strip, Plate, and Rolled Bar

ASTM B306 (2013) Standard Specification for Copper

Drainage Tube (DWV)

ASTM B32 (2008; R 2014) Standard Specification for

Solder Metal

ASTM B370 (2012) Standard Specification for Copper

Sheet and Strip for Building Construction

ASTM B42 (2015a) Standard Specification for

Seamless Copper Pipe, Standard Sizes

ASTM B43 (2014) Standard Specification for Seamless

Red Brass Pipe, Standard Sizes

ASTM B584 (2014) Standard Specification for Copper

Alloy Sand Castings for General

ASTM B75/B75M (2011) Standard Specification for Seamless

Copper Tube

ASTM B813 (2016) Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and Copper Alloy Tube

ASTM B828 (2016) Standard Practice for Making

Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings

ASTM B88 (2016) Standard Specification for Seamless

Copper Water Tube

ASTM B88M (2016) Standard Specification for Seamless

Copper Water Tube (Metric)

ASTM C1053 (2000; R 2010) Standard Specification for

Borosilicate Glass Pipe and Fittings for Drain, Waste, and Vent (DWV) Applications

ASTM C564 (2014) Standard Specification for Rubber

Gaskets for Cast Iron Soil Pipe and

ASTM C920 (2014a) Standard Specification for

Elastomeric Joint Sealants

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ASTM D1004 (2013) Initial Tear Resistance of Plastic Film and Sheeting

ASTM D1248 (2012) Standard Specification for

Polyethylene Plastics Extrusion Materials for Wire and Cable

ASTM D1785 (2012) Standard Specification for

Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

ASTM D2000 (2012; R 2017) Standard Classification

System for Rubber Products in Automotive

ASTM D2235 (2004; R 2016) Standard Specification for

Solvent Cement for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe and Fittings

ASTM D2239 (2012) Standard Specification for

Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter

ASTM D2241 (2015) Standard Specification for

Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)

ASTM D2464 (2015) Standard Specification for Threaded

Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80

ASTM D2466 (2017) Standard Specification for

Fittings, Schedule 40

ASTM D2467 (2015) Standard Specification for

Fittings, Schedule 80

ASTM D2564 (2012) Standard Specification for Solvent

Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems

ASTM D2657 (2007; R 2015) Heat Fusion Joining

Polyolefin Pipe and Fittings

ASTM D2661 (2014) Standard Specification for

Acrylonitrile-Butadiene-Styrene (ABS) Schedule 40, Plastic Drain, Waste, and Vent Pipe and Fittings

ASTM D2665 (2014) Standard Specification for

Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings

ASTM D2672 (2014) Joints for IPS PVC Pipe Using

Solvent Cement

SECTION 22 00 00 Page 8

ASTM D2683 (2014) Standard Specification for Socket-Type Polyethylene Fittings for Outside Diameter-Controlled Polyethylene Pipe and Tubing

ASTM D2737 (2012a) Polyethylene (PE) Plastic Tubing

ASTM D2822/D2822M (2005; R 2011; E 2011) Standard

Specification for Asphalt Roof Cement, Asbestos-Containing

ASTM D2846/D2846M (2017a) Standard Specification for

Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Hot- and Cold-Water Distribution Systems

ASTM D2855 (2015) Standard Practice for Making

Solvent-Cemented Joints with Poly(Vinyl Chloride) (PVC) Pipe and Fittings

ASTM D2996 (2017) Standard Specification for

Filament-Wound "Fiberglass" (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe

ASTM D3035 (2015) Polyethylene (PE) Plastic Pipe

(DR-PR) Based on Controlled Outside Diameter

ASTM D3122 (1995; R 2009) Solvent Cements for

Styrene-Rubber (SR) Plastic Pipe and

ASTM D3138 (2004; R 2016) Standard Specification for

Solvent Cements for Transition Joints Between Acrylonitrile-Butadiene-Styrene (ABS) and Poly(Vinyl Chloride) (PVC) Non-Pressure Piping Components

ASTM D3139 (1998; R 2011) Joints for Plastic Pressure

Pipes Using Flexible Elastomeric Seals

ASTM D3212 (2007; R 2013) Standard Specification for

Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals

ASTM D3261 (2016) Standard Specification for Butt

Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing

ASTM D3311 (2017) Standard Specification for Drain, Waste, and Vent (DWV) Plastic Fittings Patterns

ASTM D4101 (2014; E 2016) Standard Specification for

Polypropylene Injection and Extrusion Materials

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ASTM D4551 (2012) Poly(Vinyl Chloride) (PVC) Plastic Flexible Concealed Water- Containment Membrane

ASTM D638 (2014) Standard Test Method for

Tensile Properties of Plastics

ASTM E1 (2014) Standard Specification for

ASTM Liquid-in-Glass Thermometers

ASTM E96/E96M (2016) Standard Test Methods for

Water Vapor Transmission of Materials

ASTM F1290 (1998a; R 2011) Electrofusion

Joining Polyolefin Pipe and Fittings

ASTM F1760 (2016) Standard Specification for

Coextruded Poly(Vinyl Chloride) (PVC) Non-Pressure Plastic Pipe Having Reprocessed-Recycled Content

ASTM F2387 (2004; R 2012) Standard Specification for

Manufactured Safety Vacuum Release Systems (SVRS) for Swimming Pools, Spas, and Hot Tubs

ASTM F2389 (2017a) Standard Specification for

Pressure-rated Polypropylene (PP) Piping Systems

ASTM F409 (2017) Standard Specification for

Thermoplastic Accessible and Replaceable Plastic Tube and Tubular

ASTM F437 (2015) Standard Specification for

Threaded Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80

ASTM F438 (2017) Standard Specification for

Socket-Type Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40

ASTM F439 (2013) Standard Specification for

Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule

ASTM F441/F441M (2013; E 2013) Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 80

ASTM F442/F442M (2013; E 2013) Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe (SDR-PR)

ASTM F477 (2014) Standard Specification for

Elastomeric Seals (Gaskets) for Joining Plastic Pipe

SECTION 22 00 00 Page 10

ASTM F493 (2014) Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe and Fittings

ASTM F628 (2012; E 2013; E 2016) Standard

Specification for Acrylonitrile-Butadiene-Styrene (ABS) Schedule 40 Plastic Drain, Waste, and Vent Pipe with a Cellular Core

ASTM F877 (2011a) Crosslinked Polyethylene (PEX)

Plastic Hot- and Cold-Water Distribution Systems

ASTM F891 (2016) Standard Specification for

Coextruded Poly (Vinyl Chloride) (PVC) Plastic Pipe with a Cellular Core

CAST IRON SOIL PIPE INSTITUTE (CISPI)

CISPI 301 (2012) Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping

CISPI 310 (2012) Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications

COPPER DEVELOPMENT ASSOCIATION (CDA)

CDA A4015 (2016; 14/17) Copper Tube

Handbook CSA GROUP (CSA)

CSA B45.5-11/IAPMO Z124 (2011; Update 1 2012) Plastic Plumbing Fixtures - First Edition

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS

(IAPMO)

IAPMO PS 117 (2005b) Press Type Or Plain End Rub

Gasketed W/ Nail CU & CU Alloy Fittings 4 Install On CU Tubing

IAPMO UPC (2003) Uniform Plumbing Code

IAPMO Z124.8 (1990) Plastic Bathtub

Liners INTERNATIONAL CODE COUNCIL (ICC)

ICC A117.1 COMM (2017) Standard And Commentary Accessible and Usable Buildings and Facilities

ICC IPC (2018) International Plumbing

Code INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

SECTION 22 00 00 Page 11

ANSI/ISEA Z358.1 (2014) American National Standard for

Emergency Eyewash and Shower Equipment

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-110 (2010) Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends

MSS SP-25 (2013) Standard Marking System for

Valves, Fittings, Flanges and Unions

MSS SP-44 (2017) Steel Pipeline Flanges

MSS SP-58 (1993; Reaffirmed 2010) Pipe Hangers and Supports - Materials, Design and Manufacture, Selection, Application, and Installation

MSS SP-67 (2017; Errata 1 2017) Butterfly Valves

MSS SP-70 (2011) Gray Iron Gate Valves, Flanged and Threaded Ends

MSS SP-71 (2011; Errata 2013) Gray Iron Swing

Check Valves, Flanged and Threaded Ends

MSS SP-72 (2010a) Ball Valves with Flanged or

Butt-Welding Ends for General Service

MSS SP-78 (2011) Cast Iron Plug Valves, Flanged and Threaded Ends

MSS SP-80 (2013) Bronze Gate, Globe, Angle and

Check Valves

MSS SP-83 (2014) Class 3000 Steel Pipe Unions

Socket Welding and Threaded

MSS SP-85 (2011) Gray Iron Globe & Angle

Valves Flanged and Threaded Ends

NACE INTERNATIONAL (NACE)

NACE SP0169 (2015) Control of External Corrosion on

Underground or Submerged Metallic Piping Systems

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA 250 (2014) Enclosures for Electrical

Equipment (1000 Volts Maximum)

NEMA MG 1 (2016; SUPP 2016) Motors and Generators

NEMA MG 11 (1977; R 2012) Energy Management Guide for Selection and Use of Single Phase Motors

SECTION 22 00 00 Page 12

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 31 (2016) Standard for the Installation of

Oil-Burning Equipment

NFPA 54 (2018) National Fuel Gas Code

NFPA 90A (2018) Standard for the Installation of

Air Conditioning and Ventilating Systems

NSF INTERNATIONAL (NSF)

NSF 372 (2011) Drinking Water System Components -

Lead Content

NSF/ANSI 14 (2017b) Plastics Piping System Components and Related Materials

NSF/ANSI 61 (2016) Drinking Water System Components -

Health Effects

PLASTIC PIPE AND FITTINGS ASSOCIATION (PPFA)

PPFA Fire Man (2016) Firestopping: Plastic Pipe in Fire

Resistive Construction

PLUMBING AND DRAINAGE INSTITUTE (PDI)

PDI G 101 (2010) Testing and Rating Procedure for

Hydro Mechanical Grease Interceptors with Appendix of Installation and Maintenance

PDI WH 201 (2010) Water Hammer Arresters Standard

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

SAE J1508 (2009) Hose Clamp Specifications

U.S. DEPARTMENT OF ENERGY (DOE)

Energy Star (1992; R 2006) Energy Star Energy

Efficiency Labeling System (FEMP)

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA SM 9223 (2004) Enzyme Substrate Coliform Test

PL 93-523 (1974; A 1999) Safe Drinking Water Act

CFR

U.S.

NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

Energy Conservation Program for Consumer

Products

21 CFR 175 Indirect Food Additives: Adhesives and Components of Coatings

40 CFR 141.80 National Primary Drinking Water Regulations; Control of Lead and Copper;

SECTION 22 00 00 Page 13

General Requirements

PL 109-58 Energy Policy Act of 2005 (EPAct05)

UNDERWRITERS LABORATORIES (UL)

UL 174 (2004; Reprint Apr 2015) Household Electric Storage Tank Water Heaters

UL 1951 (2011; Reprint Aug 2017) UL Standard for Safety Electric Plumbing Accessories

UL 430 (2009; Reprint Dec 2014) Standard for Waste Disposers

UL 499 (2014; Reprint Feb 2016) UL Standard for

Safety Electric Heating Appliances

UL 732 (1995; Reprint Oct 2013) Oil-Fired Storage Tank Water Heaters

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Plumbing System; G

Detail drawings consisting of schedules, performance charts, instructions, diagrams, and other information to illustrate the requirements and operations of systems that are not covered by the Plumbing Code. Detail drawings for the complete plumbing system including piping layouts and locations of connections; dimensions for roughing-in, foundation, and support points; schematic diagrams and wiring diagrams or connection and interconnection diagrams. Detail drawings shall indicate clearances required for maintenance and operation. Where piping and equipment are to be supported other than as indicated, details shall include loadings and proposed support methods. Mechanical drawing plans, elevations, views, and details, shall be drawn to scale.

SD-03 Product

Plumbing System

Diagrams, instructions, and other sheets proposed for posting.

Manufacturer's recommendations for the installation of bell and spigot and hubless joints for cast iron soil pipe.

1.3 STANDARD PRODUCTS

Specified materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products.

Specified equipment shall essentially duplicate equipment that has performed satisfactorily at least two years prior to bid opening. Standard products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year use shall include applications of

SECTION 22 00 00 Page 14 equipment and materials under similar circumstances and of similar size.

The product shall have been for sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 2 year period.

1.3.1 Alternative Qualifications

Products having less than a two-year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6000 hours, exclusive of the manufacturer's factory or laboratory tests, can be shown.

1.3.2 Modification of References

In each of the publications referred to herein, consider the advisory provisions to be mandatory, as though the word, "shall" had been substituted for "should" wherever it appears. Interpret references in these publications to the "authority having jurisdiction", or words of similar meaning, to mean the Contracting Officer.

1.3.2.1 Definitions

For the International Code Council (ICC) Codes referenced in the contract documents, advisory provisions shall be considered mandatory, the word "should" shall be interpreted as "shall." Reference to the "code official" shall be interpreted to mean the "Contracting Officer." For Navy owned property, references to the "owner" shall be interpreted to mean the "Contracting Officer." For leased facilities, references to the "owner" shall be interpreted to mean the "lessor." References to the "permit holder" shall be interpreted to mean the "Contractor."

1.3.2.2 Administrative Interpretations

For ICC Codes referenced in the contract documents, the provisions of Chapter 1, "Administrator," do not apply. These administrative requirements are covered by the applicable Federal Acquisition Regulations (FAR) included in this contract and by the authority granted to the Officer in Charge of Construction to administer the construction of this project.

References in the ICC Codes to sections of Chapter 1, shall be applied appropriately by the Contracting Officer as authorized by his administrative cognizance and the FAR.

1.4 DELIVERY, STORAGE, AND HANDLING

Handle, store, and protect equipment and materials to prevent damage before and during installation in accordance with the manufacturer's recommendations, and as approved by the Contracting Officer. Replace damaged or defective items.

1.5 PERFORMANCE REQUIREMENTS

1.6 REGULATORY REQUIREMENTS

Unless otherwise required herein, plumbing work shall be in accordance with

ICC IPC.

1.7 PROJECT/SITE CONDITIONS

The Contractor shall become familiar with details of the work, verify dimensions in the field, and advise the Contracting Officer of any discrepancy before performing any work.

SECTION 22 00 00 Page 15

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

For products in this section, where applicable and to extent allowed by performance criteria, provide and document the following:

2.2 Materials

Materials for various services shall be in accordance with TABLES I and II. PVC pipe shall contain a minimum of 25 percent recycled content in accordance with ASTM F1760. Pipe schedules shall be selected based on service requirements. Pipe fittings shall be compatible with the applicable pipe materials. Plastic pipe, fittings, and solvent cement shall meet NSF/ANSI 14 and shall be NSF listed for the service intended.

Plastic pipe, fittings, and solvent cement used for potable hot and cold water service shall bear the NSF seal "NSF-PW." Hubless cast-iron soil pipe shall not be installed underground, under concrete floor slabs, or in crawl spaces below kitchen floors. Cast-iron pipe shall contain a minimum of 100 percent recycled content. Plastic pipe shall not be installed in air plenums. Plastic pipe shall not be installed in a pressure piping system in buildings greater than three stories including any basement levels.

2.2.1 Pipe Joint Materials

Cast iron soil pipe and fittings shall be marked with the collective trademark of the Cast Iron Soil Institute. Joints and gasket materials shall conform to the following:

a. Coupling for Cast-Iron Pipe: for hub and spigot type ASTM A74, AWWA C606. For hubless type: CISPI 310

b. PTFE Tape: PTFE Tape, for use with Threaded Metal or Plastic Pipe.

c. Rubber Gaskets for Cast-Iron Soil-Pipe and Fittings (hub and spigot type and hubless type): ASTM C564.

d. Plastic Solvent Cement for PVC Plastic Pipe: ASTM D2564 and ASTM D2855.

e. Plastic Solvent Cement for CPVC Plastic Pipe: ASTM F493.

PART 3 EXECUTION

3.1 GENERAL INSTALLATION REQUIREMENTS

Installation of plastic pipe where in compliance with NFPA may be installed in accordance with PPFA Fire Man. The plumbing system shall be installed complete with necessary fixtures, fittings, traps, valves, and accessories.

Water and drainage piping shall be extended 1.5 m 5 feet outside the building, unless otherwise indicated. Piping shall be connected to the exterior service lines or capped or plugged if the exterior service is not in place. Sewer and water pipes shall be laid in separate trenches, except when otherwise shown. Exterior underground utilities shall be at least 300 mm 12 inches below the finish grade or as indicated on the drawings. If trenches are closed or the pipes are otherwise covered before being connected to the service lines, the location of the end of each plumbing utility shall be marked with a stake or other acceptable means.

SECTION 22 00 00 Page 16

3.1.1 Water Pipe, Fittings, and Connections

3.1.1.1 Cutting and Repairing

The work shall be carefully laid out in advance, and unnecessary cutting of construction shall be avoided. Damage to building, piping, wiring, or equipment as a result of cutting shall be repaired by mechanics skilled in the trade involved.

3.1.1.2 Protection of Fixtures, Materials, and Equipment

Pipe openings shall be closed with caps or plugs during installation.

Fixtures and equipment shall be tightly covered and protected against dirt, water, chemicals, and mechanical injury. Upon completion of the work, the fixtures, materials, and equipment shall be thoroughly cleaned, adjusted, and operated.

3.1.2 Joints

Installation of pipe and fittings shall be made in accordance with the manufacturer's recommendations. Mitering of joints for elbows and notching of straight runs of pipe for tees will not be permitted. Joints shall be made up with fittings of compatible material and made for the specific purpose intended.

3.1.2.1 Threaded

Threaded joints shall have American Standard taper pipe threads conforming to ASME B1.20.1. Only male pipe threads shall be coated with graphite or with an approved graphite compound, or with an inert filler and oil, or shall have a polytetrafluoroethylene tape applied.

3.1.2.2 Cast Iron Soil, Waste and Vent Pipe

Bell and spigot compression and hubless gasketed clamp joints for soil, waste and vent piping shall be installed per the manufacturer's recommendations.

3.1.2.3 Plastic Pipe

PVC and CPVC pipe shall have joints made with solvent cement elastomeric, threading, (threading of Schedule 80 Pipe is allowed only where required for disconnection and inspection; threading of Schedule 40 Pipe is not allowed).

3.1.2.4 Other Joint Methods

3.1.4 Pipe Sleeves and Flashing

Pipe sleeves shall be furnished and set in their proper and permanent location.

SECTION 22 00 00 Page 17

3.1.4.1 Sleeve Requirements

Unless indicated otherwise, provide pipe sleeves meeting the following requirements:

Secure sleeves in position and location during construction. Provide sleeves of sufficient length to pass through entire thickness of walls, ceilings, roofs, and floors.

A modular mechanical type sealing assembly may be installed in lieu of a waterproofing clamping flange and caulking and sealing of annular space between pipe and sleeve. The seals shall consist of interlocking synthetic rubber links shaped to continuously fill the annular space between the pipe and sleeve using galvanized steel bolts, nuts, and pressure plates. The links shall be loosely assembled with bolts to form a continuous rubber belt around the pipe with a pressure plate under each bolt head and each nut. After the seal assembly is properly positioned in the sleeve, tightening of the bolt shall cause the rubber sealing elements to expand and provide a watertight seal between the pipe and the sleeve. Each seal assembly shall be sized as recommended by the manufacturer to fit the pipe and sleeve involved.

Sleeves shall not be installed in structural members, except where indicated or approved. Rectangular and square openings shall be as detailed. Each sleeve shall extend through its respective floor, or roof, and shall be cut flush with each surface, except for special circumstances. Pipe sleeves passing through floors in wet areas such as mechanical equipment rooms, lavatories, kitchens, and other plumbing fixture areas shall extend a minimum of 100 mm 4 inches above the finished floor.

Unless otherwise indicated, sleeves shall be of a size to provide a minimum of 25 mm one inch clearance between bare pipe or insulation and inside of sleeve or between insulation and inside of sleeve. Sleeves in bearing walls and concrete slab on grade floors shall be steel pipe or cast-iron pipe. Sleeves in nonbearing walls or ceilings may be steel pipe, cast-iron pipe, galvanized sheet metal with lock-type longitudinal seam, or plastic.

Except as otherwise specified, the annular space between pipe and sleeve, or between jacket over insulation and sleeve, shall be sealed as indicated with sealants conforming to ASTM C920 and with a primer, backstop material and surface preparation as specified in Section 07 92 00 JOINT SEALANTS. The annular space between pipe and sleeve, between bare insulation and sleeve or between jacket over insulation and sleeve shall not be sealed for interior walls which are not designated as fire rated.

Sleeves through below-grade walls in contact with earth shall be recessed 12 mm 1/2 inch from wall surfaces on both sides. Annular space between pipe and sleeve shall be filled with backing material and sealants in the joint between the pipe and concrete wall as specified above. Sealant selected for the earth side of the wall shall be compatible with dampproofing/waterproofing materials that are to be applied over the joint sealant.

3.1.9 Pipe Cleanouts

Pipe cleanouts shall be the same size as the pipe except that cleanout plugs larger than 100 mm 4 inches will not be required. A cleanout installed in connection with cast-iron soil pipe shall

SECTION 22 00 00 Page 18 consist of a long-sweep 1/4 bend or one or two 1/8 bends extended to the place shown. An extra-heavy cast-brass or cast-iron ferrule with countersunk cast-brass head screw plug shall be caulked into the hub of the fitting and shall be flush with the floor. Cleanouts in connection with other pipe, where indicated, shall be T-pattern, 90-degree branch drainage fittings with cast-brass screw plugs, except plastic plugs shall be installed in plastic pipe. Plugs shall be the same size as the pipe up to and including 100 mm 4 inches. Cleanout tee branches with screw plug shall be installed at the foot of soil and waste stacks, at the foot of interior downspouts, on each connection to building storm drain where interior downspouts are indicated, and on each building drain outside the building. Cleanout tee branches may be omitted on stacks in single story buildings with slab-on-grade construction or where less than 450 mm 18 inches of crawl space is provided under the floor. Cleanouts on pipe concealed in partitions shall be provided with chromium plated bronze, nickel bronze, nickel brass or stainless steel flush type access cover plates. Round access covers shall be provided and secured to plugs with securing screw. Square access covers may be provided with matching frames, anchoring lugs and cover screws. Cleanouts in finished walls shall have access covers and frames installed flush with the finished wall. Cleanouts installed in finished floors subject to foot traffic shall be provided with a chrome-plated cast brass, nickel brass, or nickel bronze cover secured to the plug or cover frame and set flush with the finished floor. Heads of fastening screws shall not project above the cover surface. Where cleanouts are provided with adjustable heads, the heads shall be cast iron or plastic.

3.7.1 Plumbing System

The following tests shall be performed on the plumbing system in accordance with ICC IPC, except that the drainage and vent system final test shall include the smoke test. The Contractor has the option to perform a peppermint test in lieu of the smoke test. If a peppermint test is chosen, the Contractor must submit a testing procedure and reasons for choosing this option in lieu of the smoke test to the Contracting Officer for approval.

a. Drainage and Vent Systems Test. The final test shall include a smoke test.

b. Building Sewers Tests.

3.9.2 Defective Work

If inspection or test shows defects, such defective work or material shall be replaced or repaired as necessary and inspection and tests shall be repeated. Repairs to piping shall be made with new materials. Caulking of screwed joints or holes will not be acceptable.

3.9.3 Operational Test

Upon completion of flushing and prior to disinfection procedures, the Contractor shall subject the plumbing system to operating tests to demonstrate satisfactory installation, connections, adjustments, and functional and operational efficiency. Such operating tests shall cover a period of not less than 8 hours for each system and shall include the following information in a report with conclusion as to the adequacy of the system:

SECTION 22 00 00 Page 19

a. Time, date, and duration of test.

b. Operation of each floor and roof drain by flooding with water.

3.12 TABLES

TABLE I

PIPE AND FITTING MATERIALS FOR DRAINAGE, WASTE, VENT AND CONDENSATE DRAIN PIPING

SYSTEMS

It Pipe and Fitting Materials

SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE G

# A B C D E F

1 Cast iron soil pipe and fittings, hub and spigot, ASTM A74 with compression gaskets. Pipe and fittings shall be marked with the CISPI trademark.

X X X X X

2 Cast iron soil pipe and fittings hubless, CISPI 301 and ASTM A888. Pipe and fittings shall be marked with the CISPI trademark.

X X X X

3 Cast iron drainage fittings, threaded, ASME B16.12 for use with Item 10

X X X

4 Cast iron screwed fittings (threaded) ASME B16.4 for use with Item 10

X X

TABLE I

PIPE AND FITTING MATERIALS FOR DRAINAGE, WASTE, VENT AND CONDENSATE DRAIN PIPING

SYSTEMS

It Pipe and Fitting Materials

SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE G

# A B C D E F

20 Polyvinyl Chloride plastic drain, waste and vent pipe and fittings, ASTM D2665, ASTM F891, (Sch 40)

ASTM F1760

X X X X

SECTION 22 00 00 Page 20

SERVICE:

A - Underground Building Soil, Waste and Storm Drain B - Aboveground Soil, Waste, Drain In Buildings C - Underground Vent D - Aboveground Vent E - Interior Rainwater Conductors Aboveground F - Corrosive Waste And Vent Above And Belowground G - Condensate Drain Aboveground

* - Hard Temper

-- End of Section --