B08_Solit_Attach_1D_YOSE-229677_Technical_Specs_Div_22-27.pdf
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- Solicitation number
- 140P2021R0082
About this file
This solicitation is for rehabilitation work at the Tuolumne Meadows Campground in Yosemite National Park to enhance visitor experience. The solicitation seeks general contracting services including plumbing, insulation, hangers and supports to rehabilitate existing facilities. Key requirements include replacing piping and fixtures, installing insulation on water supply and drain lines, and providing hangers and supports for piping per manufacturer specifications and codes. The work will be performed according to technical specifications for divisions 22 (plumbing) and related sections covering products, materials, testing and commissioning. The solicitation number is 140P2021R0082 and was issued by the National Park Service for work at Yosemite National Park.
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PLUMBING BASIC REQUIREMENTS
SECTION 22 00 00 - PLUMBING BASIC REQUIREMENTS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Work included in 22 00 00, Plumbing Basic Requirements applies to Division 22, Plumbing work to provide materials, labor, tools, permits, incidentals, and other services to provide and make ready for Contracting Officer's use of plumbing systems for proposed project.
1.2 RELATED SECTIONS
A. Contents of Section applies to Division 22, Plumbing Contract Documents.
B. Related Work:
1. Additional conditions apply to this Division including, but not limited to:
a. Government/Contracting Officer Agreement
b. Codes, Standards, Public Ordinances and Permits
1.3 REFERENCES AND STANDARDS
A. References and Standards per Procurement and Contracting Requirements, individual Division
22, Plumbing Sections and those listed in this Section.
B. Reference standards and guidelines include but are not limited to the latest adopted editions from:
1. ABA - Architectural Barriers Act
2. ADA - Americans with Disabilities Act
3. AHRI - Air-Conditioning Heating & Refrigeration Institute
4. ANSI - American National Standards Institute
5. ASCE - American Society of Civil Engineers
6. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers
7. ASHRAE Guideline 0, the Commissioning Process
8. ASME - American Society of Mechanical Engineers
9. ASPE - American Society of Plumbing Engineers
10. ASSE - American Society of Sanitary Engineering
11. ASTM - ASTM International
12. AWWA - American Water Works Association
13. CFR - Code of Federal Regulations
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14. CGA - Compressed Gas Association
15. CISPI - Cast Iron Soil Pipe Institute
16. ETL - Electrical Testing Laboratories
17. EPA - Environmental Protection Agency
18. FM - FM Global
19. IAPMO - International Association of Plumbing and Mechanical Officials
20. GAMA - Gas Appliance Manufacturers Association
21. HI - Hydraulic Institute Standards
22. ISO - International Organization for Standardization
23. MSS - Manufacturers Standardization Society
24. NEC - National Electric Code
25. NEMA - National Electrical Manufacturers Association
26. NFGC - National Fuel Gas Code
27. NFPA - National Fire Protection Association
28. NRCA - National Roofing Contractors Association
29. NSF - National Sanitation Foundation
30. OSHA - Occupational Safety and Health Administration
31. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association, Inc.
32. TEMA - Tubular Exchanger Manufacturers Association
33. TIMA - Thermal Insulation Manufacturers Association
34. UL - Underwriters Laboratories Inc.
C. See Division 22, Plumbing individual Sections for additional references.
1.4 SUBMITTALS
A. See General Requirements for Submittal Procedures as well as specific individual Division 22, Plumbing Sections.
B. Provide drawings in format and software release equal to the design documents. Drawings to be the same sheet size and scale as the Contract Documents.
C. In addition:
1. Product Data: Provide Manufacturer's descriptive literature for products specified in
Division 22, Plumbing Sections.
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2. Identify/mark each submittal in detail. Note what differences, if any, exist between the submitted item and the specified item. Failure to identify the differences will be considered cause for disapproval. If differences are not identified and/or not discovered during the submittal review process, Contractor remains responsible for providing equipment and materials that meet the Specifications and Drawings.
a. Label submittal to match numbering/references as shown in Contract Documents and schedules. Highlight and label applicable information to individual equipment or cross out/remove extraneous data not applicable to submitted model. Clearly note options and accessories to be provided, including field installed items.
Highlight connections by/to other trades.
b. Include technical data, installation instructions and dimensioned drawings for products, fixtures, equipment and devices installed, furnished or provided.
Reference Division 22, Plumbing Sections for specific items required in product data submittal outside of these requirements.
c. See Division 22, Plumbing Sections for additional submittal requirements outside of these requirements.
3. Structural/Seismic: Provide weights, dimensions, mounting requirements and like information required for mounting, seismic bracing, and support. Indicate manufacturer's installation and support requirements to meet ASCE 7 requirements for non-structural components . Provide engineered seismic drawings and equipment seismic certification.
Equipment Importance Factor as specified in Part 3 of this Section..
4. Trade Coordination: Include physical characteristics, device layout plans, and connections as required per Division 22, Plumbing Coordination Documents.
5. Make provisions for openings in building for admittance of equipment prior to start of construction or ordering of equipment.
6. Shop Drawings: Provide coordinated Shop Drawings which include physical characteristics of all systems. Reference individual Division 22, Plumbing Sections for additional requirements.
a. Provide Shop Drawings indicating sanitary and storm cleanout locations and type to Contracting Officer for approval prior to installation.
b. Provide Shop Drawings indicating access panel locations, size and elevation for approval prior to installation.
7. Samples: Provide samples when requested by individual Sections.
8. Operation and Maintenance Manuals: Comply with Government's Instructions and the following:
a. Submit, at one time, electronic files (PDF format) of manufacturer's operation and maintenance instruction manuals and parts lists for equipment or items requiring servicing. Include valve charts. Submit data when work is substantially complete and in same order format as submittals. Include name and location of source parts and service for each piece of equipment.
(1) Include copy of approved submittal data along with submittal review letters received from Contracting Officer. Data to clearly indicate installed
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equipment model numbers. Delete or cross out data pertaining to other equipment not specific to this project.
(2) Include copy of manufacturer's standard Operations and Maintenance for equipment. At front of each tab, provide routine maintenance documentation for scheduled equipment. Include manufacturer's recommended maintenance schedule and highlight maintenance required to maintain warranty. Furnish list of routine maintenance parts, including part numbers, sizes, quantities, relevant to each piece of equipment: belts, motors, lubricants, and filters.
(3) Include copy of complete parts list for equipment. Include available exploded views of assemblies and sub assemblies.
(4) Include copy of pressure, flow, leakage and purity test data and air and water systems test data, as applicable.
(5) Include copy of valve charts/schedules.
(6) Include warranties specified in individual Division 22, Plumbing Sections.
(7) Include product certificates of warranties and guarantees.
b. Thoroughly instruct Government in proper operation of systems. Where noted in individual Sections, training will include classroom instruction with applicable training aids and systems demonstrations. Field instruction per Part 3 article titled
"Demonstration".
c. Copies of certificates of code authority inspections, acceptance, code required acceptance tests, letter of conformance and other special guarantees, certificates of warranties, specified elsewhere or indicated on Drawings.
1.5 QUALITY ASSURANCE
A. Regulatory Requirements: Work and materials shall conform with all local, State and Federal codes, and other applicable laws and regulations. Where code requirements are at variance with
Contract Documents, meet code requirements as a minimum requirement and include costs necessary to meet these in Contract. Machinery and equipment are to comply with OSHA requirements, as currently revised and interpreted for equipment manufacturer requirements.
Install equipment provided per manufacturer recommendations.
B. Whenever this Specification calls for material, workmanship, arrangement or construction of higher quality and/or capacity than that required by governing codes, higher quality and/or capacity take precedence.
C. Drawings are intended to be diagrammatic and reflect the Basis of Design manufacturers equipment. They are not intended to show every item in its exact dimensions, or details of equipment or proposed systems layout. Verify actual dimensions of systems (i.e., piping) and equipment proposed to assure that systems and equipment will fit in available space. Contractor is responsible for design and construction costs incurred for equipment other than Basis of
Design, including, but not limited to, architectural, structural, electrical, HVAC, fire sprinkler, and plumbing systems.
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D. Manufacturer's Instructions: Follow manufacturer's written instructions. If in conflict with
Contract Documents, obtain clarification. Notify Contracting Officer in writing, before starting work.
E. Items shown on Drawings are not necessarily included in Specifications or vice versa. Confirm requirements in all Contract Documents.
F. Provide products that are UL listed.
G. Piping Insulation products to contain less than 0.1 percent by weight PBDE in all insulating materials.
H. All potable water system components, devices, material, or equipment containing a weighted average of greater than 0.25 percent lead are prohibited, and shall be certified in accordance with current editions of the Safe Drinking Water Act (SDWA), NSF 61 & NSF 372. Endpoint devices used to dispense water for drinking shall meet the requirements of NSF 61.
1.6 WARRANTY
A. Sections under this Division may require additional and/or extended warranties that apply beyond basic warranty. Provide all warranties specified.
1.7 COORDINATION DOCUMENTS
A. Prior to construction, coordinate installation and location of piping, plumbing equipment/fixtures, plumbing, with architectural and structural requirements, and other trades
(including historical preservation), and provide maintenance access requirements. Coordinate with submitted architectural systems and structural systems as submitted, including footings and foundation. Identify zone of influence from footings and ensure systems are not routed within the zone of influence.
B. Advise Contracting Officer in the event a conflict occurs in location or connection of equipment. Bear costs resulting from failure to properly coordinate installation or failure to advise Contracting Officer of conflict.
C. Verify in field exact size, location, invert, and clearances regarding existing material, equipment and apparatus, and advise Contracting Officer of discrepancies between that indicated on
Drawings and that existing in field prior to installation related thereto.
1.8 WORK INCLUDED
A. Furnish and install sleeves, inserts and anchorage required for the installation, which are embedded in work of other trades. Sleeve, wrap and seal piping in concrete.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Articles, fixtures, and equipment of a kind to be standard product of one manufacturer, including but not limited to fixtures, pumps, drains and equipment.
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2.2 STANDARDS OF MATERIALS AND WORKMANSHIP
A. Base contract upon furnishing materials as specified. Materials, equipment, and fixtures used for construction are to be new, latest products as listed in manufacturer's printed catalog data and are to be UL approved or have adequate approval or be acceptable by State, County, and
City authorities.
B. Names and manufacturer's names denote character and quality of equipment desired and are not to be construed as limiting competition.
C. Hazardous Materials:
1. Comply with local, State of California, and Federal regulations relating to hazardous materials.
2. Comply with Procurement and Contracting Requirements and General Requirements for this project relating to hazardous materials.
3. Do not use any materials containing a hazardous substance. If hazardous materials are encountered, do not disturb; immediately notify Contracting Officer. Hazardous materials will be removed by Government under separate contract.
PART 3 - EXECUTION
3.1 DELIVERY, STORAGE AND HANDLING
A. Handle materials delivered to project site with care to avoid damage. Store materials on site inside building or protected from weather, dirt and construction dust. Insulation and lining that becomes wet from improper storage and handling to be replaced before installation. Products and/or materials that become damaged due to water, dirt and/or dust as a result of improper storage to be replaced before installation.
B. Protect equipment and pipe to avoid damage. Close pipe openings with caps or plugs. Keep motors and bearings in watertight and dustproof covers during entire course of installation.
C. Protect bright finished shafts, bearing housings and similar items until in service.
3.2 ACCESSIBILITY AND INSTALLATION
A. Confirm Accessibility and Installation requirements in individual Division 22, Plumbing
Sections.
B. Install equipment requiring access (i.e., drain pans, drains, control operators, valves, motors, cleanouts and water heaters) so that they may be serviced, reset, replaced or recalibrated by service people with normal service tools and equipment. Do not install equipment in obvious passageways, doorways, scuttles or crawlspaces which would impede or block intended usage.
C. Install equipment and products complete as directed by manufacturer's installation instructions.
Obtain installation instructions from manufacturer prior to rough-in of equipment and examine instructions thoroughly. When requirements of installation instructions conflict with Contract
Documents, request clarification from Contracting Officer prior to proceeding with installation.
This includes proper installation methods, sequencing, and coordination with other trades and disciplines.
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D. Pipe Installation:
1. Provide installation of piping systems coordinated to account for expansion and contraction of piping materials and building as well as anticipated settlement or shrinkage of building. Install work to prevent damage to piping, equipment, and building and its contents. Provide piping offsets, loops, expansion joints, sleeves, anchors or other means to control pipe movement and minimize forces on piping. Verify anticipated settlement and/or shrinkage of building with the Project Structural Engineer. Verify construction phasing, type of building construction products and rating for coordinating installation of piping systems.
2. Include provisions for servicing and removal of equipment without dismantling piping.
3.3 SEISMIC CONTROL
A. Confirm Seismic Control requirements in Structural documents, and individual Division 22
Plumbing Sections.
B. General:
1. Earthquake resistant designs for Plumbing (Division 22) equipment and distribution, i.e.
motors, plumbing systems, piping, equipment, water heaters, boilers, etc. to conform to regulations of jurisdiction having authority.
2. Restraints which are used to prevent disruption of function of piece of equipment because of application of horizontal force to be such that forces are carried to frame of structure in such a way that frame will not be deflected when apparatus is attached to a mounting base and equipment pad, or to structure in normal way, utilizing attachments provided.
Secure equipment and distribution systems to withstand a force in direction equal to value defined by jurisdiction having authority.
3. Provide stamped Shop Drawings from licensed Structural Engineer of seismic bracing and seismic movement assemblies for piping equipment and water heaters. Submit Shop
Drawings along with equipment submittals.
4. Provide stamped Shop Drawings from licensed Structural Engineer of seismic flexible joints for piping and crossing building expansion or seismic joints. Submit Shop
Drawings along with seismic bracing details.
C. Piping:
1. Per "Seismic Restraints Manual Guidelines for Mechanical Systems" latest edition published by SMACNA or local requirements.
D. Provide means to prohibit excessive motion of plumbing equipment during earthquake.
3.4 REVIEW AND OBSERVATION
A. Confirm Review and Observation requirements in individual Division 22, Plumbing Sections.
B. Notify Contracting Officer in writing, at following stages of construction so that they may, at their option, visit site for review and construction observation:
1. Underground piping installation prior to backfilling.
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2. Prior to covering walls.
3. Prior to ceiling cover/installation.
4. When main systems, or portions of, are being tested and ready for inspection by
Contracting Officer.
C. Bear responsibility and cost to make piping accessible, to expose concealed lines, or to demonstrate acceptability of the system. If Contractor fails to notify Contracting Officer at times prescribed above, costs incurred by removal of such work are the responsibility of the
Contractor.
D. Final Punch:
1. Prior to requesting a final punch visit from the Contracting Officer, request from
Contracting Officer the Plumbing Precloseout Checklist, complete the checklist confirming completion of systems’ installation, and return to Contracting Officer.
Request a final punch visit from the Contracting Officer, upon Contracting Officer’s acceptance that the plumbing systems are ready for final punch.
2. Costs incurred by additional trips required due to incomplete systems will be the responsibility of the Contractor.
3.5 CONTINUITY OF SERVICE
A. Comply with individual Division 22, Plumbing Sections and the following:
1. During remodeling or addition to existing structures, while existing structure is occupied, current services to remain intact until new construction, facilities or equipment is installed.
2. Prior to changing over to new service, verify that every item is thoroughly prepared.
Install new piping, and wiring to point of connection.
3. Coordinate transfer time to new service with Government. If required, perform transfer during off peak hours. Once changeover is started, pursue to its completion to keep interference to a minimum.
a. If overtime is necessary, there will be no allowance made by the Government for extra expense for such overtime or shift work.
4. Organize work to minimize duration of power interruption.
3.6 CUTTING AND PATCHING
A. Comply with Section 01 73 29 Cutting and Patching. Comply with individual Division 22, Plumbing Sections and the following:
1. Proposed floor cutting/core drilling/sleeve locations to be approved by The Contracting
Officer. Submit proposed locations to the Contracting Officer. Where slabs are of post tension construction, perform x-ray scan of proposed penetration locations and submit scan results including proposed penetration locations to the Contracting Officer for approval.
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2. Additional work required by lack of proper coordination will be provided at no additional cost to the Government.
3.7 EQUIPMENT SELECTION AND SERVICEABILITY
A. Replace or reposition equipment which is too large or located incorrectly to permit servicing, at no additional cost to Government.
3.8 DEMOLITION
A. Confirm Demolition requirements in Division 02, Existing Conditions. Comply with individual
Sections in Division 22, Plumbing and the following:
1. Scope:
a. This project includes Historical Preservation. Coordinate with Historical
Preservationist and fully understand related scope prior to any demolition work.
b. It is the intent of these documents to provide necessary information and adjustments to plumbing system required to meet code, and accommodate installation of new work.
c. Coordinate with the Government so that work can be scheduled not to interrupt operations, normal activities, building access or access to different areas.
d. Existing Conditions: Determine exact location of existing utilities and equipment before commencing work, compensate the Government for damages caused by failure to exactly locate and preserve underground utilities. Replace damaged items with new material to match existing. Promptly notify the Government if utilities are found which are not shown on Drawings.
2. Equipment: Unless otherwise directed, equipment, fixtures, or fittings being removed as part of demolition process are the Government's property. Remove other items not scheduled to be reused or relocated from job site as directed by the Government.
3. Unless specifically indicated on Drawings, remove exposed, unused piping to behind finished surfaces (floor, walls, ceilings, etc.) and cap.
4. Unless specifically indicated on Drawings, remove unused equipment, fixtures, fittings, rough-ins, and connectors. Removal is to be to a point behind finished surfaces (floors, walls, and ceilings).
3.9 INSTALLATION
A. Confirm installation requirements in individual Division 22, Plumbing Sections.
B. Install equipment and fixtures in accordance with manufacturer's installation instructions, plumb and level and firmly anchored. Maintain manufacturer's recommended clearances.
C. Provide miscellaneous supports/metals required for installation of equipment and piping.
3.10 DEMONSTRATION
A. Confirm Demonstration requirements in individual Division 22, Plumbing Sections.
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B. Upon completion of work and adjustment of equipment and test systems, demonstrate to
Contracting Officer that equipment furnished and installed or connected under provisions of these Specifications functions in manner required. Provide field instruction to Contracting
Officer as specified in individual Division 22, Plumbing Sections.
C. Manufacturer's Field Services: Furnish services of a Contracting Officer at time approved by the
Government, to instruct maintenance personnel, correct defects or deficiencies, and demonstrate to satisfaction of Government that entire system is operating in satisfactory manner and complies with requirements of other trades that may be required to complete work. Complete instruction and demonstration prior to final job site observations.
3.11 CLEANING
A. Confirm cleaning requirements in individual Division 22, Plumbing Sections.
B. Upon completion of installation, thoroughly clean exposed portions of equipment, removing temporary labels and traces of foreign substances. Throughout work, remove construction debris and surplus materials accumulated during work.
3.12 PAINTING
A. Confirm requirements in Division 09, Finishes. In absence of specific requirements, comply with individual Division 22, Plumbing Sections and the following:
1. Ferrous Metal: After completion of plumbing work, thoroughly clean and paint exposed supports constructed of ferrous metal surfaces, i.e., hangers, hanger rods, equipment stands, with one coat of black asphalt for exterior or black enamel for interior, suitable for hot surfaces.
2. See individual equipment Specifications for other painting.
3. Structural Steel: Repair damage to structural steel finishes or finishes of other materials damaged by cutting, welding or patching to match original.
4. Covers: Covers such as manholes, cleanouts and the like will be furnished with finishes which resist corrosion and rust.
3.13 ACCEPTANCE
A. Comply with individual Sections in Division 22, Plumbing and the following:
1. System cannot be considered for acceptance until work is completed and demonstrated to
Contracting Officer that installation is in strict compliance with Specifications, Drawings and manufacturer's installation instructions, particularly in reference to following:
a. Cleaning
b. Operation and Maintenance Manuals
c. Training of Operating Personnel
d. Record Drawings
e. Warranty and Guaranty Certificates
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f. Start-up/Test Document
3.14 FIELD QUALITY CONTROL
A. Confirm Field Quality Control requirements in individual Division 22, Plumbing Sections.
B. Tests:
1. Conduct tests of equipment and systems to demonstrate compliance with requirements specified. Reference individual Specification Sections for required tests. Document tests and include in operation and maintenance manuals.
2. During site evaluations by Contracting Officer, provide appropriate personnel with tools to remove and replace trims, covers, and devices so that proper evaluation of installation can be performed.
3.15 LETTER OF CONFORMANCE
A. Provide Letter of Conformance, copies of manufacturers' warranties and extended warranties with a statement that plumbing items were installed in accordance with manufacturer's recommendations, UL listings and FM Global approvals. Include Letter of Conformance, copies of manufacturers' warranties and extended warranties in Operation and Maintenance Manuals.
END OF SECTION 22 00 00
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PLUMBING DEVICES
SECTION 22 05 19 - PLUMBING DEVICES
1.1 SUMMARY
A. Work Included:
1. Pressure-Gauge Fittings
2. Water Hammer Arrestors (Shock Absorbers)
3. Trap Seals
1.2 RELATED SECTIONS
A. Contents of Division 22, Plumbing apply to this Section.
1.3 REFERENCES AND STANDARDS
A. References and Standards as required by Section 22 00 00, Plumbing Basic Requirements.
1.4 SUBMITTALS
A. Submittals as required by Section 22 00 00, Plumbing Basic Requirements.
1.5 QUALITY ASSURANCE
A. Quality assurance as required by Section 22 00 00, Plumbing Basic Requirements apply to this
Section.
1.6 WARRANTY
A. Warranty of materials and workmanship as required by Section 22 00 00, Plumbing Basic
Requirements.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Pressure Gauge Fittings:
1. Omega
2. Weiss
3. Trerice
4. Or approved equivalent.
B. Water Hammer Arrestors (Shock Absorbers):
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1. Bellows Type:
a. Amtrol
b. J.R. Smith
c. Wade
d. Zurn
e. Or approved equivalent.
2. Piston Type:
a. PPP
b. Sioux Chief
c. Or approved equivalent.
C. Trap Primers:
1. Rectorseal SureSeal
2. Zurn
5. Or approved equivalent.
2.2 PRESSURE-GAUGE FITTINGS
A. Valves: NPS 1/4 (DN8) brass or stainless-steel needle type.
B. Siphons: NPS 1/4 (DN8) coil of brass turbine with threaded ends.
C. Snubbers: ASME B40.5, NPS 1/4 (DN8) brass bushing with corrosion-resistant porous-metal disc of material suitable for system fluid and working pressure.
2.3 WATER HAMMER ARRESTORS (SHOCK ABSORBERS)
A. Bellows-type, stainless steel casing and bellows, pressure rated, tested and certified in accordance with PDI WH-201 or ASSE 1010.
B. Piston-type, copper, brass or stainless steel with O-ring piston, pressure rated, tested and certified in accordance with PDI WH-201 or ASSE 1010.
2.4 TRAP SEAL
A. Inline floor drain trap sealer. Waterless style, HDPE housing with heavy duty silicone diaphragm and soft EPDM rubber sealing gasket, ASSE 1072 compliant.
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PART 3 - EXECUTION
3.1 GENERAL INSTALLATION REQUIREMENTS
A. For plumbing devices requiring access from access panels (i.e. trap primers, water hammer arrestors and the like) submit location/size of all access panels to Contracting Officer for approval prior to purchase and installation of access panel. See Section 22 00 00, Plumbing
Basic Requirements for additional requirements.
B. Provide instruments with scale ranges selected according to service with largest appropriate scale.
C. Install per manufacturer recommendations.
3.2 PRESSURE-GAUGE FITTINGS
A. Install pressure gauge fittings where exposure to heat and vibration are minimal and where the dial can be easily read. It is also important to install the gauge in a location with undisturbed and continuous flow of the pressure medium.
B. Provide a needle valve or gauge cock, installed between the process and the pressure gauges.
C. Locations: Install in the following locations, and elsewhere as indicated.
1. At water service to building.
D. Install per manufacturer recommendations.
3.3 WATER HAMMER ARRESTORS (SHOCK ABSORBERS)
A. Install in upright position, in locations and of sizes in accordance with PDI WH-201 or ASSE
1010, and elsewhere as indicated.
B. Locate shock absorbers in supply pipe in accordance with recommendations of Plumbing and
Drainage Institute PDI-WH201 or ASSE 1010. Install ahead of solenoid operated valves.
Determine size of absorber by fixture unit value of fixture supplied, using PDI symbols to designate sizes. Provide access panel for each shock absorber.
C. Install per manufacturer recommendations.
3.4 TRAP SEAL
A. Install per manufacturer recommendations.
END OF SECTION 22 05 19
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GENERAL-DUTY VALVES FOR PLUMBING PIPING
SECTION 22 05 23 - GENERAL-DUTY VALVES FOR PLUMBING PIPING
1.1 SUMMARY
A. Work Included:
1. Valves, General
2. Ball Valves
1.2 RELATED SECTIONS
A. Contents of Division 22 apply to this Section.
1.3 REFERENCES AND STANDARDS
A. References and Standards as required by Section 22 00 00, Plumbing Basic Requirements.
1.4 SUBMITTALS
A. Submittals as required by Section 22 00 00, Plumbing Basic Requirements.
1.5 QUALITY ASSURANCE
A. Quality assurance as required by Section 22 00 00, Plumbing Basic Requirements.
B. In addition, meet the following:
1. NSF 61, Annex G and/or NSF/ANSI 372 for potable water services. Valves must be 3rd-party certified.
2. ISO 9001 Certified.
3. IAPMO Certified for Low Lead.
C. Source Limitations for Valves: Obtain each type of valve from a single source and from a single manufacturer.
D. Model numbers indicated as Basis-of-Design indicate valve characteristics. All valves are to meet code Low Lead/Lead Free Standards.
1.6 WARRANTY
A. Warranty of materials and workmanship as required by Section 22 00 00, Plumbing Basic
Requirements.
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PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Source Limitations for Valves: Obtain each type of valve from a single source and from a single manufacturer.
B. Valves, General:
1. Apollo
2. Armstrong
3. Conbraco
4. Hammond
5. Milwaukee
6. Mueller
7. Nibco
8. Red-White Valve
9. Or approved equivalent.
C. Ball Valves:
1. See Valves General above.
2. NSF Valves:
a. Clow
b. Kennedy
c. Nibco
d. Or approved equivalent.
2.2 VALVES - GENERAL
A. General:
1. Sizes: Unless otherwise indicated, provide valves of same size as upstream pipe size.
2. Valve Identification: Manufacturer's name (or trademark) and pressure rating clearly marked on valve body.
B. Valves in Insulated Piping: With 2-inch stem extension and following features:
1. Ball Valves: With extended operating handle of non-thermal-conductive material, and protective sleeve that allows operation on valve without breaking the vapor seal or disturbing insulation and memory stops that are fully adjustable after insulation is applied.
C. Valve-End Connections:
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1. Flanged: With flanges according to ASME B16.1 for iron valves.
2. Solder Joint: With sockets according to ASME B16.18.
3. Threaded: With thread according to ASME B1.20.1.
D. Valve Bypass and Drain Connections: MSS SP-45.
E. Building Service:
1. Shutoff and Isolation Valves:
a. Pipe Sizes 3-inches and Smaller: Ball Valve.
2. Drain Service: Ball Valves.
3. Strainer Blow-Off: Ball Valve.
2.3 BALL VALVES
A. All ball valves on brazed piping are to be three-piece.
B. 2-1/2 Inches and Smaller: MSS SP-110, 400-600 PSI, two-piece full port ball configuration, bronze body, extended soldered ends for copper pipe and threaded ends for iron pipe, lead-free brass or stainless steel ball, lead-free brass stem, Teflon seat, extended steel handle. Apollo
77CLF 100 Series two-piece.
PART 3 - EXECUTION
3.1 GENERAL INSTALLATION REQUIREMENTS
A. Prepare valves for shipping as follows:
1. Protect internal parts against rust and corrosion.
2. Protect threads, flange faces, grooves, and weld ends.
3. Set ball valves open to minimize exposure of functional surfaces.
B. Use the following precautions during storage:
1. Maintain valve end protection.
2. Store valves indoors and maintain at higher than ambient dew-point temperature. If outdoor storage is necessary, store valves off the ground in watertight enclosures.
C. Inspect the shipping container before unpacking to look for damage that could have occurred during transport, and report it to the transportation company immediately. After visual inspection, remove the valve from the shipping container. Make sure the faces are free of any scratches and that there is not any obvious damage to the actuator assembly or valve body.
D. Make sure to note the valve's model number during the unpacking process. The model number will need to be provided when purchasing replacement parts.
E. Purge and clean all piping to be connected to valve.
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F. Install per manufacturer's recommendations.
G. Determine that the valve and its plumbing piping is adequately supported when installed. If a valve is not adequately supported, this could prevent the valve from operating and sealing correctly. Be sure that all mating flanges are in line and parallel to minimize straining on joints and valve body.
H. Do not attempt to repair defective valves; replace with new valves.
I. Install valves where required for proper operation of piping and equipment, including valves in branch lines where necessary to isolate sections of piping. Locate valves so as to be accessible and so that separate support can be provided when necessary.
J. Install valves with stems pointed up, in vertical position where possible, but in no case with stems pointed downward from horizontal plane unless unavoidable. Install valve drains with hose end adapter and cap on chain for each valve that must be installed with stem below horizontal plane. Ensure installation provides full stem movement.
K. Insulation: Where insulation is indicated, install extended stem valves, arranged in proper manner to receive insulation.
L. Seats: Renewable seats, except where otherwise indicated.
M. When soldering, use paste flux that are approved by the manufacturer for use with lead free alloys.
N. If valve applications are not indicated on Drawings, use the following:
1. Shutoff Service: Ball valves.
O. If valves with specified SWP classes or CWP ratings are not available, the same types of valves with higher SWP classes or CWP ratings may be substituted.
P. Valves, except wafer/butterfly types, with the following end connections:
1. For Copper Tubing, 2-inches and Smaller. Threaded ends except where solder-joint valve-end.
2. For Steel Piping, 2-inches and Smaller: Threaded ends.
Q. Valve Adjusting and Cleaning:
1. Inspect valves for leaks. Adjust or replace packing to stop leaks. Replace valve if leak persists.
3.2 BALL VALVES
A. See General Installation Requirements above.
END OF SECTION 22 05 23
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HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
EQUIPMENT
SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
1.1 SUMMARY
A. Work Included:
1. Pipe Hangers and Supports for Plumbing Piping and Equipment
2. Wall and Floor Sleeves
3. Building Attachments
4. Flashing
5. Miscellaneous Metal and Materials
1.2 RELATED SECTIONS
A. Contents of Division 22 apply to this Section.
1.3 REFERENCES AND STANDARDS
A. References and Standards as required by Section 22 00 00, Plumbing Basic Requirements.
B. In addition, meet the following:
1. ASCE 7, Minimum Design Loads for Buildings and Other Structures.
2. Hanger spacing installation and attachment to meet all manufacturer's requirements and
MSS SP-58.
3. Terminology: As defined in MSS SP-90 "Guidelines on Terminology for Pipe Hangers and Supports".
4. Install piping per SMACNA's requirements.
1.4 SUBMITTALS
A. Submittals as required by Section 22 00 00, Plumbing Basic Requirements.
1.5 QUALITY ASSURANCE
A. Quality assurance as required by Section 22 00 00, Plumbing Basic Requirements.
1.6 WARRANTY
Requirements.
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1.7 PERFORMANCE REQUIREMENTS
A. General - Provide pipe and equipment hangers and supports in accordance with the following:
1. When supports, anchorages, and seismic restraints for piping are not shown on the
Drawings, the contractor is responsible for their design.
2. Connections to structural framing are not to introduce twisting, torsion, or lateral bending in the framing members. Provide supplementary steel as required.
B. Engineered Support Systems:
1. Support frames such as pipe racks or stanchions for piping and equipment which provide support from below.
2. Equipment and piping support frame anchorage to supporting slab or structure.
C. Provide seismic restraint hangers and supports for piping and equipment.
D. Obtain approval from Contracting Officer for seismic restraint hanger and support system to be installed for piping and equipment.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Pipe Hangers and Supports for Plumbing Piping and Equipment:
1. Pipe Hangers/Supports:
a. B-Line Systems, Inc.
b. Anvil International
c. HOLDRITE
d. Erico Co., Inc.
e. Snappitz Thermal Pipe Shield Manufacturing
f. Rilco Manufacturing Co. Inc.
g. Nelson-Olson Inc.
h. Or approved equivalent.
B. Wall and Floor Sleeves:
1. Below Grade and High Water Table Areas:
a. Modular Link Sealing System at Pipe Sleeves:
(1) Thunderline Corporation
(2) Or approved equivalent.
C. Building Attachments:
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1. Anchor-It
2. Gunnebo Fastening Corp.
3. ITW Ramset/Red Head
4. Masterset Fastening Systems, Inc.
5. Or approved equivalent.
D. Flashing:
1. Fastenal
2. Or approved equivalent.
E. Miscellaneous Metal and Materials:
1. See Miscellaneous Metal and Materials article below.
2. Powder-Actuated Fastener Systems:
a. Gunnebo Fastening Corp.
b. Hilti, Inc.
c. ITW Ramset/Red Head.
d. Masterset Fastening Systems, Inc.
e. Or approved equivalent.
2.2 PIPE HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
A. Horizontal Piping Hangers and Supports - Horizontal and Vertical Piping, and Hanger Rod
Attachments:
1. Factory fabricated horizontal piping hangers and supports to suit piping systems in accordance manufacturer's published product information.
2. Use only one type by one manufacturer for each piping service.
3. Select size of hangers and supports to exactly fit pipe size for bare piping and to exactly fit around piping insulation with saddle or shield for insulated piping.
4. Provide copper-plated hangers and supports for uninsulated copper piping systems.
5. Provide padded pipe hangers, clamps and supports for thermoplastic piping system.
6. Install no hub cast iron pipe and fittings per CISPI 301-09 Installation Procedures for
Hubless Cast Iron Pipe and Fittings for Sanitary and Storm Drain Waste and Vent Piping
Applications. Brace hubless cast iron pipe and fittings 5-inch and larger with HOLDRITE
No Hub Pipe Restraints or approved equivalent.
B. Pipe Hangers, Guides and Channel Systems:
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1. Hanger Rods: Hanger rods continuously threaded or threaded ends only in concealed spaces and threaded ends only in exposed spaces; finish electro-galvanized or cadmium-plated in concealed spaces and prime painted in exposed spaces; sizes per MSS.
2. Hanger Rod Couplings: Malleable iron rod coupling with elongated center sight gap for visual inspection; to have same finish as hanger rods.
3. Pipe Rings for Hanger Rods: Pipe sizes 2-inch and smaller, MSS SP Type 6 or Type 10, or approved equivalent. Pipe sizes 2-1/2-inches and larger, clevis type hangers with adjustable nuts on rod. MSS SP Type 1. Pipe rings to have same finish as hanger rods.
C. Concrete Inserts:
1. Malleable iron body, hot dipped galvanized finish. Lateral adjustment. MSS Type 18.
D. Continuous Concrete Insert:
1. Steel construction, minimum 12 gauge. Electrogalvanized finish. Pipe clamps and insert nuts to match.
E. Beam Clamps:
1. MSS Type 19 and 23, wide throat, with retaining clip.
2. Universal Side Beam Clamp: MSS Type 20.
F. Below Ground:
1. Pipe Hangers: Adjustable Clevis type, Federal Specification WW-H-171 (Type 1), UL listed, stainless steel Type 316. MSS Type 1. If PVC piping to be used, provide Type 1 hanger, coated for PVC piping.
2. Rod: 5/8-inch stainless steel Type 316.
3. Eyebolt: Stainless steel Type 316.
4. Nuts and Washers: Stainless steel Type 316.
G. Hangers for Pipe Size 2-inches and Smaller:
1. Adjustable swivel ring hanger, UL listed, Type 6 or Type 10.
H. Hangers for Pipe Size 2-1/2-inches and Larger:
1. Adjustable clevis type, UL listed, Type 1.
I. Riser Clamps:
1. Steel, UL listed. MSS Type 8.
J. Plumbers Tape:
1. Not permitted as pipe hangers or pipe straps.
2.3 WALL AND FLOOR SLEEVES
A. Below Grade and High Water Table Areas:
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1. Modular Link Sealing System at Pipe Sleeves: Neoprene gasket links bolted together around an interior sleeve forming a watertight seal. Use a modular link sealing system at sleeves to continuously fill the annular space between the pipe and the wall opening.
Provide Link-seal Type C unless otherwise noted. OS with S-316 stainless construction for continuous water/tank walls.
2. Sleeves through concrete foundation walls and floors. Ductile iron pipe. Class 50 or 51 pipe conforming to ANSI/AWWA C151/A21.51, cement lined. Pipe sleeve will extend a minimum of 6-inches beyond outside perimeter of foundation. Final placement of sleeve will be confirmed with The Contracting Officer. In areas with a high water table, provide
AWWA C900, Class 235 plastic pipe in lieu of ductile iron pipe.
B. Insulating Caulking: Eagle or Pitcher Super 66 high temperature cement.
C. Fabricated Accessories:
1. Steel Pipe Sleeves: Fabricate from Schedule 40 black or galvanized steel pipe. Remove end burrs by grinding.
2. Sheet Metal Pipe Sleeves: Fabricate from G-90 galvanized sheets closed with lock-seam joints. Provide following minimum gauges for sizes indicated:
a. Sleeve Size 4-inches in Diameter and Smaller: 18 gauge.
b. Sleeve Sizes 5-inches to 6-inches: 16 gauge.
c. Sleeve Sizes 7-inches and Larger: 14 gauge.
d. Fire-Rated Safing Material:
(1) Rockwool Insulation: Complying with FS-HH-I-558, Form A, Class IV, 6 lbs./cu.ft. density with melting point of 1985 degrees F and K value of 0.24 at 75 degrees F.
(2) Calcium Silicate Insulation: Noncombustible, complying with FS-HH-I-523, Type II, suitable for 100 degrees F to 1200 degrees F service with K value of 0.40 at 150 degrees F.
2.4 BUILDING ATTACHMENTS
A. General: Anchor supports to existing masonry, block and tile walls per anchoring system manufacturer's recommendations or as modified by The Contracting Officer. Provide anchor bolts suitable for cracked concrete.
B. Anchor Bolts:
1. Anchor Bolts (Cast-In-Place): Steel bolts, ASTM A307. Nuts to conform to ASTM
A194. Design values for shear and tension not more than 80 percent of the allowable listed loads.
2. Anchor (Expansion) Bolts: Carbon steel to ASTM A307; nut to conform to ASTM A194;
drilled-in type. Design values for shear and tension not more than 80 percent of the allowable listed loads.
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3. Anchor (Adhesive) Bolts: Consisting of two-part adhesive cartridge and zinc-plated Type
A307 steel anchor bolt rod assembly with ASTM A194 nut.
C. Beam Clamps:
1. MSS Type 19 and 23, wide throat, with retaining clip.
2. Universal Side Beam Clamp: MSS Type 20.
D. Mechanical-Anchor Fasteners: Insert-type attachments with pull-out and shear capacities appropriate for supported loads and building materials where used.
E. Grout: ASTM C1107, Grade B, factory mixed and packaged, nonshrink and nonmetallic, dry, hydraulic-cement grout.
1. Characteristics: Post hardening and volume adjusting; recommended for both interior and exterior applications.
2. Properties: Nonstaining, noncorrosive, and non-gaseous.
3. Design Mix: 5000-PSI (34.5-MPa), 28-day compressive strength.
2.5 FLASHING
A. Steel Flashing: 26 gauge galvanized steel.
B. Safes: 8 mil thick neoprene.
C. Caps: Steel, 22 gauge minimum, 16 gauge at fire-resistant structures.
D. Provide hot dipped galvanized components for items exposed to weather.
2.6 MISCELLANEOUS METAL AND MATERIALS
A. Miscellaneous Metal: Provide miscellaneous metal items specified hereunder, including materials, fabrication, fastenings and accessories required for finished installation, where indicated on Drawings or otherwise not shown on drawings, that are necessary for completion of the project. The Contractor is responsible for their design.
1. Fabricate miscellaneous units to size, shapes and profiles indicated or, if not indicated, of required dimensions to receive adjacent other work to be retained by framing. Except as otherwise shown, fabricate from structural steel shapes and plates and steel bars, of welded construction using mitered joints for field connection. Cut, drill and tap units to receive hardware and similar items.
B. Structural Shapes: Where miscellaneous metal items are needed to be fabricated from structural steel shapes and plates, provide members constructed of steel conforming with requirements of
ASTM A36 or approved equivalent.
C. Steel Pipe: Provide seamless steel pipe conforming to requirements of ASTM A53, Type S, Grade A, or Grade B. Weight and size required as specified.
D. Fasteners: Provide fasteners of types as required for assembly and installation of fabricated items; surface-applied fasteners are specified elsewhere.
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E. Bolts: Low carbon steel externally and internally threaded fasteners conforming with requirements of ASTM A307; include necessary nuts and plain hardened washers. For structural steel elements supporting mechanical material or equipment from building structural members or connection thereto, use fasteners conforming to ASTM A325.
F. Miscellaneous Materials: Provide incidental accessory materials, tools, methods and equipment required for fabrication.
G. Provide hot dipped galvanized components for items exposed to weather.
H. Use straps, threshold rods and wire with sizes required by SMACNA to support piping.
I. Grout: ASTM C1107, Grade B, factory mixed and packaged, nonshrink and nonmetallic, dry, hydraulic-cement grout.
1. Characteristics: Post hardening and volume adjusting; recommended for both interior and exterior applications.
2. Properties: Nonstaining, noncorrosive, and non gaseous.
3. Design Mix: 5000-PSI (34.5-MPa), 28-day compressive strength.
PART 3 - EXECUTION
3.1 GENERAL INSTALLATION REQUIREMENTS
A. Examination:
1. Verify building materials to have hangers and attachments affixed in accordance with hangers to be used. Provide supporting calculations.
B. Preparation:
1. Examine Drawings and coordinate for verification of exact locations of fire and smoke rated walls, partitions, floors and other assemblies. Indicate, by shading and labeling on
Record Drawings such locations and label as "1-Hour Wall," "2-Hour Fire/Smoke
Barrier," and the like. Determine proper locations for piping penetrations. Set sleeves in place in new floors, walls or roofs prior to concrete pour or grouting.
C. Install hangers, supports, anchors and sleeves after required building structural work has been completed in areas where the work is to be installed. Coordinate with The Contracting Officer proper placement of inserts, anchors and other building structural attachments.
3.2 PIPE HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
A. Hangers and Supports:
1. Comply with MSS SP-58. Pipe Hanger and Support Installation: Install hangers, supports, clamps, and attachments as required to properly support piping from building structure. For horizontally hung grooved-end piping, provide a minimum of 2 hangers per pipe section.
2. Pipe Ring Diameters:
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a. Uninsulated and Insulated Pipe, except where oversized pipe rings are specified:
Ring inner diameter to suit pipe outer diameter.
b. Insulated Piping Where Oversized Pipe Rings are Specified and Vibration Isolating
Sleeves: Ring inner diameter to suit outer diameter of insulation or sleeve.
3. Oversize Pipe Rings: Provide oversize pipe rings of 2-inch and larger size.
4. Steel Backing in Walls: Provide steel backing in walls to support fixtures and piping hung from steel stud walls.
5. Do not support piping from other piping.
6. Prevent electrolysis in support of copper tubing by use of hangers and supports which are copper plated.
7. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers and other accessories.
8. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchor, and to facilitate the action of expansion joints, expansion loops, expansion bends and similar units.
9. Load Distribution: Install hangers and supports so that piping live and dead loads and stresses from movement will not be transmitted to connected equipment.
10. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and so maximum pipe deflections allowed by ASME B31.9, "Building Services Piping" is not exceeded.
11. Insulated Piping: (comply with the following)
a. Attach clamps and spacers to piping.
(1) Piping Operating above Ambient Air Temperature: Clamp may project through insulation.
(2) Piping Operating below Ambient Air Temperature: Use thermal-hanger shield insert with clamp sized to match OD of insert.
(3) Do not exceed pipe stress limits according to ASME B31.9.
12. Pipe supports and hanger spacing (pipe supported from structure or floor-supported) to meet the requirements of References and Standards Article in Part 1 above.
B. Vertical Piping:
1. Support with U-clamps fastened to wall to hold piping away from wall unless otherwise approved.
2. Riser clamps to be directly under fitting or welded to pipe. Provide neoprene pads for all systems except natural gas.
C. Adjusting and Painting:
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1. Adjust hangers so as to distribute loads equally on attachments. Provide grout under supports to bring piping and equipment to proper level and elevations.
2. Prime paint ferrous nongalvanized hangers, accessories, and supplementary steel which are not factory painted.
3.3 WALL AND FLOOR SLEEVES
A. "Link-Seal" Pipe Sleeves: Install at slab on grade floor/below grade piping penetrations. Provide manufacturer's sleeve appropriate to seal type for pre-cast penetrations (except for DWV piping at slab on grade). Provide manufacturer's sleeve appropriate to seal type for pre-cast penetrations.
B. Fabricated Pipe Sleeves:
1. Provide either steel or sheet metal pipe sleeves…
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