S02_618-CSI-240_Spec VOL2.pdf
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This document is a Technical Specifications Volume 2 for a Veterans Affairs Medical Center (VAMC) SPS Equipment Site Preparation project located in Minneapolis, Minnesota, with project number 618-CSI-240. The project involves modifying the existing fire sprinkler system within a specific work area to accommodate a new floor plan, with minimal changes to the existing infrastructure. The specifications cover technical requirements for fire suppression systems, including detailed guidelines for installation, design, testing, and certification, with a focus on compliance with NFPA 72 and VA Fire Protection Design Manual standards.
The project is set aside exclusively for Service-Disabled Veteran-Owned Small Businesses (SDVOSB) under NAICS code 236220 for Commercial and Institutional Building Construction, with a small business size standard of $45,000,000. The estimated project magnitude is between $2,000,000 and $5,000,000. Key technical requirements include using NICET level III or IV certified technicians for system design and installation, maintaining existing control valves and equipment where possible, and ensuring comprehensive documentation, testing, and warranty provisions. The project aims to upgrade and prepare the site for replacement of medical equipment, specifically Steris Medivators and Cart Washers.
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SPS Equipment Site Prep
VA PROJECT NUMBER: 618-CSI-240
1 Veterans Drive
Minneapolis, MN 55417
TECHNICAL SPECIFICATIONS
Volume 2: DIVISIONS 21 - 28
ANDERSON ENGINEERING OF MN, LLC
Project Number: 17754
Issue for
Bid Documents January 31, 2025
Anderson Engineering of Minnesota, LLC 13605 1st Avenue North Plymouth, MN 55441
Phone: 763-412-4000 Fax: 763-412-4090
VAMC Minneapolis SPS Equipment Site 1 Veterans Drive
VA Project# 618-CSI-240 01-31-2025
Bid Documents Prep
CERTIFICATIONS PAGE
01/31/2025
Architect:
I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota
Signature _
Typed or Printed Name:
Tom Olesak
Date: 01/31/2025
License Number: 18157
Professional Engineer: (Structural) or under my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the state of Minnesota
Signature
Scott Vedvei
Date: _0__1__/_3_1_/2_0_2_5_
License Number: 63318
Professional Engineer: (Fire Protection)
1 Veterans Drive
VA Project# 618-CSI-240 01-31-2025
Bid Documents Prep
Professional Engineer: (Mechanical)
Professional Engineer: (Electrical) or under my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the state of Minnesota
Signature
Andrew Weber
Date: 01/31/2025
License Number: 62718
- - - END - - -
1 Veterans Drive
VA Project# 618-CSI-240 01-31-2025
Bid Documents 06-24-24
Prep
00 01 10-1
DEPARTMENT OF VETERANS AFFAIRS
VHA MASTER SPECIFICATIONS
TABLE OF CONTENTS
Section 00 01 10
SECTION NO DIVISION AND SECTION TITLES DATE
DIVISION 00 - SPECIAL SECTIONS
00 01 15 List of Drawing Sheets 05-20
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 General Requirements 11-21 01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 01-24 01 33 23 Shop Drawings, Product Data, and Samples 11-23 01 35 26 Safety Requirements 05-24 01 42 19 Reference Standards 11-20 01 45 00 Quality Control 02-21 01 57 19 Temporary Environmental Controls 01-21 01 58 16 Temporary Interior Signage 07-15 01 74 19 Construction Waste Management 04-22 01 81 13 Sustainable Construction Requirements 10-17 01 91 00 General Commissioning Requirements 04-22
DIVISION 02 – EXISTING CONDITIONS
02 41 00 Demolition 08-17
DIVISION 03 – CONCRETE
03 30 00 Cast-in-Place Concrete 01-21
DIVISION 04 – MASONRY – NOT USED
DIVISION 05 – METALS – NOT USED
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry 10-17
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 13 Thermal Insulation 01-21
07 84 00 Firestopping 01-21 07 92 00 Joint Sealants 04-22
1 Veterans Drive
VA Project# 618-CSI-240 01-31-2025
Bid Documents 06-24-24
Prep
00 01 10-2
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames 01-21 08 31 13 Access Doors and Frames 04-22 08 56 19 Pass Windows 08 71 00 Door Hardware 03-24 08 80 00 Glazing 01-21
DIVISION 09 – FINISHES
09 05 16 Subsurface Preparation for Floor Finishes 01-21 09 06 00 Schedule for Finishes 01-21 09 22 16 Non-Structural Metal Framing 06-18 09 29 00 Gypsum Board 04-20 09 30 00 Specialty Moldings and Trims 01-24 09 30 13 Ceramic/Porcelain Tiling 01-21 09 51 00 Acoustical Ceilings 12-18 09 65 16 Resilient Sheet Flooring 06-22 09 67 26 Methyl-Methacrylate Based Self-Leveling Flooring
System 12-21
09 91 00 Painting 01-21
DIVISION 10 – SPECIALTIES
10 14 00 Signage 01-21 10 21 13 Toilet Compartments 01-21 10 26 00 Wall and Door Protection 01-21 10 28 00 Toilet, Bath, and Laundry Accessories 01-21 10 44 13 Fire Extinguisher Cabinets 08-18
DIVISION 11 – EQUIPMENT – NOT USED
DIVISION 12 – FURNISHINGS
12 36 00 Countertops 11-23
DIVISION 14– CONVEYING EQUIPEMENT – NOT USED
DIVISION 21- FIRE SUPPRESSION
21 13 13 Wet-Pipe Sprinkler Systems 06-15
DIVISION 22 – PLUMBING
22 05 11 Common Work Results for Plumbing 01-23 22 05 19 Meters and Gages for Plumbing Piping 09-20 22 05 23 General-Duty Valves for Plumbing Piping 09-20 22 07 11 Plumbing Insulation 09-19 22 08 00 Commissioning of Plumbing Systems 11-16
1 Veterans Drive
VA Project# 618-CSI-240 01-31-2025
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Prep
00 01 10-3
22 11 00 Facility Water Distribution 05-21 22 13 00 Facility Sanitary and Vent Piping 09-20 22 40 00 Plumbing Fixtures 05-24 22 67 19.16 Reverse-Osmosis Water Equipment 09-15
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
23 05 11 Common Work Results for HVAC 03-23 23 05 41 Noise and Vibration Control for HVAC Piping and
Equipment 03-23
23 05 93 Testing, Adjusting, and Balancing for HVAC 03-23 23 07 11 HVAC and Boiler Plant Insulation 02-20 23 08 00 Commissioning of HVAC Systems 03-23 23 09 23 Direct-Digital Control System for HVAC 03-23 23 22 13 Steam and Condensate Heating Piping 03-24 23 31 00 HVAC Ducts and Casings 03-23 23 36 00 Air Terminal Units 03-23 23 37 00 Air Outlets and Inlets 03-23
DIVISION 26 – ELECTRICAL
26 05 11 Requirements for Electrical Installations 11-22 26 05 19 Low-Voltage Electrical Power Conductors and Cables 11-22 26 05 26 Grounding and Bonding for Electrical Systems 11-22 26 05 33 Raceway and Boxes for Electrical Systems 11-22 26 05 73 Overcurrent Protective Device Coordination Study 01-22 26 08 00 Commissioning of Electrical Systems 01-22 26 09 23 Lighting Controls 11-22 26 22 00 Low-Voltage Transformers 11-22 26 24 16 Panelboards 11-22 26 27 26 Wiring Devices 11-22 26 29 11 Motor Controllers 11-22 26 29 21 Enclosed Switches and Circuit Breakers 11-22 26 43 13 Surge Protective Devices 01-22 26 51 00 Interior Lighting 03-24
DIVISION 27 – COMMUNICATIONS
27 05 11 Requirements for Communications Installations 09-19 27 05 33 Raceways and Boxes, Conduits and Backboxes for
Communications Systems 12-22
27 05 36 Cable Trays for Communication Systems 12-22 27 05 53 Identification for Communication Systems 12-22 27 10 00 Structured Cabling for Communications Systems 12-22 27 11 19 Communications Termination Blocks and Patch Panels 12-22
27 15 13 Communications Copper Horizontal Cabling 12-22
1 Veterans Drive
VA Project# 618-CSI-240 01-31-2025
Bid Documents 06-24-24
Prep
00 01 10-4
27 16 19 Communications Patch Cords, Staton Cords and Cross Connect Wire
12-22
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 05 00 Common Work Results for Electronic Safety and Security 04-18 28 05 13 Conductors and Cables for Electronic Safety and
Security 10-18
28 05 26 Grounding and Bonding for Electronic Safety and Security
09-11
28 05 28.33 Conduits and Backboxes for Electronic Safety and Security
09-11
28 08 00 Commissioning of Electronic Safety and Security Systems
11-16
28 13 00 Physical Access Control System 28 31 00 Fire Detection and Alarm
DIVISION 31 – EARTHWORK – NOT USED
DIVISION 33 – UTILITIES – NOT USED
DIVISION 34 – TRANSPORTATION – NOT USED
VA 618-CSI-240 | SPS Equipment Site Prep Minneapolis VAHCS, Minnesota Bid Documents 01-31-2025
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21 13 13 - 1
WET-PIPE SPRINKLER SYSTEMS
SECTION 21 13 13
PART 1 - GENERAL
1.1 DESCRIPTION
A. This section of the specifications includes the furnishing, installation, and connection of the fire sprinkler equipment to form a complete coordinated system ready for operation. It shall include, but not be limited to, piping, valves, and sprinklers as shown on the drawings and specified.
B. Fire sprinkler systems shall comply with the requirements of the most recent VA FIRE PROTECTION DESIGN MANUAL and NFPA 13. The design, system layout, document submittal preparation, and supervision of installation and testing shall be provided by a technician that is certified NICET level III or IV in water-based suppression systems or a fire protection engineer licensed in the state of MN. The NICET certified technician shall be on site for the supervision and testing of the system.
1.2 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only.
B. Veteran Affairs Office of Construction & Facilities Management:
Fire Protection Design Manual Ninth Edition – November 1, 2023
C. National Fire Protection Association (NFPA):
NFPA 1-2024.............Fire Code
NFPA 13-2022............Standard for the Installation of Sprinkler
Systems
NFPA 70-2023............National Electrical Code
NFPA 72-2022............National Fire Alarm and Signaling Code
NFPA 101-2024...........Life Safety Code
NFPA 170-2024...........Standard for Fire Safety and Emergency Symbols
D. International Code Council (ICC):
International Building Code (2024)
E. Underwriters Laboratories, Inc. (UL):
Fire Protection Equipment Directory, Current Version
F. Factory Mutual Engineering Corporation (FM):
Approval Guide
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1.3 PROJECT SCOPE
A. The scope for this project is to modify the existing location of the fire sprinklers to accommodate the new floor plan for the scope of work area.
B. The existing floor control valve assembly for the scope of work area is located in the interstitial space near Stair 15.
C. Based on the observed conditions during the site investigation, it is understood that the control valve identified as “Zone 18” is the control valve for the scope of work area. The Contractor is responsible for confirming the correct control valve with the VA personnel during construction.
1.4 DESIGN CRITERIA AND WATER SUPPLY
A. This project is classified as a Tenant Improvement which does not require hydraulic calculations to be completed due to the minimal modification of the existing sprinkler system.
1.5 RELATED WORK
A. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
B. Section 07 84 00, FIRESTOPPING
C. Section 09 91 00, PAINTING
D. Section 28 31 00, FIRE DETECTION AND ALARM
1.6 DELEGATED-DESIGN SUBMITTALS
A. Submit as one package in accordance with Section 01 33 23, SHOP
DRAWINGS, PRODUCT DATA, AND SAMPLES. Prepare detailed working drawings that are signed by a designer that is certified NICET level III or IV in water-based suppression systems or a fire protection engineer licensed in the state of MN.
B. As the Government review is for technical adequacy only, the installer remains responsible for correcting any conflicts with other trades and building construction that arise during installation. Complete submittals shall include items 1.6.D through 1.6.F. Partial submittals will not be accepted. Material submittals shall be approved prior to the purchase or delivery to the job site.
C. Suitably bind submittals in notebooks or binders and provide an index referencing the appropriate specification section. In addition to the hard copies, provide submittal items electronically in pdf format on a compact disc or as directed by the COR.
D. Qualifications:
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a. Provide a copy of the installing contractor’s state license for fire protection.
b. Provide a copy of the NICET Certification for the designer that is certified NICET level III or IV in water-based suppression systems or a fire protection engineer licensed in the state of
MN.
c. Provide documentation showing that the installer has been actively and successfully engaged in the installation of commercial automatic sprinkler systems for the past ten years.
E. Shop Drawings: Provide shop drawings that conform to the requirements established for working plans as prescribed in NFPA 13. Shop drawings must be approved prior to any purchase of materials or the fabrication of piping. Each set of drawings must include the following:
a. A descriptive index with drawings listed in sequence by number.
A legend sheet identifying device symbols, nomenclature, and conventions used in the package.
b. Floor plans drawn to a scale not less than 1/8-inch equals 1-foot clearly showing locations of sprinklers, risers, pipe hangers, type and location of all mechanical couplings, inspector's test connections, drains, and other applicable details necessary to clearly describe the proposed arrangement.
c. Actual center-to-center dimensions between sprinklers on branch lines and between branch lines; from end sprinklers to adjacent walls; from walls to branch lines; from sprinkler feed mains, cross mains and branch lines to finished floor and roof or ceiling. A detail must show the dimensions from the sprinkler and sprinkler deflector to the ceiling in finished areas.
d. Longitudinal and transverse building sections showing typical branch line and cross main pipe routing, elevation of each typical sprinkler above finished floor, and elevation of "cloud" or false ceilings in relation to the building ceilings.
e. Plan and elevation views which establish that the equipment will fit the allotted spaces with clearance for installation and maintenance.
F. Manufacturer’s Data Sheets: Provide annotated catalog data to show the specific model, type, and size of each item specified herein. Data sheets must also indicate the NRTL listing. The data must be
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21 13 13 - 4 highlighted to show model, size, options, and other pertinent information, that are intended for consideration. Data must be adequate to demonstrate compliance with all contract requirements.
Product data for all equipment must be combined into a single submittal.
G. Final Document Submittals: Provide as-built drawings, testing and maintenance instructions in accordance with the requirements in Section
01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. In addition, submittals shall include, but not be limited to, the following:
a. A complete set of as-built drawings showing the system as installed, accurate to within + or - 6 inches, including deviations from both the contract drawings and the approved shop drawings. The drawings shall be prepared in the same format, size, and layout as the approved shop drawings.
b. Material and Testing Certificate: Upon completion of the sprinkler system installation or any partial section of the system, including testing and flushing, provide a copy of a completed Material and Testing Certificate as indicated in NFPA
13. Certificates shall be provided to document all parts of the installation. The Material and Testing Certificate for
Underground Piping in accordance with NFPA 24 shall be provided if applicable.
c. Operations and Maintenance Manuals that include step-by-step procedures required for system startup, operation, shutdown, and routine maintenance and testing. The manuals shall include the manufacturer's name, model number, parts list, and tools that should be kept in stock by the owner for routine maintenance, including the name of a local supplier, troubleshooting guide, and recommended service organization, including address and telephone number, for each item of equipment.
d. One paper copy of the Material and Testing Certificates and the Operations and Maintenance Manuals above shall be provided in a binder and delivered to the COR. Provide documents in electronic format if requested by the COR.
e. Provide one additional copy of the Operations and Maintenance Manual covering the system in a flexible protective cover and
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1.8 WARRANTY
mounted in an accessible location adjacent to the riser or as directed by the COR.
A. All work performed and all material and equipment furnished under this contract shall be free from defects and shall remain so for a period of one year from the date of acceptance of the entire installation by the
Contracting Officer.
1.9 DELIVERY, STORAGE, AND HANDLING
A. Protect all equipment delivered and placed in storage from the weather, excessive humidity and temperature variations, dirt and dust, and other contaminants. All pipes must be either capped or plugged until installed.
1.10 MAINTENANCE
A. Repair Service/Replacement Parts: Repair services and replacement parts for the system must be available for a period of 10 years after the date of final acceptance of this work by the Contracting Officer.
During the guarantee period, the service technician must be on-site within 24 hours after notification. All repairs must be completed within 24 hours of arrival on-site.
B. Interchangeable Parts: Spare parts furnished must be directly interchangeable with the corresponding components of the installed system. Spare parts must be suitably packaged and identified by nameplate, tagging, or stamping. Spare parts must be delivered to the
Contracting Officer Representative at the time of the final testing.
1.11 EXTRA MATERIALS
A. Spare sprinklers and wrench(es) must be provided as spare parts in accordance with NFPA 13.
PART 2 – PRODUCTS
2.1 MATERIALS AND EQUIPMENT
A. General: All equipment and devices shall be of a make and type listed by UL or approved by FM, or other nationally recognized testing laboratory for the specific purpose for which it is used. All materials, devices, and equipment shall be approved by the VA. All materials and equipment shall be free from defects. All materials and equipment shall be new unless specifically indicated otherwise on the contract drawings.
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B. Pressure Ratings: Valves, fittings, couplings, alarm switches, and similar devices must be rated for the maximum working pressures that can be experienced in the system, but in no case less than 175 psi.
2.2 EXISTING EQUIPMENT
A. The Contractor is allowed to re-use existing equipment if the specification and condition of the equipment meets the criteria provided in this specification. The Contractor is required to treat any re-used equipment as new for the purpose of the warranty of the work provided in the contract.
B. All existing equipment that is not re-used shall be carefully disconnected from the existing system and disposed of properly.
2.3 UNDERGROUND PIPING COMPONENTS
A. Not applicable to the scope of work for this project.
2.4 ABOVEGROUND PIPING COMPONENTS
A. General: Piping shall be steel. Except as modified herein, steel pipe must be black as permitted by NFPA 13 and conform to the applicable provisions of ASTM A53/A53M, ASTM A135/A135M or ASTM A795/A795M. Steel pipe must be minimum Schedule 40 for sizes 2 inches and less; and minimum Schedule 10 for sizes larger than 2 inches. Steel piping with wall thickness less than Schedule 40 must not be threaded or cut grooved.
B. Fittings: Fittings must be welded, threaded, or grooved-end type.
Threaded fittings must be cast-iron conforming to ASME B16.4, malleable-iron conforming to ASME B16.3, or ductile-iron conforming to
ASTM A536. Plain-end fittings with mechanical couplings, fittings that use steel gripping devices to bite into the pipe, steel press fittings, and field welded fittings are not permitted. Fittings, mechanical couplings, and rubber gaskets must be supplied by the same manufacturer. Threaded fittings must use Teflon tape or manufacturer's approved joint compound. Saddle tees using rubber gasketed fittings are permitted only when connecting to existing piping for additions or modifications. Saddle tees must use a connection method that completely wraps around the pipe. Reducing couplings are not permitted except as allowed by NFPA 13.
C. Groover Mechanical Joints and Fittings: Joints and fittings must be designed for not less than 175 psi service and the product of the same manufacturer. Field welded fittings must not be used. Fitting and
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21 13 13 - 7 coupling housing must be malleable-iron conforming to ASTM A47/A47M, Grade 32510; or ductile-iron conforming to ASTM A536, Grade 65-45-12.
Rubber gasketed grooved-end pipe and fittings with mechanical couplings are permitted in pipe sizes 2 inches and larger. The gasket must be the flush type that fills the entire cavity between the fitting and the pipe. Nuts and bolts must be heat-treated steel conforming to ASTM
A183 and must be cadmium-plated or zinc-electroplated.
D. Flexible Sprinkler Hose: The use of flexible hose is permitted.
Flexible sprinkler hose must comply with UL 2443 and FM 1637.
E. Pipe Hangers and Supports: Provide galvanized pipe hangers, and supports in accordance with NFPA 13. Hangers must be UL Listed or FM
Approved and of the type suitable for the application, construction, and pipe type and size to be supported in accordance with the requirements of NFPA 13.
2.5 VALVES
A. Existing valves are to remain without modification for this project.
2.6 BACKFLOW PREVENTION ASSEMBLY
A. Not applicable to the scope of work for this project.
2.7 FIRE DEPARTMENT CONNECTION
A. Not applicable to the scope of work for this project.
2.8 ALARM INITIATING AND SUPERVISORY DEVICES
A. Existing devices are to remain without modification for this project.
2.9 SPRINKLERS
A. General: Sprinklers must be FM Approved and comply with NFPA 13.
Sprinklers with internal O-rings are not acceptable. Provide FM approved quick response sprinklers in all areas, except that standard response, fusible-link sprinklers shall be provided in freezers, refrigerators, elevator hoistways, elevator machine rooms, electrical rooms, and generator rooms.
B. Sprinkler Finish: Pendent sprinklers shall be chrome finish, semi-recessed in finished areas. Upright sprinklers shall be brass finish in exposed areas.
C. Temperature Ratings: Sprinklers in high heat areas including attic spaces or near unit heaters must have temperature classification in accordance with NFPA 13. Sprinklers in elevator shafts and elevator machine rooms shall be no less than intermediate temperature rated and sprinklers in generator rooms shall be no less than high temperature
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21 13 13 - 8 rated. Temperature classification of other sprinklers must be as shown on the Contract Drawings.
D. Sprinkler Guards: Provide sprinkler guards in accordance with NFPA 13 and when the elevation of the sprinkler head is less than 7 feet-6 inches above finished floor. The sprinkler guard shall be UL listed or
FM approved for use with the corresponding sprinkler.
2.10 ACCESSORIES
A. Pendent Sprinkler Escutcheon: Escutcheon must be of the metallic type with a depth of less than 3/4-inch and suitable for installation on pendent sprinklers. The escutcheon must have a factory finish that matches the pendent sprinkler.
B. Pipe Escutcheons: Provide split hinge metal plates for piping entering walls, floors, and ceilings in exposed spaces. Provide chromium-plated finish on copper alloy plates in finished spaces. Provide paint finish on metal plates in unfinished spaces. Escutcheons exposed to weather or moisture must be galvanized cast iron.
PART 3 – EXECUTION
3.1 VERIFYING ACTUAL FIELD CONDITIONS
A. Before commencing work, examine all adjoining work on which the contractor's work is dependent for perfect workmanship according to the intent of this specification section, and report to the Contracting
Officer's Representative any condition that prevents performance of first-class work. No "waiver of responsibility" for incomplete, inadequate, or defective adjoining work will be considered unless notice has been filed before submittal of a proposal.
3.2 INSTALLATION
A. The installation must be in accordance with the applicable provisions of NFPA 13 and the publications referenced therein. Locate sprinklers in a consistent pattern with ceiling grid, lights, and air supply diffusers. Install sprinkler system over and under ducts, piping, and platforms when such equipment may negatively affect or disrupt the sprinkler discharge pattern and coverage. Install piping, other than arm-overs to sprinkler drops, straight and true to building structural elements.
B. Piping offsets, fittings, and other accessories required must be furnished to provide complete installation and to eliminate interference with other construction.
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C. Wherever the contractor's work interconnects with work of other trades the Contractor must coordinate with other Contractors to ensure all
Contractors have the information necessary so that they may properly install all necessary connections and equipment. Identify all work items needing access (dampers and similar equipment) that are concealed above hung ceilings by permanent color-coded pins/tabs in the ceiling directly below the item.
D. At the conclusion of each day's work, clean up and stockpile on site all waste, debris, and trash which may have accumulated during the day because of work by the contractor and of his presence on the job.
3.3 UNDERGROUND PIPING INSTALLATION
A. Not applicable to the scope of work for this project.
3.4 ABOVEGROUND PIPING INSTALLATION
A. General: The methods of fabrication and installation of the aboveground piping must fully comply with the requirements and recommended practices of NFPA 13 and this specification section.
B. Piping in Exposed Areas: Install exposed piping without diminishing exit access widths, corridors, or equipment access. Exposed horizontal piping, including drain piping, must be installed to provide maximum headroom.
C. Piping in Finished Areas: In areas with suspended or dropped ceilings, and in areas with concealed spaces above the ceiling, piping must be concealed above ceilings. Piping must be inspected, hydrostatically tested, and approved before being concealed. Risers and similar vertical runs of piping in finished areas must be concealed.
D. Pendent Sprinklers: Drop nipples to pendent sprinklers must consist of a minimum 1-inch pipe with a reducing coupling into which the sprinkler must be threaded. Where sprinklers are installed below suspended or dropped ceilings, drop nipples must be cut such that sprinkler ceiling plates or escutcheons are of a uniform depth throughout the finished space. The outlet of the reducing coupling must not extend below the underside of the ceiling. Recessed pendent sprinklers must be installed such that the distance from the sprinkler deflector to the underside of the ceiling must not exceed the manufacturer's listed range and must be of uniform depth throughout the finished area. Pendent sprinklers in suspended ceilings must be located in the center of the tile.
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E. Upright Sprinklers: Riser nipples or "sprigs" to upright sprinklers must contain no fittings between the branch line tee and the reducing coupling at the sprinkler. Riser nipples exceeding 48 inches in length must be individually supported.
F. Pipe Joints: Pipe joints must conform to NFPA 13, except as modified herein. Not more than four threads may show after the joint is made up.
Welded joints will be permitted, only if welding operations are performed as required by <NFPA 13 at the Contractor's fabrication shop, not at the project construction site. Flanged joints must be provided as required by NFPA 13. Grooved pipe and fittings must be prepared in accordance with the manufacturer's latest published specification according to pipe material, wall thickness, and size. Grooved couplings, fittings, and grooving tools must be products of the same manufacturer. The diameter of grooves made in the field must be measured using a "go/no-go" gauge, vernier or dial caliper, narrow-land micrometer, or other method specifically approved by the coupling manufacturer for the intended application. Groove width and dimension of groove from end of pipe must be measured and recorded for each change in grooving tool setup to verify compliance with coupling manufacturer's tolerances. Grooved joints must not be used in concealed locations, such as behind solid walls or ceilings, unless an access panel is shown on the Contract Drawings for servicing or adjusting the joint.
G. Reducers: Reduction in pipe sizes must be made with one-piece tapered reducing fittings. When standard fittings of the required size are not manufactured, single bushings of the face or hex type will be permitted. Where used, face bushings must be installed with the outer face flush with the face of the fitting opening being reduced.
Bushings must not be used in elbow fittings, in more than one outlet of a tee, in more than two outlets of a cross, or where the reduction in size is less than 1/2-inch.
H. Pipe Penetrations: Cutting structural members for passage of pipes or for pipe-hanger fastenings must not be permitted. Pipes that must penetrate concrete or masonry walls or concrete floors must be core-drilled or have sleeves installed during wall or floor construction.
Each sleeve must be Schedule 40 galvanized steel, ductile-iron or cast-iron pipe, and must extend through its respective wall or floor and be
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21 13 13 - 11 cut flush with each wall or floor surface. Sleeves and cored openings must provide required clearance between the pipe and the sleeve or cored opening per NFPA 13. The space between the sleeve or cored opening and the pipe must be firmly packed with mineral wool insulation.
I. Firestopping: Where pipes or sleeves penetrate fire walls, fire partitions, or floors, pipes/sleeves must be firestopped in accordance with Section 07 84 00, FIRESTOPPING.
J. Escutcheons: Escutcheons must be provided for exposed pipe penetrations in finished areas of ceilings, floors, and walls. Escutcheons must be securely fastened to the pipe at surfaces through which piping passes.
3.5 PAINTING
A. Color code piping as specified in Section 09 91 00, PAINTING. For pipe sizes 4-inch and larger, provide white painted stenciled letters and arrows, a minimum of 2 inches in height and visible from at least two sides when viewed from the floor. For pipe sizes less than 4-inch, provide white painted stenciled letters and arrows, a minimum of 0.75-inch in height and visible from the floor.
3.6 FIELD QUALITY CONTROL
A. Inspection by Project Fire Protection Engineer: The Project Fire
Protection Engineer shall be allowed to visit the construction site periodically throughout construction to observe progressive installation of the fire suppression system as required by the Scope of
Work. At least one visit must be made to the site prior to preliminary testing. This visit should occur prior to ceiling installation.
B. Test Procedures: Submit detailed test procedures, prepared by the system designer, and reviewed by the Project Fire Protection Engineer
60 calendar days prior to the proposed start of system tests. Detailed test procedures must list all components of the installed system. Test procedures must include sequence of testing, time estimate for each test, and sample test data forms. The test data forms must be in a check-off format (pass/fail with space to add applicable test data;
similar to the forms in NFPA 13). The test procedures and accompanying test data forms must be used for the preliminary testing and the final testing. Provide space to identify the date and time of each test.
Provide space to identify the names and signatures of the individuals conducting and witnessing each test.
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3.7 PRELIMINARY TESTING
A. Verification of Compliant Installation: Conduct inspections and tests to ensure that equipment is functioning properly. Tests must meet the requirements of paragraph entitled "Minimum System Tests" and "System
Acceptance" as noted in NFPA 13. The Contractor and Project Fire
Protection Engineer must attend the preliminary testing to make necessary adjustments.
B. Request for Final Test: Upon acceptable completion of the preliminary testing, the Contractor is responsible for notifying the COR that Final
Testing can be completed. Final testing will not be performed until after the connections to the building fire alarm system have been completed and tested to confirm communications are fully functional.
Submit request for final test at least 15 calendar days prior to the requested test date.
C. Correction of Deficiencies: If equipment was found to be defective or non-compliant with contract requirements, perform corrective actions and repeat the tests. Tests must be conducted and repeated as necessary until the system has been demonstrated to comply with all contract requirements.
3.8 FINAL TESTING
A. The tests must be performed in accordance with the approved test procedures in the presence of the COR. Furnish instruments and personnel required for the tests. Marked-up red line drawings of the system as actually installed shall be available for review by on-site personnel. Upon successful completion of inspection and testing, provide all completion documentation as required by NFPA 13 and the test reports noted below.
a. NFPA 13 Aboveground Material and Test Certificate
3.9 MINIMUM SYSTEM TESTS
A. The system, including the underground water mains, and the aboveground piping and system components, must be tested to ensure that equipment and components function as intended. The underground and aboveground interior piping systems and attached appurtenances subjected to system working pressure must be tested in accordance with NFPA 13.
C. Aboveground Piping:
a. Hydrostatic Test: Aboveground piping must be hydrostatically tested in accordance with NFPA 13. There must be no drop in
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21 13 13 - 13 gauge pressure or visible leakage when the system is subjected to the hydrostatic test. The test pressure must be read from a gauge located at the low elevation point of the system or portion being tested.
3.10 SYSTEM ACCEPTANCE
A. Following acceptance of the system as-built drawings and Operating and
Maintenance (O&M) Instructions must be delivered to the COR for review and acceptance. These drawings must be submitted within two weeks after the final acceptance test of the system. At least one set of as-built
(marked-up) drawings must be provided at the time of, or prior to, the final acceptance test.
3.11 INSTRUCTION AND TRAINING
A. Conduct a training course for the responding fire department and operating and maintenance personnel as designated by the COR for not less than two hours on a date set by the COR. Instruction should include operation and maintenance of the system. Training must start after the system is functionally complete and after the final testing.
The on-site training must cover all the items contained in the approved
Operating and Maintenance Instructions.
- - END - -
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SECTION 22 05 11
COMMON WORK RESULTS FOR PLUMBING
PART 1 - GENERAL
1.1 DESCRIPTION
A. The requirements of this Section will apply to all sections of Division 22.
B. Definitions:
1. Exposed: Piping and equipment exposed to view in finished rooms.
2. Exterior: Piping and equipment exposed to weather be it temperature, humidity, precipitation, wind or solar radiation.
C. Abbreviations/Acronyms:
1. ABS: Acrylonitrile Butadiene Styrene
2. AC: Alternating Current
3. ACR: Air Conditioning and Refrigeration
4. A/E: Architect/Engineer
5. AFF: Above Finish Floor
6. AFG: Above Finish Grade
7. AI: Analog Input
8. AISI: American Iron and Steel Institute
9. AO: Analog Output
10. ASHRAE: American Society of Heating Refrigeration, Air Conditioning Engineers
11. ASJ: All Service Jacket
12. ASME: American Society of Mechanical Engineers
13. ASPE: American Society of Plumbing Engineers
14. AWG: American Wire Gauge
15. BACnet: Building Automation and Control Network
16. BAg: Silver-Copper-Zinc Brazing Alloy
17. BAS: Building Automation System
18. BCuP: Silver-Copper-Phosphorus Brazing Alloy
19. bhp: Brake Horsepower
20. Btu: British Thermal Unit
21. Btu/h: British Thermal Unit per Hour
22. BSG: Borosilicate Glass Pipe
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23. C: Celsius
24. CA: Compressed Air
25. CD: Compact Disk
26. CDA: Copper Development Association
27. CGA: Compressed Gas Association
28. CFM: Cubic Feet per Minute
29. CI: Cast Iron
30. CLR: Color
31. CO: Contracting Officer
32. COR: Contracting Officer’s Representative
33. CPVC: Chlorinated Polyvinyl Chloride
34. CR: Chloroprene
35. CRS: Corrosion Resistant Steel
36. CWP: Cold Working Pressure
37. CxA: Commissioning Agent
38. dB: Decibels
39. db(A): Decibels (A weighted)
40. DCW: Domestic Cold Water
41. DDC: Direct Digital Control
42. DFU: Drainage Fixture Units
43. DHW: Domestic Hot Water
44. DHWR: Domestic Hot Water Return
45. DHWS: Domestic How Water Supply
46. DI: Digital Input
47. DI: Deionized Water
48. DISS: Diameter Index Safety System
49. DN: Diameter Nominal
50. DO: Digital Output
51. DOE: Department of Energy
52. DVD: Digital Video Disc
53. DWG: Drawing
54. DWH: Domestic Water Heater
55. DWS: Domestic Water Supply
56. DWV: Drainage, Waste and Vent
57. ECC: Engineering Control Center
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58. EL: Elevation
59. EMCS: Energy Monitoring and Control System
60. EPA: Environmental Protection Agency
61. EPACT: Energy Policy Act
62. EPDM: Ethylene Propylene Diene Monomer
63. EPT: Ethylene Propylene Terpolymer
64. ETO: Ethylene Oxide
65. F: Fahrenheit
66. FAR: Federal Acquisition Regulations
67. FD: Floor Drain
68. FDC: Fire Department (Hose) Connection
69. FED: Federal
70. FG: Fiberglass
71. FNPT: Female National Pipe Thread
72. FOR: Fuel Oil Return
73. FOS: Fuel Oil Supply
74. FOV: Fuel Oil Vent
75. FPM: Fluoroelastomer Polymer
76. FSK: Foil-Scrim-Kraft Facing
77. FSS: VA Construction & Facilities Management, Facility Standards
Service
78. FU: Fixture Units
79. GAL: Gallon
80. GCO: Grade Cleanouts
81. GPD: Gallons per Day
82. GPH: Gallons per Hour
83. GPM: Gallons per Minute
84. HDPE: High Density Polyethylene
85. HEFP: Healthcare Environment and Facilities Program (replacement for
OCAMES)
86. HEX: Heat Exchanger
87. Hg: Mercury
88. HOA: Hands-Off-Automatic
89. HP: Horsepower
90. HVE: High Volume Evacuation
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91. Hz: Hertz
92. ID: Inside Diameter
93. IE: Invert Elevation
94. INV: Invert
95. IPC: International Plumbing Code
96. IPS: Iron Pipe Size
97. IW: Indirect Waste
98. IWH: Instantaneous Water Heater
99. Kg: Kilogram
100. kPa: Kilopascal
101. KW: Kilowatt
102. KWH: Kilowatt Hour
103. lb: Pound
104. lbs/hr: Pounds per Hour
105. LNG: Liquid Natural Gas
106. L/min: Liters per Minute
107. LOX: Liquid Oxygen
108. L/s: Liters per Second
109. m: Meter
110. MA: Medical Air
111. MAWP: Maximum Allowable Working Pressure
112. MAX: Maximum
113. MBH: 1000 Btu per Hour
114. MED: Medical
115. MER: Mechanical Equipment Room
116. MFG: Manufacturer
117. mg: Milligram
118. mg/L: Milligrams per Liter
119. ml: Milliliter
120. mm: Millimeter
121. MIN: Minimum
122. MV: Medical Vacuum
123. N2: Nitrogen
124. N20: Nitrogen Oxide
125. NC: Normally Closed
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126. NF: Oil Free Dry (Nitrogen)
127. NG: Natural Gas
128. NIC: Not in Contract
129. NO: Normally Open
130. NOM: Nominal
131. NPTF: National Pipe Thread Female
132. NPS: Nominal Pipe Size
133. NPT: Nominal Pipe Thread
134. NTS: Not to Scale
135. O2: Oxygen
136. OC: On Center
137. OD: Outside Diameter
138. OSD: Open Sight Drain
139. OS&Y: Outside Stem and Yoke
140. PA: Pascal
141. PBPU: Prefabricated Bedside Patient Units
142. PD: Pressure Drop or Difference
143. PDI: Plumbing and Drainage Institute
144. PH: Power of Hydrogen
145. PID: Proportional-Integral-Differential
146. PLC: Programmable Logic Controllers
147. PP: Polypropylene
148. ppb: Parts per Billion
149. ppm: Parts per Million
150. PSI: Pounds per Square Inch
151. PSIA: Pounds per Square Inch Atmosphere
152. PSIG: Pounds per Square Inch Gauge
153. PTFE: Polytetrafluoroethylene
154. PVC: Polyvinyl Chloride
155. PVDF: Polyvinylidene Fluoride
156. RAD: Radians
157. RO: Reverse Osmosis
158. RPM: Revolutions Per Minute
159. RTD: Resistance Temperature Detectors
160. RTRP: Reinforced Thermosetting Resin Pipe
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161. SAN: Sanitary Sewer
162. SCFM: Standard Cubic Feet per Minute
163. SDI: Silt Density Index
164. SMACNA: Sheet Metal and Air Conditioning Contractors National Association
165. SPEC: Specification
166. SPS: Sterile Processing Services
167. SQFT/SF: Square Feet
168. SS: Stainless Steel
169. STD: Standard
170. SUS: Saybolt Universal Second
171. SWP: Steam Working Pressure
172. TD: Temperature Difference
173. TDH: Total Dynamic Head
174. TEFC: Totally Enclosed Fan-Cooled
175. TEMP: Temperature
176. TFE: Tetrafluoroethylene
177. THERM: 100,000 Btu
178. THHN: Thermoplastic High-Heat Resistant Nylon Coated Wire
179. THWN: Thermoplastic Heat & Water Resistant Nylon Coated Wire
180. TIL: Technical Information Library http//www.cfm.va.gov/til/indes.asp
181. T/P: Temperature and Pressure
182. TYP: Typical
183. USDA: U.S. Department of Agriculture
184. V: Vent
185. V: Volt
186. VA: Veterans Administration
187. VA CFM: VA Construction & Facilities Management
188. VA CFM CSS: VA Construction & Facilities Management, Consulting
Support Service
189. VAC: Vacuum
190. VAC: Voltage in Alternating Current
191. VAMC: Veterans Administration Medical Center
192. VHA OCAMES: This has been replaced by HEFP.
http://www.cfm.va.gov/til/indes.asp
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193. VSD: Variable Speed Drive
194. VTR: Vent through Roof
195. W: Waste
196. WAGD: Waste Anesthesia Gas Disposal
197. WC: Water Closet
198. WG: Water Gauge
199. WOG: Water, Oil, Gas
200. WPD: Water Pressure Drop
201. WSFU: Water Supply Fixture Units
1.2 RELATED WORK
A. Section 01 00 00, GENERAL REQUIREMENTS.
B. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
C. Section 01 74 19, CONSTRUCTION WASTE MANAGEMENT.
D. Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS.
E. Section 01 91 00, GENERAL COMMISSIONING REQUIREMENTS.
F. Section 03 30 00, CAST-IN-PLACE CONCRETE: Concrete and Grout.
G. Section 05 50 00, METAL FABRICATIONS.
H. Section 07 60 00, FLASHING AND SHEET METAL: Flashing for Wall and Roof
Penetrations.
I. Section 07 84 00, FIRESTOPPING.
J. Section 07 92 00, JOINT SEALANTS.
K. Section 09 91 00, PAINTING.
L. Section 22 05 12, GENERAL MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT.
M. Section 22 07 11, PLUMBING INSULATION.
N. Section 22 08 00, COMMISSIONING OF PLUMBING SYSTEMS.
O. Section 23 09 23, DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC.
P. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS.
Q. Section 26 05 19, LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES.
1.3 APPLICABLE PUBLICATIONS
A. The publications listed below will form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. Where conflicts occur these specifications and the VHA standard will govern.
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B. American Society of Mechanical Engineers (ASME):
B31.1-2013..............Power Piping
ASME Boiler and Pressure Vessel Code -
BPVC Section IX-2019.... Welding, Brazing, and Fusing Qualifications
C. American Society for Testing and Materials (ASTM):
A36/A36M-2019...........Standard Specification for Carbon Structural
Steel
A575-96(2013)e1.........Standard Specification for Steel Bars, Carbon, Merchant Quality, M-Grades
E84-2013a...............Standard Test Method for Surface Burning
Characteristics of Building Materials
E119-2012a..............Standard Test Methods for Fire Tests of
Building Construction and Materials
D. International Code Council, (ICC):
IBC-2018................International Building Code
IPC-2018................International Plumbing Code
E. Manufacturers Standardization Society (MSS) of the Valve and Fittings Industry, Inc:
SP-58-2018..............Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application and
Installation
F. Military Specifications (MIL):
P-21035B................Paint High Zinc Dust Content, Galvanizing
Repair (Metric)
G. National Electrical Manufacturers Association (NEMA):
MG 1-2016...............Motors and Generators
H. National Fire Protection Association (NFPA):
51B-2019................Standard for Fire Prevention During Welding, Cutting and Other Hot Work
54-2018.................National Fuel Gas Code
70-2020.................National Electrical Code (NEC)
99-2018.................Healthcare Facilities Code
I. NSF International (NSF):
5-2019..................Water Heaters, Hot Water Supply Boilers, and
Heat Recovery Equipment
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14-2019.................Plastic Piping System Components and Related
Materials
61-2019.................Drinking Water System Components – Health
Effects
372-2016................Drinking Water System Components – Lead Content
J. Department of Veterans Affairs (VA):
PG-18-102014(R18).......Plumbing Design Manual
PG-18-13-2017(R18)......Barrier Free Design Guide
1.4 SUBMITTALS
A. Submittals, including number of required copies, will be submitted in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, and
SAMPLES.
B. Information and material submitted under this section will be marked
"SUBMITTED UNDER SECTION 22 05 11, COMMON WORK RESULTS FOR PLUMBING",
with applicable paragraph identification.
C. If the project is phased, contractors will submit complete phasing plan/schedule with manpower levels prior to commencing work. The phasing plan will be detailed enough to provide milestones in the process that can be verified.
D. Contractor will make all necessary field measurements and investigations to assure that the equipment and assemblies will meet contract requirements, and all equipment that requires regular maintenance, calibration, etc are accessable from the floor or permanent work platform. It is the Contractor’s responsibility to ensure all submittals meet the VA specifications and requirements and it is assumed by the VA that all submittals do meet the VA specifications unless the Contractor has requested a variance in writing and approved by COR prior to the submittal. If at any time during the project it is found that any item does not meet the VA specifications and there was no variance approval the Contractor will correct at no additional cost or time to the Government even if a submittal was approved.
E. If equipment is submitted which differs in arrangement from that shown, provide documentation proving equivalent performance, design standards and drawings that show the rearrangement of all associated systems.
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Additionally, any impacts on ancillary equipment or services such as foundations, piping, and electrical will be the Contractor’s responsibility to design, supply, and install at no additional cost or time to the Government. VA approval will be given only if all features of the equipment and associated systems, including accessibility, are equivalent to that required by the contract.
F. Prior to submitting shop drawings for approval, Contractor will certify in writing that manufacturers of all major items of equipment have each reviewed drawings and specifications, and have jointly coordinated and properly integrated their equipment and controls to provide a complete and efficient installation.
G. Submittals and shop drawings for interdependent items, containing applicable descriptive information, will be furnished together and complete in a group. Coordinate and properly integrate materials and equipment in each group to provide a completely compatible and efficient installation. Final review and approvals will be made only by groups.
H. Manufacturer's Literature and Data including: Manufacturer’s literature will be submitted under the pertinent section rather than under this section.
1. Electric motor data and variable speed drive data will be submitted with the driven equipment.
2. Equipment and materials identification.
3. Firestopping materials.
4. Hangers, inserts, supports and bracing. Provide load calculations for variable spring and constant support hangers.
5. Wall, floor, and ceiling plates.
I. Coordination/Shop Drawings:
1. Submit complete consolidated and coordinated shop drawings for all new systems, and for existing systems that are in the same areas.
2. The coordination/shop drawings will include plan views, elevations and sections of all systems and will be on a scale of not less than
1:32 (3/8-inch equal to 1 foot). Clearly identify and dimension the proposed locations of the principal items of equipment. The drawings will clearly show locations and adequate clearance for all
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22 05 11 - 11 equipment, piping, valves, control panels and other items. Show the access means for all items requiring access for operations and maintenance. Provide detailed coordination/shop drawings of all piping and duct systems. The drawings should include all lockout/tagout points for all energy/hazard sources for each piece of equipment. Coordinate lockout/tagout procedures and practices with local VA requirements.
3. Do not install equipment foundations, equipment or piping until coordination/shop drawings have been approved.
4. In addition, for plumbing systems, provide details of the following:
a. Mechanical equipment rooms.
b. Interstitial space.
c. Hangers, inserts, supports, and bracing.
d. Pipe sleeves.
e. Duct or equipment penetrations of floors, walls, ceilings, or roofs.
J. Rigging Plan: Provide documentation of the capacity and weight of the rigging and equipment intended to be used. The plan will include the path of travel of the load, the staging area and intended access, and qualifications of the operator and signal person.
K. Plumbing Maintenance Data and Operating Instructions:
1. Maintenance and operating manuals in accordance with Section 01 00
00, GENERAL REQUIREMENTS, Article, INSTRUCTIONS, for systems and equipment.
2. Complete operating and maintenance manuals including wiring diagrams, technical data sheets, information for ordering replacement parts, and troubleshooting guide:
a. Include complete list indicating all components of the systems.
b. Include complete diagrams of the internal wiring for each item of equipment.
c. Diagrams will have their terminals identified to facilitate installation, operation and maintenance.
3. Provide a listing of recommended replacement parts for keeping in stock supply, including sources of supply, for equipment. Include in
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22 05 11 - 12 the listing belts for equipment: Belt manufacturer, model number, size and style, and distinguished whether of multiple belt sets.
L. Provide copies of approved plumbing equipment…
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