J-023 BOQ A Specifications_Signed Off_Volume 2 of 2_.pdf
PDF 4 MB Posted
- Solicitation number
- N62742-21-R-1334
About this file
This solicitation is for the construction of a multi-story housing tower and common area wing to serve as Bachelor Officers Quarters (BOQ) at Marine Corps Base Guam. The project includes single-occupancy housing units, common building areas such as entry vestibules, waiting areas, public toilets and elevators. It also includes multipurpose spaces like lounge areas, game spaces, vending areas, storage and miscellaneous support spaces. The solicitation was issued on December 17, 2021 by the Naval Facilities Engineering Command for the Department of the Navy. The in-person site visit related to the solicitation was cancelled, with photos of the site to be issued via amendment.
View the file
Other files
Show all 44
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
NAVFAC PACIFIC
WORK ORDER NO: 972483
SPECIFICATIONS
For
J-023 BACHELOR OFFICER QUARTERS
At the
US NAVSUPPACT MCB GUAM, CAMP BLAZ
VOLUME 2 of 2 (DIVISIONS 21 – 33)
PREPARED BY:
Architectural: ASMD/DESIGN PARTNERS INCORPORATED Mechanical: ASMD/INSYNERGY ENGINEERING INCORPORATED Civil: ASMD/STANLEY CONSULTANTS Landscape: ASMD/BELT COLLINS HAWAII LLC Electrical: ASMD/EMCE CONSULTING ENGINEERS Telecommunications: ASMD/STANLEY CONSULTANTS Structural: ASMD/BALDRIDGE & ASSOCIATES STRUCTURAL
ENGINEERING, INCORPORATED
Fire Protection: ASMD/INSYNERGY ENGINEERING INCORPORATED Safety: ASMD/INSYNERGY ENGINEERING INCORPORATED Geotechnical: ASMD/HIRATA AND ASSOCIATES, INCORPORATED
Submitted By: __________________________ Date: December 4, 2020_ Duane Hamada, ASMD LLC
APPROVED BY:
Specification: _________________________________________________ Mr. Clint Hashiba, P.E.
For Commander, NAVFAC Pacific: ________________________________________________
Mr. Evan A. Mizue, P.E.
Date: _______________________ kenton.odo Typewritten Text December 16, 2020
J-023 BACHELOR OFFICER QUARTERS-A 972483
US NAVSUPPACT MCB GUAM
SECTION 21 12 00
STANDPIPE SYSTEMS
05/11
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN WATER WORKS ASSOCIATION (AWWA)
AWWA C651 (2014) Standard for Disinfecting Water Mains
FM GLOBAL (FM)
FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 13 (20 19; TIA 16-1; TIA 16-2; TIA 16-3 2016;
Errata 17-1; Errata 17-2) Standard for the Installation of Sprinkler Systems
NFPA 14 (2019) Standard for the Installation of Standpipes and Hose Systems
NFPA 24 ( 2019 ; ERTA 2016) Standard for the Installation of Private Fire Service Mains and Their Appurtenances
UNDERWRITERS LABORATORIES (UL)
UL Fire Prot Dir ( 2019 ) Fire Protection Equipment Directory
1.2 RELATED REQUIREMENTS
Section 23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS applies to this section with additions and modifications specified herein.
1.3 SYSTEM DESCRIPTION
Design and provide new manual wet Class I standpipe systems as shown.
1.4 SYSTEM DESCRIPTION
System design and manufacturer's products shall be in accordance with the required and advisory provisions of NFPA 14 except as modified herein.
Standpipe system shall be designed by hydraulic calculations.Provide sprinkler portion of system under Section 21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION. Each system shall be designed for earthquakes and shall include materials, accessories, and equipment inside and outside the building necessary to provide each system complete and
SECTION 21 12 00 Page 1 ready for use. Devices and equipment shall be UL Fire Prot Dir listed or FM APP GUIDE approved for fire protection service. In the publications referred to herein, the advisory provisions shall be considered to be mandatory, as though the word "shall" had been substituted for "should" wherever it appears; reference to the "authority having jurisdiction" shall be interpreted to mean the Pacific Division, Naval Facilities Engineering Command, Fire Protection Engineer.
1.4.1 Residual Pressure
The minimum residual pressure at the outlet of the most remote 64 mm hose connection shall be 689.5 kPa while the system is discharging at the required design flow rates.
1.4.2 Friction Losses
Calculate losses in piping in accordance with the Hazen-Williams formula with 'C' value of 120 for steel piping, 150 for copper tubing, and 140 for cement-lined ductile-iron piping.
1.4.3 Water Supply
Manual wet standpipe shall be supplied by the fire department connection and fire apparatus.
1.4.4 Standpipe System Drawings
Prepare in accordance with the requirements for "Plans and Specifications" as specified in NFPA 14 . Each drawing shall be A1 841 by 594 mm . Plans shall be drawn to a scale not less than 1 mm equals 100 mm Do not commence work until the design of each system and the various components have been approved. Show data essential for proper installation of each system. Show details, plan view, elevations, and sections of the systems supply and piping. Show piping schematic of systems supply, devices, valves, pipe, and fittings. Show:
a. Room, space or area layout and include pipe supports and hangers.
b. Field wiring diagrams showing locations of devices and points of connection and terminals used for all electrical field connections in the system, with wiring color code scheme.
1.5 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
The NAVFAC Pacific Fire Protection Engineer delegates the authority to the Quality Control (QC) Representative's US Registered Fire Protection Engineer for review and approval of submittals required by this section.
The QC fire protection engineer (QCFPE) shall base the review and approval on plans and specifications and has no authority to grant variance to the design documents. Submit to the NAVFAC Pacific Fire Protection Engineer two sets of all approved submittals including but not limited to shop drawings, catalog cuts, supporting calculations, etc. immediately after
SECTION 21 12 00 Page 2 approval but no later than 15 working days prior to the final inspection.
all review letters or memos shall be submitted immediately after the QCFPE's review.
SD-02 Shop Drawings
Standpipe system
SD-03 Product Data
Aboveground Pipe and fittings
Mechanical couplings
Pipe hangers and supports
Valves , including gate, check, and hose
Fire department connections
Valve tamper switch
Buried Pipe and fittings
Data which describes more than one type of item shall be clearly marked to indicate which type the Contractor intends to provide.
Submit one original for each item and clear, legible, first-generation photocopies for the remainder of the specified copies. Incomplete or illegible photocopies will not be accepted. Partial submittals will not be accepted.
SD-06 Test Reports
Preliminary tests
Acceptance tests
Submit for all inspections and tests specified under paragraph entitled "Field Quality Control."
SD-07 Certificates
Qualifications of installer
Submit installers qualifications as required under paragraph entitled "Qualifications of Installer."
SD-11 Closeout Submittals
System as-built drawings ; G
1.6 QUALITY ASSURANCE
1.6.1 Qualifications of Installer
Prior to commencing work, submit data showing that the Contractor has successfully installed fire extinguishing standpipe systems of the same type and design as specified herein, or that he has a firm contractual agreement with a subcontractor having the required experience. Include
SECTION 21 12 00 Page 3 the names and locations of at least two installations where the Contractor, or the subcontractor referred to above, has installed such systems. Indicate the type and design of each system, and certify that the system has performed satisfactorily for a period of at least 18 months.
Qualifications of System Technician: Installation drawings, shop drawing and as-built drawings shall be prepared, by or under the supervision of, an individual who is experienced with the types of works specified herein, and is currently certified by the National Institute for Certification in Engineering Technologies (NICET) as an engineering technician with minimum Level-III certification in Automatic Sprinkler System program. Contractor shall submit data for approval showing the name and certification of all involved individuals with such qualifications at or prior to submittal of drawings.
1.6.2 System As-Built Drawings
Upon completion, and before final acceptance of the work, submit a complete set of as-built drawings of each system. Submit A1 841 by 594 mm reproducible as-built drawings on mylar film with title block similar to full size contract drawings. Furnish as-built(record) working drawings in addition to the as-built drawings required by Division 1, "General Requirements."
1.7 DELIVERY, STORAGE AND HANDLING
Protect stored equipment from weather, humidity and temperature variations, dirt, dust, and other contaminants.
PART 2 PRODUCTS
2.1 ABOVEGROUND PIPING SYSTEMS
Provide fittings for changes in direction of piping and for connections.
Make changes in piping sizes through tapered reducing pipe fittings;
bushings will not be permitted. Perform welding in the shop; field welding will not be permitted. Conceal piping in areas with suspended ceiling.
2.1.1 Pipe and Fittings
NFPA 14 , except as modified herein. Steel piping shall be Schedule 40 for sizes less than 200 mm , and Schedule 30 or 40 for sizes 200 mm and larger. Fittings shall be welded, threaded, or grooved-end type.
Plain-end fittings with mechanical couplings and fittings which use steel gripping devices to bite into the pipe when pressure is applied will not be permitted. Rubber gasketed grooved-end pipe and fittings with mechanical couplings shall be permitted in pipe sizes 40 mm and larger.
Fittings shall be UL Fire Prot Dir listed or FM APP GUIDE approved for use in wet pipe sprinkler systems. Fittings, mechanical couplings, and rubber gaskets shall be supplied by the same manufacturer.Side outlet tees using rubber gasketed fittings shall not be permitted. Pipe and fittings shall be metal.
2.1.2 Pipe Hangers and Supports
Provide in accordance with NFPA 14 .
SECTION 21 12 00 Page 4
2.1.3 Valves
NFPA 14 . Provide valves of types approved for fire service. Hose and gate valves shall open by counterclockwise rotation. Provide isolation and check valves as required by NFPA 14 . Isolation valves shall be OS&Y type. Check valves shall be flanged clear opening swing-check type with flanged inspection and access cover plate for sizes 100 mm and larger.
2.1.3.1 Hose Valves
Provide bronze hose valve with 65 mm National Standard male hose threads, and 65 mm NH female by 40 mm IPT male reducer with cap and chain.
2.1.4 Identification Signs
NFPA 14 . Attach properly lettered and approved metal signs to each valve and alarm device.
2.1.5 Main Drains
Provide separate drain piping to discharge at safe points outside each building or to sight cones attached to drains of adequate size to readily receive the full flow from each drain under maximum pressure. Provide auxiliary drains as required by NFPA 13 and NFPA 14 .
2.1.6 Pipe Sleeves
Provide where piping passes entirely through walls, floors, roofs and partitions. Secure sleeves in position and location during construction.
Provide sleeves of sufficient length to pass through entire thickness of walls, floors, roofs and partitions. Provide one inch minimum clearance between exterior of piping and interior of sleeve or core-drilled hole.
Firmly pack space with mineral wool insulation. Seal space at both ends of the sleeve or core-drilled hole with plastic waterproof cement which will dry to a firm but pliable mass, or provide a mechanically adjustable segmented elastomeric seal. In fire walls and fire floors, seal both ends of pipe sleeves or core-drilled holes with UL listed fill, void, or cavity material.
2.1.6.1 Sleeves in Masonry and Concrete Walls, Floors, and Roofs
Provide hot-dip galvanized steel, ductile-iron, or cast-iron sleeves.
Core drilling of masonry and concrete may be provided in lieu of pipe sleeves when cavities in the core-drilled hole are completely grouted smooth. Extend sleeves in floor slabs 76 mm above finished floors.
2.1.6.2 Sleeves in Partitions
Provide 26 gage galvanized steel sheet.
2.1.7 Escutcheon Plates
Provide one piece or split hinge type metal plates for piping passing through walls, floors, and ceilings in both exposed and concealed spaces.
Provide polished stainless steel plates or chromium-plated finish on copper alloy plates in finished spaces. Provide paint finish on metal plates in unfinished spaces. Securely anchor plates in place.
SECTION 21 12 00 Page 5
2.1.8 Fire Department Connections
Provide connections approximately one meter above finish grade, of the approved two-way type with 65 mm National Standard female hose threads with plug, chain, and identifying fire department connection escutcheon plate.
2.1.9 Valve Tamper Switch
Provide valve tamper switch(es) to monitor the open position of valve(s) controlling water supply to the standpipe system. Switch contacts shall transfer from the normal (valve open) position to the off-normal (valve closed) position during the first two revolutions of the hand wheel or when the stem of the valve has moved not more than one-fifth of the distance from its normal position. Switch shall be tamper resistant.
Removal of the cover shall cause switch to operate into the off-normal position.
2.2 BURIED PIPING SYSTEMS
2.2.1 Buried Pipe and Fittings
NFPA 24 , outside coated, cement lined, ductile iron pipe and fittings for piping under the building and to a point 1.52 m outside the building walls. Anchor the joints in accordance with NFPA 24 using pipe clamps and steel rods. Minimum pipe size shall be 150 mm . Minimum depth of cover shall be one meter . Piping more than 1.52 m outside the building walls shall be provided under Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.
2.2.2 Buried Utility Warning and Identification Tape or Trace Wire
Provide detectable tape or trace wire in accordance with Section 33 11 00
WATER UTILITY DISTRIBUTION PIPING.
2.3 ELECTRICAL WORK
Provide electrical work associated with this section under Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM, except for fire alarm wiring. Provide fire alarm wiring and connection to fire alarm systems under Section 28 31 76
INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM .
PART 3 EXECUTION
3.1 EXCAVATION, BACKFILLING, AND COMPACTING
Provide under this section as specified in Section 31 23 00.00 20
EXCAVATION AND FILL.
3.2 CONNECTIONS TO EXISTING WATER SUPPLY SYSTEMS
Connections to existing water supply system are specified in Section
33 11 00 WATER UTILITY DISTRIBUTION PIPING.
3.3 STANDPIPE SYSTEM INSTALLATION
Equipment, materials, installation, workmanship, fabrication, assembly, erection, examination, inspection, and testing shall be in accordance with the NFPA standards referenced herein. Install piping straight and true to bear evenly on hangers and supports. Conceal piping to the maximum extent
SECTION 21 12 00 Page 6 possible. Piping shall be inspected, tested and approved before being concealed. Provide fittings for changes in direction of piping and for all connections Make changes in piping sizes through standard reducing pipe fittings; do not use bushings. Cut pipe accurately and work into place without springing or forcing. Ream pipe ends and free pipe and fittings from burrs. Clean with solvent to remove all varnish and cutting oil prior to assemble. Make screw joints with PTFE tape applied to male thread only.
3.4 DISINFECTION
Disinfect new water piping from the point of connection at the water main and existing water piping affected by the Contractor's operation in accordance with AWWA C651. Exercise caution when mixing chlorine disinfectant solutions. Fill piping systems with solution containing minimum of 50 parts per million of free available chlorine and allow solution to stand for a minimum of 24 hours. Flush solution from systems with clean water until maximum residual chlorine content is not greater than 0.2 parts per million. Obtain at least two consecutive satisfactory bacteriological samples from new water piping, analyze by a certified laboratory, and submit results prior to new water piping being placed into service.
3.5 FIELD PAINTING
Field painting of fire extinguishing standpipe system shall be specified in Section 09 90 00 PAINTS AND COATINGS. Field painting requirements for "Fire Extinguishing Sprinkler Systems" shall apply.
3.5.1 Piping Labels
Provide permanent labels in mechanical rooms, spaced at 6 meters maximum intervals along pipe, indicating "STANDPIPE."
3.6 ELECTRICAL WORK
Provide electrical work associated with this section under Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM, except for fire alarm wiring. Provide fire alarm wiring and connection to fire alarm systems under Section 28 31 76
INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM .
3.7 FLUSHING
Flush the piping system with potable water in accordance with NFPA 14 .
Continue flushing operation until water is clear, but for not less than 10 minutes.
3.8 FIELD QUALITY CONTROL
Prior to initial operation, inspect equipment and piping systems for compliance with drawings, specifications, and manufacturer's submittals.
Perform tests in the presence of the Contracting Officer to determine conformance with the specified requirements.
3.8.1 Preliminary Tests
Each piping system shall be hydrostatically tested at 1379 kPa (gage) in accordance with NFPA 14 and NFPA 24 and shall show no leakage or reduction in gauge pressure after 2 hours. The Contractor shall conduct complete
SECTION 21 12 00 Page 7 preliminary tests, which shall encompass all aspects of system operation.
Individually all other components and accessories to demonstrate proper functioning. When tests have been completed and all necessary corrections made, submit to the Contracting Officer a signed and dated certificate, similar to that specified in NFPA 13 , attesting to the satisfactory completion of all testing and stating that the system is in operating condition. Also include a written request for a formal inspection and test. The QCFPE shall witness all preliminary testing and shall certify the preliminary testing is complete and the systems are in compliance with the contract documents prior to scheduling final testing with the government.
3.8.2 Formal Inspection and Tests ( Acceptance Tests )
The Pacific Division, Naval Facilities Engineering Command, Fire Protection Engineer, will witness formal tests and approve all systems before they are accepted. The system shall be considered ready for such testing only after all necessary preliminary tests have been made and all deficiencies found have been corrected to the satisfaction of the Contracting Officer and written certification to this effect is received by the Division Fire Protection Engineer. Submit the request for formal inspection at least 15 working days prior to the date the inspection is to take place. Experienced technicians regularly employed by the Contractor in the installation of both the mechanical and electrical portions of such systems shall be present during the inspection and shall conduct the testing. All instruments, personnel, appliances and equipment for testing shall be furnished by the Contractor. The Government will furnish water for the tests. All necessary tests encompassing all aspects of system operation shall be made including the following, and any deficiency found shall be corrected and the system retested at no cost to the Government.
The QCFPE shall be present for the final testing.
3.8.2.1 Flow Test
Perform flow tests of the standpipe system in accordance with NFPA 14.
Furnish hose, nozzles and fittings required for this test.
3.8.3 Additional Tests
When deficiencies, defects or malfunctions develop during the tests required, all further testing of the system shall be suspended until proper adjustments, corrections or revisions have been made to assure proper performance of the system. If these revisions require more than a nominal delay, the Contracting Officer shall be notified when the additional work has been completed, to arrange a new inspection and test of the system. All tests required shall be repeated prior to final acceptance, unless directed otherwise.
-- End of Section --
SECTION 21 12 00 Page 8
SECTION 21 13 13.00 20
WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
04/08
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM D709 (2017) Standard Specification for Laminated Thermosetting Materials
FM GLOBAL (FM)
FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 13 ( 2019 ; TIA 16-1; TIA 16-2; TIA 16-3 2016;
Errata 17-1; Errata 17-2) Standard for the Installation of Sprinkler Systems
NFPA 24 ( 2019 ; ERTA 2016) Standard for the Installation of Private Fire Service Mains and Their Appurtenances
NFPA 1963 (2019) Standard for Fire Hose Connections
UNDERWRITERS LABORATORIES (UL)
UL 668 (2004; Reprint Jul 2016) UL Standard for Safety Hose Valves for Fire-Protection Service
UL Fire Prot Dir ( 2019 ) Fire Protection Equipment Directory
1.2 SYSTEM DESCRIPTION
Design and provide new automatic wet pipe fire extinguishing sprinkler systems for complete fire protection coverage throughout each project building indicated on the drawings .
1.3 SPRINKLER SYSTEM DESIGN
Except as modified herein, design automatic wet pipe fire extinguishing sprinkler systems in accordance with the required and advisory provisions of NFPA 13 , including all recommendations and advisory portions, which shall be considered mandatory; this includes advisory provisions listed in the appendices of such standard(s), as though the word "shall" had been substituted for the word "should" wherever it appears. Design system by hydraulic calculations for uniform distribution of water over the design
SECTION 21 13 13.00 20 Page 1 area. Hydraulic calculations shall assume a 80 kPa pressure loss for the backflow preventer assembly. Locate sprinklers in a consistent pattern with ceiling grid, lights, and air supply diffusers. Provide sprinklers and piping system layout. All Devices and equipment for fire protection service shall be UL Fire Prot Dir listed or FM APP GUIDE approved for use in wet pipe sprinkler systems. Provide seismic protection for the sprinkler system. Design and install seismic protection in accordance with the requirements of NFPA 13 section titled "Protection of Piping Against Damage Where Subject to Earthquakes."
1.3.1 Location of Sprinklers
Sprinklers in relation to the ceiling and the spacing of sprinklers shall not exceed the hazards indicated on the contract drawings. Uniformly space sprinklers on the branch piping. Sprinklers shall provide coverage throughout 100 percent of the building. This includes, but is not limited to, telephone rooms, electrical equipment rooms, boiler rooms, switchgear rooms, transformer rooms, and other electrical and mechanical spaces.
1.3.2 Water Distribution
Distribution shall be uniform throughout the area in which the sprinklers will open. Discharge from individual sprinklers in hydraulically most remote area shall be between 100 percent and 120 percent of the specified density.
1.3.3 Density of Application of Water
Size pipe to provide the specified density when the system is discharging the specified total maximum required flow. Application to horizontal surfaces below the sprinklers shall be as indicated on the contract drawings.
1.3.4 Sprinkler Discharge Area
Area shall be as indicated on drawings. Area reductions from NFPA 13 shall not be applied to this area.
1.3.5 Outside Hose Allowances
Hydraulic calculations shall include a hose allowance as indicated on the drawings for outside hose streams .
1.3.6 Water Supply
Base hydraulic calculations on the water supply data shown on the fire protection contract drawings at the junction with the existing water distribution piping system.
1.4 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
The NAVFAC Pacific Fire Protection Engineer delegates the authority to the
SECTION 21 13 13.00 20 Page 2
Quality Control (QC) Representative's US Registered Fire Protection Engineer for review and approval of submittals required by this section.
The QC fire protection engineer (QCFPE) shall base the review and approval on plans and specifications and has no authority to grant variance to the design documents. Submit to the NAVFAC Pacific Fire Protection Engineer two sets of all approved submittals including but not limited to shop
SD-02 Shop Drawings
Shop Drawings
Prepare A1 841 by 594 mm detail working drawings of sprinklers and piping. Floor plans shall be drawn to a scale not less than 1:100 .
Show data essential for proper installation of each system. Show details, plan view, elevations and sections of the systems supply and piping. Show piping schematic of systems supply, devices, valves, pipe and fittings. Show point to point electrical wiring diagrams. Submit drawings signed by a registered fire protection engineer. Provide three copies of the Sprinkler System Shop Drawings, no later than 21 days prior to the start of sprinkler system installation.
SD-03 Product Data
Pipe Fittings Valves , including gate, check, and globe Sprinklers Pipe hangers and supports Sprinkler Alarm Switches Fire department connections Mechanical couplings Backflow Prevention Assembly Seismic Bracing
Annotate descriptive data to show the specific model, type, and size of each item. Catalog cuts shall also indicate UL Listing/FM Approval and country of manufacture.
SD-05 Design Data
Hydraulic Calculations
Submit computer program generated hydraulic calculations to substantiate compliance with hydraulic design requirements.
Calculations shall be performed by computer using software intended specifically for fire protection system design. Submit name of software program used.
SD-06 Test Reports request to schedule Preliminary Tests
Preliminary Test Report
Provide Three copies of the completed Preliminary Test Report, no later than 7 days after the completion of the Preliminary Tests.
The Preliminary Tests Report shall include both the Contractor's Material and Test Certificate for Underground Piping and the
SECTION 21 13 13.00 20 Page 3
Contractor's Material and Test Certificate for Aboveground Piping. All items in the Preliminary Tests Report shall be signed by the Fire Protection Engineer.
request to schedule Final Acceptance Test
SD-07 Certificates
Inspection by Fire Protection Engineer
Concurrent with the Final Acceptance Test Report, certification by the Fire Protection Engineer that the sprinkler system is installed in accordance with the contract requirements, including signed approval of the Preliminary and Final Acceptance Test Reports.
Fire Protection Engineer
The name and documentation of certification of the proposed Fire Protection Engineer, no later than 14 days after the Notice to Proceed and prior to the submittal of the sprinkler system drawings and hydraulic calculations.
Sprinkler System Installer
Submit data showing the Sprinkler System Installer has successfully installed systems of the same type and design as specified herein, Data shall include names and locations of at least two installations where the Contractor, or the subcontractor referred to above, has installed such systems. Indicate type and design of each system and certify that each system has performed satisfactorily in the manner intended for not less than 18 months. Provide NICET certification of the system technician.
Contractor shall submit data along with submittal of the Fire Protection Engineer Qualifications.
SD-10 Operation and Maintenance Data
Operating and Maintenance Instructions
Submit in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA as supplemented and modifies by this specification section.
Provide six manuals in accordance with NFPA 13. The manuals shall include the manufacturer's name, model number, parts list, list of parts and tools that should be kept in stock by the owner for routine maintenance including the name of a local supplier, simplified wiring and controls diagrams, troubleshooting guide, and recommended service organization (including address and telephone number) for each item of equipment. Each service organization submitted shall be capable of providing 4 hour on-site response to a service call on an emergency basis.
SD-11 Closeout Submittals
As-built drawings
As-built shop drawings, at no later than 14 days after completion
SECTION 21 13 13.00 20 Page 4 of the Final Tests. The Sprinkler System Drawings shall be updated to reflect as-built conditions after all related work is completed. Provide electronic drawings in dwg or pdf format.
On-site training
1.5 QUALIFICATIONS
1.5.1 Fire Protection Engineer
A Fire Protection Engineer is a registered professional engineer (P.E.)
who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES).
1.5.2 Sprinkler System Installer
The Sprinkler System Installer shall be regularly engaged in the installation of the type and complexity of system specified in the Contract documents, and shall have served in a similar capacity for at least three systems that have performed in the manner intended for a period of not less than 6 months. Installation drawings, shop drawings and as-built drawings shall be prepared, by or under the supervision of, an system technician who is experienced with the types of works specified herein, and is currently certified by the National Institute for Certification in Engineering Technologies (NICET) as an engineering technician with minimum Level III certification in Automatic Sprinkler System program or by a fire protection engineer.
1.6 QUALITY ASSURANCE
1.6.1 Material and Equipment Qualifications
Provide materials and equipment that are standard products of manufacturers regularly engaged in the manufacture of such products, which are of a similar material, design and workmanship. Standard products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year use shall include applications of equipment and materials under similar circumstances and of similar size.
The product shall have been for sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 2 year period.
1.6.2 Alternative Qualifications
Products having less than a two-year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6000 hours, exclusive of the manufacturer's factory or laboratory tests, can be shown.
1.6.3 Manufacturer's Nameplate
Each item of equipment shall have a nameplate bearing the manufacturer's name, address, model number, and serial number securely affixed in a conspicuous place; the nameplate of the distributing agent will not be acceptable.
SECTION 21 13 13.00 20 Page 5
1.6.4 Field Fabricated Nameplates
ASTM D709. Provide laminated plastic nameplates for each equipment enclosure, relay, switch, and device; as specified in the technical sections or as indicated on the drawings. Each nameplate inscription shall identify the function and, when applicable, the position.
Nameplates shall be melamine plastic, 3 mm thick, white with black center core. Surface shall be matte finish. Corners shall be square.
Accurately align lettering and engrave into the core. Minimum size of nameplates shall be 25 by 65 mm . Lettering shall be a minimum of 6.35 mm high normal block style.
1.7 ACCESSIBILITY
Install all work so that parts requiring periodic inspection, operation, maintenance, and repair are readily accessible. Install concealed valves, expansion joints, controls, dampers, and equipment requiring access, in locations freely accessible through access doors.
1.8 DELIVERY, STORAGE AND HANDLING
All equipment delivered and placed in storage shall be housed in a manner to preclude any damage from the weather, humidity and temperature variations, dirt and dust, or other contaminants. Additionally, all pipes shall either be capped or plugged until installed.
PART 2 PRODUCTS
2.1 UNDERGROUND PIPING COMPONENTS
2.1.1 Pipe
Pipe shall comply with NFPA 24 . Minimum pipe size shall be 150 mm .
Piping more than 1.50 meters outside the building walls shall comply with Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.
2.1.2 Buried Utility Warning and Identification Tape
Provide detectable aluminum foil plastic backed tape or detectable magnetic plastic tape manufactured specifically for warning and identification of buried piping. Tape shall be detectable by an electronic detection instrument. Provide tape in rolls, 80 mm minimum width, color coded for the utility involved with warning and identification imprinted in bold block letters continuously and repeatedly over the entire tape length. Warning and identification shall read "CAUTION BURIED WATER PIPING BELOW" or similar wording. Use permanent code and letter coloring unaffected by moisture and other substances contained in trench backfill material.
2.2 ABOVEGROUND PIPING COMPONENTS
All components of the aboveground piping shall fully comply with the requirements and recommended practices of NFPA 13 and this specification section. Aboveground piping shall be steel.
2.2.1 Steel Pipe
Pipe shall be rigidblack steel. Steel piping shall be Schedule 40 for sizes less than 200 mm and Schedule 40 for sizes 200 mm or larger. Fittings
SECTION 21 13 13.00 20 Page 6 into which sprinklers, sprinkler riser nipples, or drop nipples are threaded shall be welded, threaded, or grooved-end type. Plain-end fittings with mechanical couplings, fittings that use steel gripping devices to bite into the pipe and segmented welded fittings shall not be permitted. Rubber gasketed grooved-end pipe and fittings with mechanical couplings shall be permitted in pipe sizes 40 mm and larger. Fittings, mechanical couplings, and rubber gaskets shall be supplied by the same manufacturer. Steel piping with wall thickness less than Schedule 30 shall not be threaded. Side outlet tees using rubber gasketed fittings shall not be permitted. Sprinkler pipe and fittings shall be metal.
2.2.2 Grooved Mechanical Joints and Fittings
Grooved couplings, fittings and grooving tools shall be products of the same manufacturer.
2.2.3 Flexible Sprinkler Hose
The use of flexible sprinkler hose is not permissible.
2.2.4 Sprinklers
Provide sprinklers with K-factors as indicated on the drawings. Sprinklers with internal O-rings shall not be used. Sprinklers shall be used in accordance with their listed coverage limitations. Provide quick response concealed pendent and recessed sidewall sprinklers in areas with finished ceilings. Provide residential concealed pendent and concealed sidewall sprinklers in dwelling units. Listed residential sprinklers are permitted to be used at their listed/approved spacing and coverage. Provide quick response pendent and upright sprinklers in areas that require head guards.
Provide quick response upright sprinklers in areas without finished ceilings. Pendent sprinklers shall have a white polyester finish. Upright sprinklers shall have a brass finish. Concealed sprinklers shall have a chrome coverplate. Exterior sprinklers and sprinklers in unconditioned utility spaces shall be PTFE coated for corrosion resistance. Temperature classification shall be as indicated. Sprinklers in high heat areas including attic spaces or in close proximity to unit heaters shall have temperature classification in accordance with NFPA 13 . Extended coverage sprinklers shall not be used. Provide corrosion-resistant sprinklers and sprinkler guards as required by NFPA 13 and as indicated . Deflector shall not be more than 80 mm below suspended ceilings. Ceiling plates shall not be more than 12.7 mm deep. Ceiling cups shall not be permitted.
2.2.5 Valves
Provide valves of types approved for fire service. Valves shall open by counterclockwise rotation. Provide an OS&Y valve beneath each alarm.
Check valves shall be clear opening swing-check type with inspection and access cover plate for sizes 200 mm and larger. Each control valve shall be electrically supervised; minimum contact ratings s 10all be 2.5 amps at 24 volts DC. Provide supervision against valve closure or tampering of valve.
2.2.6 Pipe Supports
Provide Pipe hangers and supports and Seismic Bracing in accordance with
NFPA 13 .
SECTION 21 13 13.00 20 Page 7
2.2.7 Fire Department Connections
Fire department connection shall be projecting type with cast brass body, matching wall escutcheon lettered "Auto Spkr /Standpipe " with a polished brass finish. The connection shall have two inlets with individual self-closing clappers, caps with drip drains and chains. Female inlets shall have 65 mm diameter American National Fire Hose Connection Screw Threads (NH) per NFPA 1963 .
2.2.8 Backflow Prevention Assembly
Provide listed double check valve assembly backflow preventer. Each check valve shall have a drain. Backflow prevention assemblies shall have current "Certificate of Approval from the Foundation for Cross-Connection Control and Hydraulic Research, FCCCHR List. Listing of the specific make, model, design, and size in the FCCCHR List shall be acceptable as the required documentation."
2.3 ALARM INITIATING AND SUPERVISORY DEVICES
2.3.1 Sprinkler Alarm Switches
Provide vane type flow switch(es) with circuit opener or closer for the automatic transmittal of an alarm over the facility fire alarm system.
Connection of switch shall be under Section 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM. Vane type Alarm actuating devices shall have mechanical diaphragm controlled retard device adjustable from 10 to 60 seconds and shall instantly recycle. Flow switches for elevator power shunt shall have no retard feature. Provide properly lettered and approved metal sign to elevator flow switch stating the circuits' voltage, and identify the switch as an "Elevator Power Shunt Flow Switch".
2.3.2 Valve Supervisory (Tamper) Switch
Switch shall be suitable for mounting to the type of control valve to be supervised open. The switch shall be tamper resistant and contain one set of SPDT (Form C) contacts arranged to transfer upon removal of the housing cover or closure of the valve of more than two rotations of the valve stem.
2.4 ACCESSORIES
2.4.1 Sprinkler Cabinet
Provide metal cabinet with extra sprinklers and sprinkler wrench adjacent to each alarm valve. The number and types of extra sprinklers shall be as specified in NFPA 13 .
2.4.2 Pipe Escutcheon
Provide split hinge metal plates for piping entering walls, floors, and ceilings in exposed spaces. Provide polished stainless steel plates or chromium-plated finish on copper alloy plates in finished spaces. Provide paint finish on metal plates in unfinished spaces.
PART 3 EXECUTION
3.1 INSPECTION BY FIRE PROTECTION ENGINEER
The Fire Protection Engineer shall inspect the sprinkler system
SECTION 21 13 13.00 20 Page 8 periodically during the installation to assure the sprinkler system is being provided and installed in accordance with the contract requirements and the approved sprinkler system submittal(s). The Fire Protection Engineer shall attend both the preliminary and final tests, and shall sign the test results. After the preliminary testing has been completed, the Fire Protection Engineer, shall certify in writing the system is ready for the final inspections and tests. This report shall document any discrepancies found and what actions will be taken to correct. Any discrepancy noted during the periodic site visits or the preliminary testing shall be brought to the attention of the Contracting Officer in writing, no later than three working days after the discrepancy is discovered.
3.2 UNDERGROUND PIPING INSTALLATION
The methods of fabrication and installation of the underground piping shall fully comply with the requirements and recommended practices of NFPA 13 , NFPA 24 and the contract drawings.
3.3 ABOVEGROUND PIPING INSTALLATION
The methods of fabrication and installation of the aboveground piping shall fully comply with the requirements and recommended practices of NFPA 13 and this specification section.
3.3.1 Piping in Finished Areas
In areas with suspended or dropped ceilings and in areas with concealed spaces above the ceiling, piping shall be concealed above ceilings.
Piping shall be inspected, tested and approved before being concealed.
Risers and similar vertical runs of piping in finished areas shall be concealed.
3.3.2 Pendent Sprinklers
Where sprinklers are installed below suspended or dropped ceilings, drop nipples shall be cut such that sprinkler ceiling plates or escutcheons are of a uniform depth throughout the finished space. The outlet of the reducing coupling shall not extend more than 25 mm below the underside of the ceiling. Pendent sprinklers in suspended ceilings shall be a minimum of 150 mm from ceiling grids.
3.3.3 Reducers
Reductions in pipe sizes shall be made with one-piece tapered reducing fittings. Bushings are prohibited.
3.3.4 Pipe Penetrations
Cutting structural members for passage of pipes or for pipe-hanger fastenings will not be permitted. Pipes that must penetrate concrete or masonry walls or concrete floors shall be core-drilled and provided with pipe sleeves. Each sleeve shall be Schedule 40 galvanized steel, ductile iron or cast iron pipe and shall extend through its respective wall or floor and be cut flush with each wall surface. Sleeves shall provide required clearance between the pipe and the sleeve per NFPA 13 . The space between the sleeve and the pipe shall be firmly packed with mineral wool insulation. Where pipes penetrate fire walls, fire partitions, or floors, pipes shall be fire stopped in accordance with Section 07 84 00
SECTION 21 13 13.00 20 Page 9
FIRESTOPPING. In penetrations that are not fire-rated or not a floor penetration, the space between the sleeve and the pipe shall be sealed at both ends with plastic waterproof cement that will dry to a firm but pliable mass or with a mechanically adjustable segmented elastomer seal.
3.3.5 Inspector's Test Connection
Provide test connections approximately 2 meters above the floor for each sprinkler system or portion of each sprinkler system equipped with an alarm device. Provide test connection piping to a drain location that can accept full flow where the discharge will be readily visible and where water may be discharged without property damage. Discharge to floor drains, janitor sinks or similar fixtures shall not be permitted. Provide discharge orifice of same size as corresponding sprinkler orifice. The penetration of the exterior wall shall be no greater than 0.61 meter above finished grade.
3.3.6 Backflow Preventer Test Connection
Provide downstream of the backflow prevention assembly UL 668 hose valves with 65 mm National Standard male hose threads with cap and chain.
Provide one valve for each 16 L/s of system demand or fraction thereof.
Provide a permanent sign in accordance with paragraph entitled "Identification Signs" which reads, "Test Valve."
3.3.7 Drains
Main drain piping shall be provided to discharge at a safe point outside the building. Auxiliary drains shall be provided as required by NFPA 13 .
3.3.8 Installation of Fire Department Connection
Connection shall be mounted on the exterior wall approximately 900 mm above finished grade. The piping between the connection and the check valve shall be provided with an automatic drip in accordance with NFPA 13 and arranged to drain to the outside.
3.3.9 Identification Signs
Signs shall be affixed to each control valve, inspector test valve, main drain, auxiliary drain, test valve, and similar valves as appropriate or as required by NFPA 13 . Valve identification signs shall be minimum 150 mm wide by 50 mm high with enamel baked finish on minimum 1.214 mm steel or
0.6 mm aluminum with red letters on a white background or white letters on red background. Hydraulic design data nameplates shall be permanently affixed to each sprinkler riser as specified in NFPA 13 .
3.4 ELECTRICAL WORK
Except as supplemented and modified herein, electric equipment and wiring shall be in accordance with Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM. Alarm signal wiring connected to the building fire alarm control system shall be in accordance with 28 31 76 INTERIOR FIRE ALARM AND MASS
NOTIFICATION SYSTEM
3.5 PIPE PAINTING AND COLOR CODE MARKING
Paint and color code mark sprinkler piping system as specified in Section
09 90 00 PAINTS AND COATINGS.
SECTION 21 13 13.00 20 Page 10
3.6 PRELIMINARY TESTS
The system, including the underground water mains, and the aboveground piping and system components, shall be tested to assure that equipment and components function as intended. The underground and aboveground interior piping systems and attached appurtenances subjected to system working pressure shall be tested in accordance with NFPA 13 and NFPA 24 .
Submit request to schedule Preliminary Tests , no later than 14 days prior to the proposed start of the tests. Upon completion of specified tests, the Contractor shall submit for approval a Preliminary Test Report . The QCFPE shall witness all preliminary testing and shall certify the preliminary testing is complete and the systems are in compliance with the contract documents prior to scheduling final testing with the government.
3.6.1 Underground Piping
3.6.1.1 Flushing
Underground piping shall be flushed in accordance with NFPA 24 .
3.6.1.2 Hydrostatic Testing
New underground piping shall be hydrostatically tested in accordance with
NFPA 24 .
3.6.2 Aboveground Piping
3.6.2.1 Hydrostatic Testing
Aboveground piping shall be hydrostatically tested in accordance with
NFPA 13 .
3.6.2.2 Backflow Prevention Assembly Forward Flow Test
Each backflow prevention assembly shall be tested at system flow demand, including all applicable hose streams, as specified in NFPA 13 . The Contractor shall provide all equipment and instruments necessary to conduct a complete forward flow test, including 65 mm diameter hoses, playpipe nozzles, calibrated pressure gauges, and pitot tube gauge. The Contractor shall provide all necessary supports to safely secure hoses and nozzles during the test. At the system demand flow, the pressure readings and pressure drop (friction) across the assembly shall be recorded. A metal placard shall be provided on the backflow prevention assembly that lists the pressure readings both upstream and downstream of the assembly, total pressure drop, and the system test flow rate determined during the preliminary testing. The pressure drop shall be compared to the manufacturer's data and the readings observed during the final inspections and tests.
3.7 FINAL ACCEPTANCE TEST
Final Acceptance Test shall begin only when the Preliminary Test Report has been approved. Submit request to schedule Final Acceptance Test , no later than 14 days prior to the proposed start of the tests. Notification shall include a copy of the Contractor's Material & Test Certificates.
An experienced technician regularly employed by the system installer shall be present during the inspection. The QCFPE shall attend the final
SECTION 21 13 13.00 20 Page 11 inspections and tests. At this inspection, repeat any or all of the required tests as directed. Correct defects in work provided by the Contractor, and make additional tests until the systems comply with contract requirements. Furnish appliances, equipment, electricity, instruments, connecting devices, and personnel for the tests. The Government will furnish water for the tests. The Pacific Division, Naval Facilities Engineering Command, Fire Protection Engineer, will witness formal tests and approve systems before they are accepted.
3.8 ON-SITE TRAINING
Submit request to schedule the On-site Training, at least 14 days prior to the start of related training but prior to the final inspections and tests. The sprinkler contractor shall conduct a training course for operating and maintenance personnel as designated by the Contracting Officer. Training shall be provided for a period of 8 hours of normal working time and shall start after the system is functionally complete and after the Final Acceptance Test. The On-Site Training shall cover all of the items contained in the approved Operating and Maintenance Instructions .
-- End of Section --
SECTION 21 13 13.00 20 Page 12
SECTION 22 00 00
PLUMBING, GENERAL PURPOSE
11/15
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)
AHRI 1010 (2002) Self-Contained, Mechanically Refrigerated Drinking-Water Coolers
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
ANSI Z21.10.3/CSA 4.3 (2017) Gas-Fired Water Heaters Vol.III, Storage Water Heaters With Input Ratings Above 75,000 Btu Per Hour, Circulating and Instantaneous
ANSI Z21.22/CSA 4.4 (2015) Relief Valves for Hot Water Supply Systems
AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING
ENGINEERS (ASHRAE)
ASHRAE 90.1 - SI (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings
ASHRAE 146 (2011) Method of Testing and Rating Pool Heaters
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)
ASSE 1001 (2016) Performance Requirements for Atmospheric Type Vacuum Breakers
ASSE 1003 (2009) Performance Requirements for Water Pressure Reducing Valves for Domestic Water Distribution Systems - (ANSI approved 2010)
ASSE 1010 (2004) Performance Requirements for Water Hammer Arresters (ANSI approved 2004)
ASSE 1011 (2004; Errata 2004) Performance Requirements for Hose Connection Vacuum Breakers (ANSI approved 2004)
ASSE 1012 (2009) Performance Requirements for Backflow Preventer with an Intermediate Atmospheric Vent - (ANSI approved 2009)
SECTION 22 00 00 Page 1
ASSE 1013 (2011) Performance Requirements for Reduced Pressure Principle Backflow Preventers and Reduced Pressure Fire Protection Principle Backflow Preventers - (ANSI approved 2010)
ASSE…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .