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USACE / NAVFAC / AFCESA / NASA UFGS-13945N (September 1999)
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UNIFIED FACILITIES GUIDE SPECIFICATIONS
References are in agreement with UMRL dated 23 June 2005
Section Table of Contents
SECTION 13945N
[DELUGE] [PREACTION] FIRE SPRINKLER SYSTEMS
09/99
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 Year 2000 compliant
1.3 SYSTEM DESCRIPTION
1.4 SPRINKLER SYSTEM DESIGN
1.4.1 Location of Sprinkler Heads
1.4.2 Water Distribution
1.4.3 Density of Application of Water
1.4.4 Sprinkler Design Area
1.4.5 Outside Hose Allowances
1.4.6 Friction Losses
1.4.7 Water Supply
1.4.8 Detail Drawing
1.4.9 As-Built Drawings
1.5 SUBMITTALS
1.6 QUALITY ASSURANCE
1.6.1 Qualifications of Installer
1.7 WARRANTY
1.7.1 Year 2000 (Y2K) Compliance Warranty
PART 2 PRODUCTS
2.1 Y2K COMPATIBILITY
2.2 ABOVEGROUND PIPING SYSTEMS
2.2.1 Sprinkler Piping
2.2.2 Sprinkler Heads
2.2.3 Cabinet for System
2.2.4 [Deluge] [Preaction] Valves
2.2.5 Water Motor Alarms
2.2.6 Pressure Switch
2.2.7 Pipe Hangers and Supports
2.2.8 Valves
2.2.8.1 Valve Supervision
2.2.9 Backflow Preventer
2.2.10 Identification Signs
2.2.11 Test Connections
2.2.11.1 Inspector's Test Connection for Preaction Systems
2.2.11.2 Backflow Preventer Test Connection
2.2.12 Main Drains
2.2.13 Fire Department Connections
2.2.14 Tank Mounted Air Compressor
2.3 BURIED WATER PIPING SYSTEMS
2.3.1 Pipe and Fittings
2.3.2 Valves
2.3.3 Post Indicator Valves
2.3.4 Valve Boxes
2.3.5 Buried Utility Warning and Identification Tape
2.4 PIPE SLEEVES
2.5 ESCUTCHEON PLATES
2.6 DETECTION DEVICES
2.6.1 Spot Heat Detectors
2.6.2 Smoke Detectors
2.6.3 Control Panel
2.6.4 Secondary Power Supply
2.6.5 Wiring
2.6.6 Supervision
2.6.7 Manual Remote Release Stations
2.7 ALARMS
2.7.1 Water Motor Alarms
2.7.2 Local Alarm
2.7.3 Fire Alarm
PART 3 EXECUTION
3.1 INSTALLATION
3.1.1 Electrical Work
3.1.2 Disinfection
3.1.3 Connections to Existing Water Supply Systems
3.1.4 Buried Piping System
3.2 FIELD QUALITY CONTROL
3.2.1 Preliminary Tests
3.2.2 Formal Tests and Inspections
3.3 FIELD PAINTING
3.3.1 Systems in Finished Areas
3.3.2 Systems in Unfinished Areas
3.4 SCHEDULE
SECTION 13945N
[DELUGE] [PREACTION] FIRE SPRINKLER SYSTEMS
NOTE: This guide specification covers the requirements for
automatic deluge
and preaction fire extinguishing sprinkler systems.
Comments and suggestions on this guide specification are welcome and should
be directed to the technical proponent of the specification. A listing of
technical
proponents, including their organization designation and telephone number, is
on the Internet.
Recommended changes to a UFGS should be submitted as a
Criteria Change Request
(CCR).
Use of electronic communication is encouraged.
Brackets are used in the text to indicate designer choices or locations where
text must be supplied by the designer.
NOTE: Use deluge systems for high hazard occupancies and as required by Unified
Facilities Criteria (UFC) 3-600-01 Design: fire Protection Engineering for Facilities
or applicable NFPA standards. Use preaction systems in lieu of wet pipe systems
where extraordinary precautions against accidental water discharge is warranted.
For NAVFAC users, system requirements shall conform to UFC 3-600-01 and NFPA
13, "Installation of Sprinkler Systems."
NOTE: If there are questions concerning system design, consult with the Engineering
Field Division, Naval Facilities Engineering Command, Fire Protection Engineer.
NOTE: Following information shall be shown on project drawings:
1. Location and detail of each sprinkler system supply riser, deluge or preaction
valve, water motor alarm, fire department inlet connection, control panel, air
compressor, fused disconnect switch, and associated electrical connections.
2. Location where each sprinkler system begins including connection to water
distribution system piping.
3. Location of sprinkler system control valves, post indicator valves, or wall
indicator valves.
4. Area of sprinkler system coverage when system is protecting partial areas.
5. Details of anchoring piping, including pipe clamps and tie rods, or mechanical
retainer glands.
6. Indicate existing sprinkler piping layout and sprinkler heads on project
drawings only if existing sprinkler system is being modified and such layout
is necessary for clarity.
7. Do not show detector placement, conduit runs, or number of conductors.
PART 1 GENERAL
1.1 REFERENCES
NOTE: This paragraph is used to list the publications cited in the text of
the guide specification. The publications are referred to in the text by basic
designation only and listed in this paragraph by organization, designation,
date, and title.
Use the Reference Wizard's Check Reference feature when you add a RID outside
of the Section's Reference Article to automatically place the reference in the
Reference Article. Also use the Reference Wizard's Check Reference feature
to update the issue dates.
References not used in the text will automatically be deleted from this section
of the project specification when you choose to reconcile references in the
publish print process.
The publications listed below form a part of this specification to the extent referenced. The publications are
referred to within the text by the basic designation only.
AMERICAN WATER WORKS ASSOCIATION(AWWA) |
|
AWWA C651 | | (1999) Disinfecting Water Mains |
ASME INTERNATIONAL (ASME) |
|
ASME A17.1 | | (2004) Handbook on Safety Code for Elevators
and Escalators |
FM GLOBAL (FM) |
|
FM P7825 | | (2003) Approval Guide |
FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH (FCCCHR) |
|
FCCCHR List | | (continuously updated) List of Approved Backflow
Prevention Assemblies |
MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY (MSS) |
|
MSS SP-58 | | (2002) Pipe Hangers and Supports - Materials,
Design and Manufacture |
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) |
|
NFPA 13 | | (2002) Installation of Sprinkler Systems |
|
NFPA 15 | | (2001) Water Spray Fixed Systems for Fire Protection |
|
NFPA 24 | | (2002) Installation of Private Fire Service
Mains and Their Appurtenances |
|
NFPA 409 | | (2001) Aircraft Hangars |
|
NFPA 70 | | (2005) National Electrical Code |
|
NFPA 72 | | (2002) National Fire Alarm Code |
THE SOCIETY FOR PROTECTIVE COATINGS (SSPC) |
|
SSPC Paint 25 | | (1997; R 2000) Zinc Oxide, Alkyd, Linseed Oil
Primer for Use Over Hand Cleaned Steel, Type
I and Type II |
U.S. GENERAL SERVICES ADMINISTRATION (GSA) |
|
FS TT-E-489 | | (Rev J; Notice 1)) Enamel, Alkyd, Gloss, Low
Voc Content |
|
FS TT-P-664 | | (Rev D) Primer Coating, Alkyd, Corrosion-Inhibiting,
Lead and Chromate Free, VOC-Compliant |
UNDERWRITERS LABORATORIES (UL) |
|
UL 262 | | (2004) Gate Valves for Fire-Protection Service |
|
UL 789 | | (2004) Indicator Posts for Fire-Protection Service |
|
UL Fire Prot Dir | | (2004) Fire Protection Equipment Directory |
1.2 DEFINITIONS
1.2.1 Year 2000 compliant
Computer controlled facility components that accurately process date and time data (including, but not limited
to, calculating, comparing, and sequencing) from, into, and between the twentieth and twenty-first centuries,
and the years 1999 and 2000 and leap year calculations.
1.3 SYSTEM DESCRIPTION
Design and provide [new and modify existing] automatic [deluge] [preaction] fire extinguishing sprinkler systems
for complete fire protection coverage throughout [_____].
1.4 SPRINKLER SYSTEM DESIGN
NOTE: For areas smaller than 93 sq meters 1,000 sq ft, use hydraulic calculations
for deluge systems, and use pipe schedules for preaction systems. For areas
larger than 93 sq meters 1,000 sq ft, use hydraulic calculations complying with
MIL-HDBK-1008 for deluge systems and for preaction systems. For open areas
larger than 929 sq meters 10,000 sq ft, use hydraulic calculations. When hydraulic
calculations are not included, delete paragraphs entitled "Water Distribution,"
"Density of Application of Water," "Sprinkler Discharge Area," "Outside Hose
Allowances," "Friction Losses," and "Water Supply." Earthquake protection shall
be required for buildings in seismic zones 3 and 4, and only essential and high
risk buildings in seismic zone 2.
Design automatic [deluge] [preaction] fire extinguishing sprinkler systems in accordance with the required and
advisory provisions of NFPA 13 [NFPA 15], except as modified herein, by hydraulic calculations using the area
design method for uniform distribution of water over the design area. Each system shall include materials, accessories,
and equipment inside and outside the building to provide each system complete and ready for use. Design and
provide each system to give full consideration to blind spaces, piping, electrical equipment, ducts, and other
construction and equipment in accordance with detailed working drawings to be submitted for approval. Locate
sprinkler heads in a consistent pattern with ceiling grid, lights, and air supply diffusers. Devices and equipment
for fire protection service shall be UL Fire Prot Dir listed or FM P7825 approved for use in [deluge] [preaction]
sprinkler systems. [Design systems for earthquake protection.]
1.4.1 Location of Sprinkler Heads
Spacing of sprinklers and position and orientation of sprinklers in relation to the ceiling, walls, and obstructions
shall conform to NFPA 13 for [light] [ordinary] [_____]hazard occupancy [for the entire building] [for [_____]areas].
Uniformly space sprinklers on the branch piping.
1.4.2 Water Distribution
Distribution shall be uniform throughout the area in which the sprinkler heads will cover. Discharge from individual
heads shall be not less than 100 percent of the specified density.
1.4.3 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 [_____] L/m per sq meter gpm per sq ft
.
NOTE: The designer shall use the criteria provided within MIL-HDBK-1008 for
guidance with the sprinkler design area and outside hose allowance requirements.
1.4.4 Sprinkler Design Area
[Area shall be the hydraulically most remote [_____] sq meter ft area as defined in NFPA 13.] [Area shall be
[as indicated.] [based on the [_____] meter foot radius rule and shall conform to NFPA 409 for aircraft hangars.]
[_____.]] [For deluge systems, design area shall be the entire area protected by the system.]
1.4.5 Outside Hose Allowances
Hydraulic calculations shall include an allowance of [_____] L/m gpm for outside hose streams.
1.4.6 Friction Losses
Calculate losses in piping in accordance with the Hazen-Williams formula with 'C' value of [120 (deluge)] [100
(preaction)] for steel piping, 150 for copper tubing, and 140 for cement-lined ductile-iron piping. Velocity
in sprinkler piping shall be limited to a maximum of 20 feet per second6 meters per second.
1.4.7 Water Supply
Base hydraulic calculations on a static pressure of [_____]
kPa (gage) psig with [_____]
L/m gpm available at
a residual pressure of [_____]
kPa (gage) psig at the [junction with the water distribution piping system.] [base
of the sprinkler piping riser.] [Base hydraulic calculations on operation of fire pumps provided in Section
13920
13920
13920 FIRE PUMPS.]
1.4.8 Detail Drawing
Prepare A1 841 by 594 mm 24 by 36 inch detail working drawings of sprinkler heads and piping system layout in
accordance with NFPA 13, "Working Drawings (Plans)." 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 location and orientation of sprinkler heads in relation
to obstructions. Show point to point electrical wiring diagrams. [Submit drawings signed by a registered fire
protection engineer.]
1.4.9 As-Built Drawings
After completion, but before final acceptance, submit complete set of as-built drawings of each system for record
purposes. Submit A1 841 by 594 mm 24 by 36 inch drawings on reproducible mylar film with title block similar
to full size contract drawings. Furnish the as-built (record) working drawings in addition to as-built contract
drawings required by Division 1, "General Requirements."
1.5 SUBMITTALS
NOTE: Review submittal description (SD) definitions in Section 01330 SUBMITTAL
PROCEDURES and edit the following list to reflect only the submittals required
for the project. Submittals should be kept to the minimum required for adequate
quality control.
A “G” following a submittal item indicates that the submittal requires Government
approval. Some submittals are already marked with a “G”. Only delete an existing
“G” if the submittal item is not complex and can be reviewed through the Contractor’s
Quality Control system. Only add a “G” if the submittal is sufficiently important
or complex in context of the project.
For submittals requiring Government approval on Army projects, a code of up
to three characters within the submittal tags may be used following the "G"
designation to indicate the approving authority. Codes for Army projects using
the Resident Management System (RMS) are: "AE" for Architect-Engineer; "DO"
for District Office (Engineering Division or other organization in the District
Office); "AO" for Area Office; "RO" for Resident Office; and "PO" for Project
Office. Codes following the "G" typically are not used for Navy, Air Force,
and NASA projects.
Choose the first bracketed item for Navy, Air Force and NASA projects, or choose
the second bracketed item for Army projects.
Government approval is required for submittals with a "G" designation; submittals not having a "G" designation
are [for Contractor Quality Control approval.][for information only. When used, a designation following the
"G" designation identifies the office that will review the submittal for the Government.] The following shall
be submitted in accordance with Section
01330
01330
01330 SUBMITTAL PROCEDURES:
[The [[_____] Division][EFA [______]], Naval Facilities Engineering Command, Fire Protection Engineer, will review
and approve all submittals in this section requiring Government approval.
]
NOTE: For projects administered by the Pacific Division, Naval Facilities Engineering
Command, use the optional "SUBMITTALS" article immediately below and delete
the general "SUBMITTALS" article above for Navy projects.
[The [_____] Division, Naval Facilities Engineering Command, Fire Protection Engineer delegates the authority
to the Quality Control (QC) Representative's U.S. Registered Fire Protection Engineer for review and approval
of submittals required by this section. Submit to the [_____] Division, Naval Facilities Engineering Command,
Fire Protection Engineer one set of all approved submittals and drawings immediately after approval but no more
later than 15 working days prior to final inspection.
]SD-02 Shop Drawings
Sprinkler heads and piping system layout[; G][; G, [_____]]
Electrical wiring diagrams[; G][; G, [_____]]
SD-03 Product Data
Piping[; G][; G, [_____]]
[Deluge] [Preaction] valves[; G][; G, [_____]]
Valves, including gate, check, and globe[; G][; G, [_____]]
[Water motor alarms[; G][; G, [_____]]
]Sprinkler heads[; G][; G, [_____]]
Pipe hangers and supports[; G][; G, [_____]]
Pressure switch[; G][; G, [_____]]
Fire department connections[; G][; G, [_____]]
Air compressor[; G][; G, [_____]]
Detection devices[; G][; G, [_____]]
Storage batteries[; G][; G, [_____]]
Air maintenance device[; G][; G, [_____]]
Control panel[; G][; G, [_____]]
Battery charger[; G][; G, [_____]]
Mechanical couplings[; G][; G, [_____]]
Backflow Preventer[; G][; G, [_____]]
Manual Remote Release Stations[; G][; G, [_____]]
Alarms[; G][; G, [_____]]
Annotate descriptive data to show the specific model, type, and size of each item.
SD-05 Design Data
Sprinkler system design[; G][; G, [_____]]
Secondary Power Supply[; G][; G, [_____]]
Submit computer program generated hydraulic calculations to substantiate compliance with hydraulic
design requirements. Submit the name of the software program used.
SD-06 Test Reports
Preliminary tests on piping system[; G][; G, [_____]]
SD-07 Certificates
Qualifications of installer[; G][; G, [_____]]
Year 2000 (Y2K) Compliance Warranty[; G][; G, [_____]]
SD-10 Operation and Maintenance Data
[Deluge] [Preaction] valves, Data Package 3[; G][; G, [_____]]
Air compressor, Data Package 3[; G][; G, [_____]]
Control panel, Data Package 3[; G][; G, [_____]]
Backflow preventer, Data Package 3[; G][; G, [_____]]
Submit in accordance with Section
01781
01781
01781 OPERATION AND MAINTENANCE DATA.
SD-11 Closeout Submittals
As-built drawings of each system[; G][; G, [_____]]
1.6 QUALITY ASSURANCE
1.6.1 Qualifications of Installer
Prior to installation, submit data showing that Contractor has successfully installed systems of the same type
and design as specified herein, or that Contractor has a firm contractual agreement with a subcontractor having
such required experience. 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.
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.
1.7 WARRANTY
1.7.1 Year 2000 (Y2K) Compliance Warranty
For each product, component and system specified in this section as a "computer controlled facility component",
provide a statement of Y2K compliance warranty for the specific equipment. The contractor warrants that each
hardware, software, and firmware product delivered under this contract and listed below shall be able to accurately
process date and time data (including, but not limited to, calculating, comparing, and sequencing) from, into,
and between the twentieth and twenty-first centuries, and the years 1999 and 2000 and leap year calculations
to the extent that other computer controlled component, used in combination with the computer controlled component
being acquired, properly exchanges date and time data with it. If the contract requires that specific listed
products must perform as a system in accordance with the foregoing warranty, then that warranty shall apply to
those listed products as a system. The duration of this warranty and the remedies available to the Government
for breach of this warranty shall be as defined in, and subject to, the terms and limitations of the contractor's
standard commercial warranty or warranties contained in this contract, provided that, notwithstanding any provision
to the contrary, in such commercial warranty or warranties, the remedies available to the Government under this
warranty shall include repair or replacement of any listed product whose non-compliance is discovered and made
known to the contractor in writing within one year (365 days) after acceptance. Nothing in this warranty shall
be construed to limit any rights or remedies the Government may otherwise have under this contract, with respect
to defects other than Year 2000 performance.
PART 2 PRODUCTS
2.1 Y2K COMPATIBILITY
NOTE: To ensure that buildings' systems continue to function beyond Year 2000,
the following paragraph must be included when this section is part of a construction
contract. For more information on Y2K, see these web sites on the Internet:
http://www.doncio.navy.mil/y2k/year2000.htm, the Year 2000 homepage of the Department
of the Navy Chief Information Officer (DONCIO); http://www.itpolicy.gsa.gov/mks/yr2000/legal.htm,
the General Services Administration (GSA) Chief Information Officer (CIO) homepage
for Y2K procurement, contracting and legal issues; http://y2k.1mi.org/gsa/y2kproducts,
contains information on vendor product compliance.
Provide computer controlled facility components, specified in this section, that are Year 2000 compliant (Y2K).
Computer controlled facility components refers to software driven technology and embedded microchip technology.
This includes, but is not limited to, telecommunications switches, programmable thermostats, HVAC controllers,
elevator controllers, utility monitoring and control systems, fire detection and suppression systems, alarms,
security systems, traffic signals, and other facilities control systems utilizing microcomputer, minicomputer,
or programmable logic controllers.
2.2 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] [and] [_____].
2.2.1 Sprinkler Piping
NFPA 13, except as modified herein. [Steel piping shall be Schedule [10] [or] [40] for pipe sizes less than
200 mm 8 inches, and may be Schedule [10] [30] [or] [40] for sizes 65 mm 2.5 inches and larger.] Fittings into
which sprinkler heads, sprinkler head riser nipples, or drop nipples are threaded 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 1.5 inches and larger. Fittings shall be UL Fire Prot Dir
listed or FM P7825 approved for use in dry 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.] Steel piping with wall thickness less than Schedule 30 shall not be threaded. Steel piping shall
be [galvanized][black steel]. [Sprinkler pipe and fittings shall be metal.]
2.2.2 Sprinkler Heads
Provide nominal 12.7 mm 0.50 inch [or 13.5 mm 0.53 inch] orifice standard [____]sprinkler heads. No o-rings
will be permitted in sprinkler heads.[For preaction systems, the release element of each head shall be of the
[ordinary] [_____] temperature rating or higher as suitable for the specific application.] [For deluge systems,
provide open heads.] Provide polished stainless steel ceiling plates or chromium-plated finish on copper alloy
ceiling plates, and chromium-plated pendent sprinklers below suspended ceilings. [Provide corrosion-resistant
sprinkler heads and sprinkler head guards as required by NFPA 13.] [Provide [_____] sprinkler heads [_____]
[as indicated].] Deflector shall not be more than 80 mm 3 inches below suspended ceilings. Ceiling plates shall
not be more than 12.7 mm 0.5 inch deep. Ceiling cups shall not be permitted. Automatic sprinklers installed
in the pendent position shall be of the dry-pendent type [except that standard pendent sprinklers may be installed
on return bends when both the sprinklers and the return bends are located in a heated area].
2.2.3 Cabinet for System
Provide a minimum [four] [_____] of each type of sprinkler head[, including a representative sample of dry pendent
type sprinklers] and sprinkler head wrench adjacent to each deluge or preaction valve. The number and types
of extra sprinkler heads shall be as specified in NFPA 13.
2.2.4 [Deluge] [Preaction] Valves
Valves shall be operated by a detection system listed for releasing service and independent of building fire
alarm system. [[Deluge] [Preaction] valve clappers shall incorporate a [mechanical] latching mechanism that
will not be affected by pressure changes in the water system.] If 150 mm 6 inch valves are used in 200 mm 8
inch risers, provide smoothly tapered connections. In addition to automatic operation, arrange each valve for
manual release at the valve. Provide pressure gages and other appurtenances at the [deluge] [preaction] valves.
Provide a test detection device for each actuation circuit adjacent to each valve which the device controls as
required by NFPA 13. [Provide remote manual releases where indicated.] [_____.]
[2.2.5 Water Motor Alarms
Provide alarms of the approved weatherproof and guarded type, to sound locally on the flow of water in each corresponding
sprinkler system. Mount alarms on the outside of the outer walls of each building at a location as directed.
Provide separate drain piping directly to exterior of building.
]2.2.6 Pressure Switch
Provide switch 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 [
13851N
13851N
13851N EXTERIOR FIRE ALARM SYSYTEM] [
13852N
13852N
13852N INTERIOR
FIRE DETECTION AND ALARM SYSTEM]. [Alarm actuating device shall have mechanical diaphragm controlled retard
device adjustable from 0 to 60 seconds and shall instantly recycle.] Do not install a shutoff valve in the piping
between the [preaction][deluge] valve and any pressure switch.
2.2.7 Pipe Hangers and Supports
Provide in accordance with NFPA 13. Attach to steel joists with MSS SP-58, Type 19 or 23 clamps and retaining
straps. Attach to Steel W or S beams with Type 21, 28, 29, or 30 clamps. Attach to steel angles and vertical
web steel channels with Type 20 clamp with beam clamp channel adapter. Attach to horizontal web steel channel
and wood with drilled hole on centerline and double nut and washer. Attach to concrete with Type 18 insert or
drilled expansion anchor.
2.2.8 Valves
NFPA 13. Provide valves of types approved for fire service. Valves shall open by counterclockwise rotation.
[Provide [a rising stem] [an OS&Y] [a wall indicator] valve beneath each deluge or preaction valve.] [Check
valves shall be [flanged] clear opening swing-check type with flanged inspection and access cover plate for sizes
[100 mm50 inches][200 mm8 inches] [_____] and larger.] [Provide OS&Y gate valve in piping to sprinklers
protecting elevator hoistways, machine rooms, and machinery spaces in accordance with ASME A17.1.]
2.2.8.1 Valve Supervision
Provide supervision of each control valve against closure and tampering in accordance with
NFPA 13. [Provide
switch with SPDT (Form C) dry contacts for the automatic transmittal of a supervisory signal over the facility
fire alarm system; minimum switch contact rating shall be 2.5 amperes at 24 VDC. A supervisory signal shall
be initiated during the first two revolutions of the hand wheel, or during the first 1/5th of travel distance
of the valve stem, from full open. Connection of the switch shall be under Section [
13852N
13852N
13852N INTERIOR FIRE DETECTION
AND ALARM SYSTEM] [
13855N
13855N
13855N ANALOG / ADDRESSABLE INTERIOR FIRE ALARM SYSTEM]]. [Provide breakaway key operated
locks and steel chains to secure all control valves against unauthorized closure or tampering.]
2.2.9 Backflow Preventer
Provide [reduced pressure principle] [double check] valve assembly backflow preventer with OS&Y gate valve
on both ends. 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."
2.2.10 Identification Signs
NFPA 13. Attach properly lettered and approved metal signs to each valve and alarm device. [Permanently affix
hydraulic design data nameplates to the riser of each system.]
2.2.11 Test Connections
2.2.11.1 Inspector's Test Connection for Preaction Systems
Provide test connections approximately 2 meters 6 feet above the floor for each sprinkler system or portion of
each sprinkler system equipped with an alarm device; locate at the hydraulically most remote part of each system.
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 a floor drain shall be permitted
only if the drain is sized to accomodate full flow.] Discharge to 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 [2 feet0.61 meter] [_____] above finished grade.]
[2.2.11.2 Backflow Preventer Test Connection
Provide downstream of the backflow prevention assembly listed hose valves with 65 mm 2.5 inch National Standard
male hose threads with cap and chain. Provide one valve for each 250 gpm 16 L/s of system demand or fraction
thereof. Provide a permanent sign in accordance with paragraph entitled "Identification Signs" which reads,
"Test Valve."
]2.2.12 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. Provide precast concrete splash block under each exterior drain discharge.
[The penetration of the exterior wall shall be no greater than [0.61 meters2 feet] [_____] above finished grade.]
[Main drain shall also serve as the backflow preventer test connection. Site main drain pipe and valve to support
flow at system demand.]
2.2.13 Fire Department Connections
Provide [[4] [_____] inch[100] [_____] mm single [Storz] [_____] type] connections approximately one meter 3
feet above finish grade, of the approved two-way type with 65 mm 2.5 inch National Standard female hose threads
with plug, chain, and identifying fire department connection escutcheon plate.
2.2.14 Tank Mounted Air Compressor
NOTE: Air pressure is required for supervision of pneumatic tubing or piping
for pneumatically- operated deluge or preaction sprinkler systems and for sprinkler
piping of preaction systems.
Provide an approved, automatic type, electric motor-driven air compressor including pressure switch, air piping,
and [_____] [38 liter] [10 gallon] minimum capacity tank. Compressor shall have a minimum capacity capable of
charging the complete sprinkler system to normal system air pressure within 30 minutes and within 15 minutes
for the pneumatic detection system. Provide an approved automatic air maintenance device for each system.
2.3 BURIED WATER PIPING SYSTEMS
NOTE: Minimum depth of cover shall comply with NFPA 24.
2.3.1 Pipe and Fittings
NOTE: Last bracketed sentence for Section 02510, refer to Short Form Section
02510, "Exterior Water Distribution System (Minor Construction)."
Provide outside-coated, cement-mortar lined, ductile-iron pipe, and fittings conforming to
NFPA 24 for piping
under the building and outside of building walls. Anchor joints in accordance with
NFPA 24. Provide concrete
thrust block at the elbow where the pipe turns up toward the floor, and restrain the pipe riser with steel rods
from the elbow to the flange above the floor. Minimum pipe size shall be
150 mm 6 inches. Minimum depth of
cover shall be [_____]
[one meter] [3 feet] at finish grade. [Piping beyond
1.50 meters 5 feet outside of building
walls shall be provided under Section
02510
02510
02510 EXTERIOR WATER DISTRIBUTION SYSTEM MINOR CONSTRUCTION.]
2.3.2 Valves
Provide as required by NFPA 24. Gate valves shall conform to UL 262 and shall open by counterclockwise rotation.
2.3.3 Post Indicator Valves
Provide with operating nut located about one meter 3 feet above finish grade. Gate valves for use with indicator
post shall conform to UL 262. Indicator posts shall conform to UL 789. Provide each indicator post with one
coat of primer and two coats of red enamel paint.
2.3.4 Valve Boxes
Except where indicator posts are provided, for each buried valve, provide cast-iron, ductile-iron, or plastic
valve box of a suitable size. Plastic boxes shall be constructed of acrylonitrile butadiene styrene (ABS) or
inorganic fiber-reinforced black polyolefin. Provide cast-iron, ductile-iron, or plastic cover for valve box
with the word "WATER" cast on the cover. The minimum box shaft diameter shall be 133 mm 5.25 inches. Coat cast-iron
and ductile-iron boxes with bituminous paint applied to a minimum dry-film thickness of 0.254 mm 10 mils.
2.3.5 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 3 inches minimum width, color coded for the utility involved with warning and identification
imprinted in bold black letters continuously and repeatedly over 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.
2.4 PIPE SLEEVES
Provide where piping passes entirely through walls, floors, and roofs. Secure sleeves in position and location
during construction. Provide sleeves of sufficient length to pass through entire thickness of walls, floors,
and roofs. Provide 25 mm 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.
a. 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.
b. Sleeves in Other Than Masonry and Concrete Walls, Floors, and Roofs: Provide 26 gage galvanized
steel sheet.
2.5 ESCUTCHEON PLATES
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.
2.6 DETECTION DEVICES
Provide [electric] [heat detectors] [and] [smoke detectors]. Connecting piping, tubing, devices, and wiring
shall be supervised so that an audible and visual trouble signal is operated when there is a fault in the system.
Provide tubing and wiring in protective [material] [metal] conduit or tubing. Detectors located in areas subject
to moisture or exterior atmospheric conditions shall be types approved for such locations. Removal of any detector
from the system shall result in the actuation of a trouble signal. Furnish not less than two spare detectors
of each type for each system.
2.6.1 Spot Heat Detectors
NOTE: Provide rate compensated type for buildings such as aircraft hangars
where opening of doors in cold weather could actuate the system. Do not use
hydraulic actuation system in hangar bays and unheated areas in regions subject
to freezing.
Provide detectors for [surface] [flush] outlet box mounting. Support detectors independently of conduit, tubing,
or wiring connections. Detectors shall be completely metal enclosed and shall be [combination fixed temperature
and rate-of-rise] [fixed temperature and rate compensated] [infrared] [ultraviolet] [_____] type. Contacts shall
be self-resetting after [response to rate-of-rise] actuation. [Operation under fixed temperature actuation shall
result in an indication which may be noted by external visual inspection of the detector, or the detector may
be the self-resetting type.] Space detectors in accordance with NFPA 72, except provide at least two detectors
in areas exceeding 55 sq meters 600 sq feet. Provide fixed temperature type detectors in areas subject to abnormal
temperature changes, such as showers and boiler rooms. Reduce heat detector spacing in areas with ceiling heights
greater than 10 feet 3 meters in accordance with NFPA 72. For ceiling heights greater than 30 feet 9 meters,
space detectors based on an assumed height of 30 feet 9 meters. [Furnish a portable electric device suitable
for testing the detectors.]
2.6.2 Smoke Detectors
Provide for detection of abnormal smoke densities by the [ionization] [or] [photoelectric] principle. Provide
control and power panels required for operation of the detector either as individual detectors or detectors integral
with the main control panel. Provide detectors and associated panels which are compatible with main control
panel being provided and suitable for use in a supervised circuit. Malfunction of the electrical circuitry to
the detector or detector control or power panels shall actuate the system trouble devices. Each detector shall
contain a visible indicator lamp that shall indicate when the detector is activated. Each detector shall be
the plug-in type with screw terminals in the detector base for wiring connections. Detector spacing and location
shall be in accordance with manufacturer's recommendations and the requirements of NFPA 72; however, spacing
shall not exceed 9 by 9 meters 30 by 30 feet per detector, and 9 linear meter 30 lineal feet per detector along
corridors. Do not locate detectors within 1.50 meters 5 feet of air supply diffusers and registers, or within<MET
12 inches of lighting fixtures. [Provide remote indicator lamp for each detector located above suspended ceilings,
beneath raised floors, or otherwise concealed from view.] Mount detectors located beneath raised floors face
downward, with the base within 50 mm 2 inches of the underside of the raised floor. Where the space under the
raised floor is less than 305 mm 12 inches in height, mount detectors with the base either horizontal or vertical,
with the detection chamber located in the upper half of the underfloor space. Do not mount detectors facing
upward.
a. Ionization Detectors: Provide multiple chamber type which are responsive to both invisible
and visible particles of combustion. Detector operation shall not be affected by changes in
relative humidity.
b. Photoelectric Detectors: Provide detectors which operate on a multiple cell concept using
a light-emitting diode (LED) light source. Failure of the LED shall not cause an alarm condition
but shall operate the detector indicating lamp.
2.6.3 Control Panel
NOTE: Use for electrically operated systems.
Provide a [modular type] control panel for electrically operated detection and extinguishing systems for each
[deluge] [preaction] valve; install in a surface-mounted steel cabinet with hinged doors [and cylinder lock].
Control panels shall be a neat, compact, factory-wired assembly containing components and equipment necessary
to perform specified operating and supervisory functions of the system. Provide a control panel with an isolation
switch that shall, when activated, allow testing of the system without activating the [preaction] [deluge] valve.
House batteries in a lockable steel cabinet. Finish interior and exterior of cabinet with enamel paint; attach
prominent rigid plastic or metal identification plates. Provide trouble lights on cabinet door, and provide
trouble alarm above cabinet top. Provide 120 volts ac service, transformed through a two-winding isolation
type transformer and rectified to low-voltage dc for operation of all system actuating, signal sounding, trouble
signal, and fire alarm tripping circuits. [Control panel shall be UL Fire Prot Dir listed or FM P7825 approved
as an extinguishing system releasing panel and shall be separate from the building's fire alarm control panel.]
2.6.4 Secondary Power Supply
Provide nickel cadmium, lead calcium, or sealed lead acid rechargeable storage batteries and battery charger.
Dry cell batteries will not be permitted.
a. Storage Batteries: Provide rechargeable lead calcium or sealed lead acid type with sufficient
ampere-hour rating to operate the system under supervisory [and trouble] conditions [, including
audible trouble signal devices] for [60] [_____] hours and audible [and visual] signal devices
under alarm conditions for an additional [10] [_____] minutes and as required per the equipment
listing. Separate cells to prevent contact between terminals of adjacent cells and between
battery terminals and other metal parts.
b. Battery Charger: Provide solid state automatic two rate type, capable of recharging completely
discharged batteries to fully charged condition in 24 hours or less. Locate charger within
the control panel or within the battery cabinet.
2.6.5 Wiring
Provide solid copper [______] wiring in accordance with NFPA 70. Obtain ac primary power for control panel,
battery charger[, and air compressor] from the line side of the incoming building power source ahead of all building
services [at the location indicated]. Provide independent, properly fused safety switches, with provisions for
locking the covers and operating handles in the POWER ON position for such connections; locate switches adjacent
to main distribution panel. Paint the switch boxes red and identify by a permanent lettered designation. Wiring
and devices exposed to the water deluge shall be weatherproof type. Wiring and devices in hazardous atmosphere
shall be explosion-proof type. [Wire for 120-volt circuits shall be No. 12 AWG minimum.] Wire for low-voltage
dc circuits shall be No. [14] [16] AWG minimum. Provide wiring in rigid metal conduit, intermediate metal conduit,
or electrical metallic tubing. Identify circuit conductors within each enclosure where a tap, splice, or termination
is made. Identify conductor by plastic coated, self-sticking printed markers or by heat-shrink type sleeves.
Attach and secure markers to prevent accidental detachment. Properly identify control circuit terminations.
2.6.6 Supervision
[Preaction sprinkler piping] [and] [pneumatic detection system] and [deluge] [preaction] valve electric releases
shall be supervised. A break in the piping or tubing systems resulting in loss of pneumatic pressure shall activate
trouble alarm. Provide a silencing switch which transfers trouble signals to an indicating lamp; arrange so
that correction of the trouble condition will automatically transfer the trouble signal from the indicating lamp
back to the trouble alarm until the switch is restored to normal position.
Supervisory air pressure shall not
exceed 10 psig.2.6.7 Manual Remote Release Stations
Stations shall be [surface] [semiflush]-mounted. Stations shall not be subject to operation by jarring or vibration.
Break-glass-front stations will not be permitted; however, a pull-lever, break-glass-rod type is acceptable.
Station color shall be yellow [_____]. Display operating instructions on face of station in engraved or raised
letters of contrasting color. Provide permanent metal or engraved plastic signs mounted above or beside each
station, indicating which system that station controls. Lettering shall be a minimum of 38 mm 1.5 inches high.
Station shall provide positive indication of operation. Restoration of station shall be accomplished only by
means of a key or special tool.
2.7 ALARMS
[2.7.1 Water Motor Alarms
Provide alarms of the approved weatherproof and guarded type, to sound locally on the flow of water in each corresponding
sprinkler system. Mount alarms on the outside of the outer walls of each building, at a location as [directed]
[indicated].
]2.7.2 Local Alarm
NOTE: Delete if a building fire alarm system is provided.
Provide electric alarm [horn] [bell] to sound locally on operation of any detection system, regardless of water
flow. The current for these alarms may be taken from the normal building service provided the connection is
made ahead of the other services.
2.7.3 Fire Alarm
Provide equipment for the automatic transmittal of an alarm over the [facility] [building] fire alarm system
and arrange to actuate by detection system [and by the flow of water in each sprinkler system]. [Provide supervision
of detection and actuation circuits.]
PART 3 EXECUTION
3.1 INSTALLATION
Installation, workmanship, fabrication, assembly, erection, examination, inspection, and testing shall be in
accordance with NFPA 13, except as modified herein. Install piping straight and true to bear evenly on hangers
and supports. Do not hang piping from plaster ceilings. Keep the interior and ends of new piping and existing
piping affected by Contractor's operations thoroughly cleaned of water and foreign matter. Keep piping systems
clean during installation by means of plugs or other approved methods. When work is not in progress, securely
close open ends of piping to prevent entry of water and foreign matter. Inspect piping before placing into position.
Provide Teflon pipe thread paste on male threads.
3.1.1 Electrical Work
Provide electrical work associated with this section under Section
16402
16402
16402 INTERIOR DISTRIBUTION SYSTEM, except
for control [and fire alarm] wiring. [Provide fire alarm system under Section
13852N
13852N
13852N INTERIOR FIRE ALARM SYSTEM.]
Provide control [and fire alarm] wiring[, including connections to fire alarm systems,] under this section in
accordance with
NFPA 72. Provide wiring in rigid metal conduit or intermediate metal conduit, except electrical
metallic tubing conduit may be used in dry locations not enclosed in concrete or where not subject to mechanical
damage.
3.1.2 Disinfection
Disinfect the new water piping and existing water piping affected by Contractor's operations up to the [bottom
flange of the [preaction] [deluge] valve] [backflow prevention device]in accordance with AWWA C651. Fill piping
systems with solution containing minimum of 50 milligram per kilogram (mg/kg) parts per million (ppm) of available
chlorine and allow solution to stand for minimum of 24 hours. Flush solution from the systems with domestic
water until maximum residual chlorine content is within the range of 0.2 to 0.5 mg/kg ppm, or the residual chlorine
content of domestic water supply. Obtain at least two consecutive satisfactory bacteriological samples from
new water piping, analyze by a certified laboratory, and submit results prior to the new water piping being place
into service. Disinfection of systems supplied by nonpotable water is not required.
3.1.3 Connections to Existing Water Supply Systems
Use tapping or drilling machine valve and mechanical joint type sleeves for connections to be made under pressure.
Bolt sleeves around the main piping; bolt valve to the branch connection. Open valve, attach drilling machine,
make tap, close valve, and remove drilling machine, all without interruption of service. Notify the Contracting
Officer in writing at least [_____] [15] days prior to connection date; receive approval before any service is
interrupted. Furnish materials required to make connections into existing water supply systems, and perform
excavating, backfilling, and other incidental labor as required. [Furnish] [Government will furnish only] the
labor and the tapping or drilling machine for making the actual connections to existing systems.
3.1.4 Buried Piping System
Bury tape with the printed side up at a depth of 305 mm 12 inches below the top surface of earth or the top surface
of the subgrade under pavements. Photograph piping prior to burying, covering, or concealing.
3.2 FIELD QUALITY CONTROL
Perform test to determine compliance with the specified requirements in the presence of the Contracting Officer.
Test, inspect, and approve piping before covering or concealing.
3.2.1 Preliminary Tests
Hydrostatically test each system at 345 kPa (gage) 50 psig above normal system static pressure or 1379 kpa (gage)
200 psig, whichever is greater, for a 2 hour period with no leakage or reduction in pressure. Flush piping with
potable water in accordance with NFPA 13. Piping above suspended ceilings shall be tested, inspected, and approved
before installation of ceilings. Test the alarms and other devices. Test the water flow alarms by flowing water
through the inspector's test connection. The water shall be delivered to the system test connection in not more
than 60 seconds, starting at the normal air pressure on the system and at the time of fully opened inspection
test connection. When tests have been completed and corrections made, submit a signed and dated certificate,
similar to that specified in NFPA 13.
3.2.2 Formal Tests and Inspections
Do not submit a request for formal test and inspection until the preliminary test and corrections are completed
and approved. Submit a written request for formal inspection at least [_____] [15] days prior to inspection
date. An experienced technician regularly employed by the system installer shall be present during the inspection.
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, [water,] electricity, instruments, connecting devices, and personnel for the tests. [The Government
will furnish water for the tests.] The [[_____] Division] [EFA [______]], Naval Facilities Engineering Command,
Fire Protection Engineer, will witness formal tests and approve systems before they are accepted.
3.3 FIELD PAINTING
[Painting of sprinkler systems above suspended ceilings and in crawl spaces is not required.] Clean, prime,
and paint new sprinkler system piping, valves, hangers, accessories, and miscellaneous metal work as specified
[in Section
09900
09900
09900 PAINTS AND COATINGS] [and] [herein]. Clean surfaces prior to painting. Immediately after
cleaning, prime metal surfaces with
FS TT-P-664 or
SSPC Paint 25 metal primer applied to a minimum dry film thickness
of
1.5 mils 0.04 mm. Exercise care to avoid painting sprinkler heads and operating devices. Upon completion
of painting, remove materials which were used to protect sprinkler heads and operating devices which have been
inadvertently painted and provide new clean sprinkler heads and operating devices of the proper type. Finish
primed surfaces as follows:
3.3.1 Systems in Finished Areas
Finished areas are defined as areas where walls or ceilings are painted or are constructed of a prefinished material.
Paint primed surfaces with two coats of paint to match adjacent surfaces, except paint valves and operating accessories
with two coats of gloss red enamel. [Provide piping with 50 mm 2 inch wide red enamel bands spaced at maximum
6 m 20 feet intervals throughout the piping system. Bands shall be gloss red enamel or self-adhering plastic.]
3.3.2 Systems in Unfinished Areas
Paint piping in valve rooms, [and] mechanical rooms, [and] [attics][and][crawl spaces] with FS TT-E-489 gloss
red enamel applied to a minimum dry film thickness of 0.04 mm 1.5 mils.
3.4 SCHEDULE
Some metric measurements in this section are based on mathematical conversion of inch-pound measurement, and
not on metric measurement commonly agreed to by the manufacturers or other parties. The inch-pound and metric
measurements shown are as follows:
Products Inch-Pound Metric
Sprinkler Heads Orifice 0.50 inch 12.7 mm
0.53 inch 13.5 mm
Excess Pressure Pump Capacity one gpm 63 mL/s
Air Compressor Tank Capacity 10 gallons 38 liters
Identification Tape Width 3 inches 80 mm
Trouble Alarm Bell or Horn Size 4 inches 100 mm
-- End of Section --