2020-04-28 WFXO6314 P-3000 ADR Warehouse Final Design Vol 2 of 2 Spec Book.pdf

NAVFAC PACIFIC

WORK ORDER NO:

1641920

SPECIFICATIONS

(VOLUME 02 OF 02)

For

FY22 MILCON PROJECT AJJY163000

APSI-AIRFIELD DAMAGE REPAIR WAREHOUSE

At the

ANDERSEN AFB, GUAM PREPARED

BY:

777 Main Street Fort Worth, Texas 76102 USA

A/E Contract No. N62742-17-D-0003 Architectural: Shigeharu Shimada, AIA Jacobs Mechanical: Daniel Higginbottom, PE Jacobs Civil: Ed Salanatin, PE Duenas Camacho Associates Electrical: Andrew Gardner, PE Jacobs Structural: Victor Herrera, PE Jacobs Fire Protection: Rick Dible, FPE Jacobs Geotechnical: Ukrit Siriprusanan Geo-Engineering & Testing

Submitted By: Date: __28 April 2020__________ Mr. Blaine Paxton, AIA, NCARB

APPROVED BY:

Specification: _________________________________________________ Clint Hashiba, P.E.

For Commander, NAVFAC Pacific: ________________________________________________

Evan Mizue, P.E.

Date: _______________________ 08 May 2020

SEALS PAGE FOR WFXO6314

eProjects Work Order No. 1641920

FY22 MILCON PROJECT AJJY163000

APSI – AIRFIELD DAMAGE REPAIR WAREHOUSE

ANDERSEN AFB, GUAM

100% FINAL DESIGN SUBMITTAL

A/E CONTRACT No. N62742-17-D-0003

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Architect under the laws of the State of Texas.

Name: Eduardo M. Salanatin

License Number: 1123

Firm: Dueñas Camacho & Associates, Inc.

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Interior Designer under the laws of the State of Texas.

Name: Eunjin Kotkovetz, P.E.

License Number: PE907465

Firm: Myounghee Noh & Associates, L.L.C.

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Engineer under the laws of the State of Texas.

Name: Alex Bannerot

License Number: 91686

Firm:

Jacobs Engineering Group Inc.

Texas Registered Engineering Firm F-2966

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Engineer under the laws of the State of Texas.

Name: Brodie Blake Butler Heflin

License Number: 106046

OF

BRODIE B. B. HEFLIN

106046

A

Firm:

Jacobs Engineering Group Inc.

Texas Registered Engineering Form F-2966

04/28/2020

License Number:

Firm: Dueñas Ca

This document was prepared by supervision and that I am a duly under the laws of the State of Te

Name: Eunjin Kotk

License Number: PE907465

Firm: Myounghee

This document was prepared by supervision and that I am a duly

04/28/2020

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Engineer under the laws of the State of Texas.

Name: Shigeharu Shimada

License Number: 19279

Firm:

Jacobs Engineering Group Inc.

Texas Registered Engineering Form F-2966

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Fire Protection Engineer under the laws of the State of California.

Name: Joseph D. Shumake

License Number: FP1952

Firm:

Jacobs Engineering Group Inc.

Texas Registered Engineering Form F-2966

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Engineer under the laws of the State of Texas

Name: Andrew T. Gardner

License Number: 130901

Firm:

Jacobs Engineering Group Inc.

Texas Registered Engineering Form F-2966

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Engineer under the laws of the State of Texas

Name: Ukrit Siriprusanan

License Number: 360

Firm: Geo-Engineering & Testing, Inc.

04/28/2020

ANDREW T. GARDNER

OF TEXASS

TATE

ALNOI

SS

E

F O

R P

ENGIN

E

E R

NSEDECI

L 130901

04/28/2020

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Engineer under the laws of the State of Texas

Name: Nestorio C. Ignacio

License Number: 65

Firm: Geo-Engineering & Testing, Inc.

04-28-20

AJJY163000, APSI - Airfield Damage Repair Warehouse 1641920 Andersen AFB, Guam

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11 WORK RESTRICTIONS

01 20 00.00 20 11/11 PRICE AND PAYMENT PROCEDURES

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18 SUBMITTAL PROCEDURES

01 33 29 02/17 SUSTAINABILITY REPORTING

01 35 26 02/17 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11 QUALITY CONTROL

01 45 35 02/15 SPECIAL INSPECTIONS

01 50 00 05/18 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 11/15 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS

01 57 19.03 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL

CONTROLS (JRM-ESS)

01 58 00 08/19 PROJECT IDENTIFICATION

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 02/15 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 91 00.15 02/19 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10 DEMOLITION

02 61 13 02/10 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 33 04/06 REMOVAL AND DISPOSAL OF

POLYCHLORINATED BIPHENYLS (PCBs)

DI VI SI ON 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 45 33 05/16 PRECAST AND PRESTRESSED STRUCTURAL

CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 11/15 UNIT MASONRY

DI VI SI ON 05 - METALS

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/16 ROUGH CARPENTRY

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 27 36 05/17 SPRAY FOAM AIR BARRIERS

07 57 12 10/19 LIQUID APPLIED ELASTOMERIC SILICONE

WALL COATING

07 57 16 10/19 LIQUID APPLIED ELASTOMERIC ACRYLIC

ROOFING

07 60 00 05/17 FLASHING AND SHEET METAL

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 16 05/17 ALUMINUM DOORS AND FRAMES

08 33 23 08/15 OVERHEAD COILING DOORS

08 51 13 05/19 ALUMINUM WINDOWS (OPTION ITEM NO. 1)

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING (OPTION ITEM NO. 1)

08 91 00 05/11 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 90 00 05/11 PAINTS AND COATINGS (OPTION ITEM NO. 2

- Interior Painting)

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.10 08/17 EXTERIOR SIGNAGE

10 14 00.20 08/17 INTERIOR SIGNAGE

10 14 53 02/15 TRAFFIC SIGNAGE

10 71 13.13 04/06 STORM SHUTTERS (OPTION ITEM NO. 1)

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 00 05/18 SEISMIC BRACING FOR MISCELLANEOUS

EQUIPMENT

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 20 04/08 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

21 30 00 04/08 FIRE PUMPS

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 08/18 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 05 48.19 05/18 SEISMIC BRACING FOR HVAC

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

PROJECT TABLE OF CONTENTS Page 2

23 81 00.00 20 11/09 UNITARY AIR CONDITIONING EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.21 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS FIRE AND LIFE SAFETY

25 05 11.23 02 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS BUILDING CONTROL

SYSTEMS INCLUDING ELECTRICAL,

LIGHTING, AND HVAC

25 05 11.26 01 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS ADVANCED METERING

INFRASTRUCTURE (AMI)

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 13 00 11/14 HIGH-FIREPOINT FLUIDS INSULATED

PAD-MOUNTED SWITCHGEAR

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 02/11 ELECTRICITY METERING

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/16 INTERIOR LIGHTING

26 56 00 05/13 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 63.00 20 10/07 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM

SYSTEM

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 02/11 EXCAVATION AND FILL

31 32 23 08/08 FOUNDATION DRILLING AND GROUTING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19 08/08 FIELD MOLDED SEALANTS FOR SEALING

JOINTS IN RIGID PAVEMENTS

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 11/11 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16 PAVEMENT MARKINGS

32 92 19 08/17 SEEDING

PROJECT TABLE OF CONTENTS Page 3

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

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 291 (2016) Recommended Practice for Fire Flow Testing and Marking of Hydrants

NFPA 1963 (2019) Standard for Fire Hose Connections

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-01 (2016; with Change 3, 2019) Fire Protection Engineering for Facilities

UNDERWRITERS LABORATORIES (UL)

UL 262 (2004; Reprint Oct 2011) Gate Valves for Fire-Protection Service

UL 668 (2004; Reprint Jul 2016) UL Standard for Safety Hose Valves for Fire-Protection Service

UL 789 (2004; Reprint May 2017) UL Standard for Safety Indicator Posts for Fire-Protection Service

UL Fire Prot Dir (2012) Fire Protection Equipment Directory

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 1

1.2 SYSTEM DESCRIPTION

Design and provide new automatic wet pipe fire extinguishing sprinkler systems for complete fire protection coverage throughout the entire building. A minimum of two sprinkler risers will be required to supply the warehouse storage area. Sprinkler system coverage of the fire pump room shall be supplied from one of the risers.

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 and UFC 3-600-01 , 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 area. Hydraulic calculations shall assume a 8 psi 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 that permitted by NFPA 13 for the hazards indicated on the contract drawings. Uniformly space sprinklers on the branch piping.

Sprinklers shall provide coverage throughout 100 percent of the building.

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 meet the minimum design criteria indicated on the contract drawings.

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 for the hazards indicated on the contract drawings.

1.3.4 Outside Hose Allowances

Hydraulic calculations shall include a hose allowance of 250 gpm for outside hose streams for warehouse areas and 500 gpm for the fire pump room.

1.3.5 Water Supply

Contractor must perform a new fire hydrant flow test in accordance with NFPA 291 for preparation of hydraulic calculations and within 6 months of submission of hydraulic calculations. In addition, base hydraulic calculations on operation of fire pumps provided in Section 21 30 00 FIRE

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 2

PUMPS.

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.

Partial submittals and submittals not fully complying with the requirements and recommended practices of NFPA 13 and this specification section shall be returned disapproved without review. This contract stipulation is non-negotiable.

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:

SD-02 Shop Drawings

Shop Drawings

Prepare 24 by 36 inch detail working drawings of sprinklers and piping. Floor plans shall be drawn to a scale not less than 1/8" = 1'-0". 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. Shop drawings shall bear the review stamp of the Qualified Fire Protection Engineer (QFPE). Provide digital pdf format copy and three hard 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 Riser Check Valve Assembly Valves, including gate, check, and globe Waterflow Alarm Sprinklers Pipe hangers and supports Sprinkler Alarm Switches Fire department connections Mechanical couplings Backflow Prevention Assembly Seismic Bracing ; G

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

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 3 intended specifically for fire protection system design.

SD-06 Test Reports

Request to schedule Preliminary Tests

Preliminary Test Report; G

Provide digital and three hard 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 Contractor's Material and Test Certificate for Aboveground Piping. All items in the Preliminary Tests Report shall be signed by the Qualified Fire Protection Engineer.

Request to schedule Final Acceptance Test; G

SD-07 Certificates

Inspection by Qualified Fire Protection Engineer; G

Concurrent with the Final Acceptance Test Report, certification by the Qualified 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.

Qualified Fire Protection Engineer; G

The name and documentation of certification of the proposed Qualified 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 Qualified 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

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 4 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.

On-site training

1.5 QUALIFICATIONS

1.5.1 Qualified Fire Protection Engineer

A Qualified Fire Protection Engineer (QFPE) 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) and has relevant fire protection engineering experience. The QFPE must meet all requirements outlined in Section 01 45 00.00 20 QUALITY CONTROL.

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, a 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.

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

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 5 acceptable.

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, 0.125 inch thick, white with red 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 one by 2.5 inches. Lettering shall be a minimum of

0.25 inch 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 6 inches.

Piping more than 5 feet outside the building walls shall comply with Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

2.1.2 Gate Valve and Indicator Posts

Installation shall comply with NFPA 24 . 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.

2.1.3 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 5.25 inches. Coat cast-iron and ductile-iron boxes with bituminous paint applied to a minimum dry-film thickness of 10 mils.

2.1.4 Buried Utility Warning and Identification Tape

Provide detectable aluminum foil plastic backed tape or detectable

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 6 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, 3 inches 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 rigid steel. Piping 2 inch and less shall be minimum Schedule 40. Piping larger than 2 inch shall be minimum Schedule 10.

Fittings 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 1.5 inches 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 Sprinklers

Provide sprinklers with K-factors as indicated on the contract drawings..

Sprinklers with internal O-rings shall not be used. Sprinklers shall be used in accordance with their listed coverage limitations. Provide polytetraflouroethylene (PTFE) coated sprinklers for enhanced corrosion resistance. Temperature classification shall be ordinary unless indicated on contract drawings. 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 sprinkler guards as required by NFPA 13 .

Listed sprinkler guards shall be provided where sprinklers are subject to mechanical damage, can be grabbed from floor level, or are less than 7 feet above finished floor (in unfinished areas).

2.2.4 Valves

Provide valves of types approved for fire service. Valves shall open by counterclockwise rotation. Provide an OS&Y valve beneath each riser alarm check valve. Check valves shall be clear opening swing-check type with inspection and access cover plate for sizes 8 inches and larger. Each control valve shall be electrically supervised; minimum contact ratings

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 7 shall be 2.5 amps at 24 volts DC. Provide supervision against valve closure or tampering of valve. Normally open valves required by NFPA 13 to be supervised must be electrically supervised. Normally closed valves required by NFPA 13 to be supervised must be locked or sealed.

2.2.5 Pipe Supports

Provide Pipe hangers and supports and Seismic Bracing in accordance with

NFPA 13 .

2.2.6 Riser Check Valve Assembly

Assemblies shall include a riser check valve, pressure gauges, testing valves, main drain, and other components as required for a fully operational system.

2.2.7 Waterflow Alarm

Provide weatherproof exterior-mounted, waterflow horn/strobe installed in accordance with NFPA 13. Water horn/strobe shall be rated at 24 VDC and shall be connected to the fire alarm control panel (FACP) in accordance with Section 28 31 63.00 20 INTERIOR FIRE ALARM SYSTEM.

2.2.8 Fire Department Connections

Fire department connection shall be wall-mounted flush type with cast brass body, matching wall escutcheon lettered "Auto Spkr" 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 2-1/2 inch diameter American National Fire Hose Connection Screw Threads (NH) per NFPA 1963 .

2.2.9 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 63.00 20 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM. Vane type Alarm actuating devices shall have mechanical diaphragm controlled retard device adjustable from 10 to 60 seconds and shall instantly recycle.

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. Butterfly type valves shall have integral tamper switches.

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 8

2.4 ACCESSORIES

2.4.1 Sprinkler Cabinet

Provide metal cabinet with extra sprinklers and sprinkler wrench adjacent to the 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 QUALIFIED FIRE PROTECTION ENGINEER

The QFPE shall inspect the sprinkler system 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 QFPE shall attend both the preliminary and final tests, and shall sign the test results. After the preliminary testing has been completed, the QFPE, 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 Reducers

Reductions in pipe sizes shall be made with one-piece tapered reducing fittings. Bushings are prohibited.

3.3.2 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

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 9 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 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.

3.3.3 Inspector's Test Connection

Provide test connections approximately 6 feet 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 2 feet above finished grade. Discharge to the exterior must not interface with exiting from the facility. Water discharge must not cross an exit or exit discharge path. Provide insect/animal resistant screens over discharge openings.

3.3.4 Backflow Preventer Test Connection

Provide downstream of the backflow prevention assembly UL 668 hose valves with 2.5 inch National Standard male hose threads with cap and chain.

Provide one valve for each 250 gpm of system demand or fraction thereof.

Provide a permanent sign in accordance with paragraph entitled "Identification Signs" which reads, "Test Valve."

3.3.5 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 .

Water discharge must not cross an exit or exit discharge path. Provide insect/animal resistant screens over discharge openings.

3.3.6 Installation of Fire Department Connection

Connection shall be mounted as indicated on contract drawings approximately 3 feet above finished grade adjacent to and on the sprinkler system side of the backflow preventer. 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.

3.3.7 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 6 inches wide by 2 inches high with enamel baked finish on minimum 18 gauge steel or 0.024 inch 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

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 10 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 63.00 20 ANALOG/ADDRESSABLE

INTERIOR FIRE ALARM SYSTEM.

3.5 PIPE PAINTING AND COLOR CODE MARKING

Paint sprinkler piping system as specified in Section 09 90 00 PAINTS AND

COATINGS.

a. Provide labeling on the surfaces of all feed and cross mains to show pipe functions. For pipe sizes 4 inch or larger, provide red painted stenciled letters and arrows indicting direction of water flow.

Gridded or looped pipe does not require directional flow marking.

Letters must be a minimum of 2 inches in height and visible from at least two sides when viewed from the floor. For pipe sizes less than 4 inches provide red stenciled letters and arrows a minimum of 0.75 inches in height and visible from the floor. All fittings shall be painted except where they come from manufacturer already painted or treated to resist significant corrosion issues.

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.

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 . If identified on contract drawings, piping shall be first tested with air pressure to identify significant leakage.

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 2.5 inch diameter hoses, playpipe nozzles, calibrated pressure gauges, and pitot tube gauge. The Contractor shall provide all necessary supports to safely secure hoses and

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 11 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 QFPE shall attend the final inspections and tests. At this inspection, repeat any or all of the required tests as directed. Contractor shall correct all identified 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 NAVFAC Division, Naval Facilities Engineering Command, Fire Protection Engineer, or their designated representative 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 well as the fire department 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. Training shall accomodate all shifts of the base fire department and allow for rescheduling for unforseen fire department responses. The On-Site Training shall cover all of the items contained in the approved Operating and Maintenance Instructions.

-- End of Section --

Jacobs WFXO6314 SECTION 21 13 13.00 20 Page 12

SECTION 21 30 00

FIRE PUMPS

04/08

PART 1 GENERAL

1.1 SUMMARY

Except as modified in this Section or on the drawings, install fire pumps in conformance with NFPA 20 , NFPA 70 , and NFPA 72 . In the event of a conflict between specific provisions of this specification and applicable NFPA standards, this specification governs. Devices and equipment for fire protection service must be UL Fire Prot Dir listed or FM APP GUIDE approved. Interpret all reference to the authority having jurisdiction to mean the Naval Facilities Engineering Command, Fire Protection Engineer .

1.2 SEQUENCING

1.2.1 Primary Fire Pump

Primary fire pump shall automatically operate when the pressure drops to 117 psi and manually when the starter is operated. Pump shall be allowed to automatically shutdown in accordance with NFPA 20 and UFC 3-600-01 .

Pump shall automatically shut down after a running time of 30 minutes unless manually shutdown. The fire pump shall automatically stop operating when the system pressure reaches 132 psi and after the fire pump has operated for the minimum pump run time specified herein.

1.2.2 Pressure Maintenance Pump

Pressure maintenance pump shall operate when the system pressure drops to 122 psi. Pump shall automatically stop when the system pressure reaches 132 psi and after the pump has operated for the minimum pump run time specified herein.

1.3 FIRE PUMP INSTALLATION RELATED SUBMITTALS

The Quality Control Fire Protection Engineer (QCFPE) having the minimum qualification requirements of Section 01 45 00.00 20 QUALITY CONTROL, shall prepare a list of the submittals, from the Contract Submittal Register, that relate to the successful installation of the fire pump, no later than 7 days after the approval of the QCFPE and the Manufacturer's Representative. The submittals identified on this list shall be accompanied by a letter of approval signed and dated by the QCFPE when submitted to the Government.

1.4 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 10084 (2017) Standard Methods for the Examination of Water and Wastewater

Jacobs WFXO6314 SECTION 21 30 00 Page 1

AWWA B300 (2010; Addenda 2011) Hypochlorites

AWWA B301 (2010) Liquid Chlorine

AWWA C110/A21.10 (2012) Ductile-Iron and Gray-Iron Fittings for Water

AWWA C111/A21.11 (2017) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

AWWA C500 (2009) Metal-Seated Gate Valves for Water Supply Service

AWWA C606 (2015) Grooved and Shouldered Joints

ASME INTERNATIONAL (ASME)

ASME B16.5 (2017) Pipe Flanges and Flanged Fittings NPS 1/2 Through NPS 24 Metric/Inch Standard

ASME B16.9 (2018) Factory-Made Wrought Buttwelding Fittings

ASME B16.11 (2016) Forged Fittings, Socket-Welding and Threaded

ASME B16.18 (2018) Cast Copper Alloy Solder Joint Pressure Fittings

ASME B16.21 (2016) Nonmetallic Flat Gaskets for Pipe Flanges

ASME B16.22 (2013) Standard for Wrought Copper and Copper Alloy Solder Joint Pressure Fittings

ASME B16.26 (2013) Standard for Cast Copper Alloy Fittings for Flared Copper Tubes

ASME B16.39 (2014) Standard for Malleable Iron Threaded Pipe Unions; Classes 150, 250, and 300

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

ASTM INTERNATIONAL (ASTM)

ASTM A47/A47M (1999; R 2018; E 2018) Standard Specification for Ferritic Malleable Iron Castings

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A183 (2014) Standard Specification for Carbon Steel Track Bolts and Nuts

ASTM A193/A193M (2017) Standard Specification for

Jacobs WFXO6314 SECTION 21 30 00 Page 2

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

ASTM A194/A194M (2018) Standard Specification for Carbon Steel, Alloy Steel, and Stainless Steel Nuts for Bolts for High-Pressure or High-Temperature Service, or Both

ASTM A449 (2014) Standard Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use

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

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A795/A795M (2013) Standard Specification for Black and Hot-Dipped Zinc-Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use

ASTM B42 (2015a) Standard Specification for Seamless Copper Pipe, Standard Sizes

ASTM B62 (2017) Standard Specification for Composition Bronze or Ounce Metal Castings

ASTM B75/B75M (2011) Standard Specification for Seamless Copper Tube

ASTM B88 (2016) Standard Specification for Seamless Copper Water Tube

ASTM B135/B135M (2017) Standard Specification for Seamless Brass Tube

ASTM C533 (2017) Standard Specification for Calcium Silicate Block and Pipe Thermal Insulation

ASTM D2000 (2018) Standard Classification System for Rubber Products in Automotive Applications

ASTM D3308 (2012; R 2017) PStandard Specification for TFE Resin Skived Tape

ASTM F436 (2011) Hardened Steel Washers

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

Jacobs WFXO6314 SECTION 21 30 00 Page 3

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 20 (2019; Errata 1 2016; Errata 2 2018) Standard for the Installation of Stationary Pumps for Fire Protection

NFPA 24 (2019; ERTA 2016) Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NFPA 37 (2018) Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 72 (2019; TIA 19-1; ERTA 2019) National Fire Alarm and Signaling Code

NFPA 1963 (2019) Standard for Fire Hose Connections

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-01 (2016; with Change 3, 2019) Fire Protection Engineering for Facilities

UNDERWRITERS LABORATORIES (UL)

UL 142 (2006; Reprint Jul 2013) Steel Aboveground Tanks for Flammable and Combustible Liquids

UL 262 (2004; Reprint Oct 2011) Gate Valves for Fire-Protection Service

UL 448 (2017) UL Standard for Safety Centrifugal Stationary Pumps for Fire-Protection Service

UL 1247 (2007; Reprint Apr 2014) Diesel Engines for Driving Stationary Fire Pumps

UL Fire Prot Dir (2012) Fire Protection Equipment Directory

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.

Jacobs WFXO6314 SECTION 21 30 00 Page 4

The 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 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.

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:

SD-01 Preconstruction Submittals

Fire Pump Installation Related Submittals

Quality Control Fire Protection Engineer; G

No later than 14 days after the Notice to Proceed and prior to the submittal of the fire pump installation drawings

SD-02 Shop Drawings

Installation Drawings

3 copies

As-Built Drawings

Piping Layout

Pump Room

SD-03 Product Data

Catalog Data

Spare Parts

Preliminary Tests; G

At least 14 days prior to the proposed date and time to begin Preliminary Tests

Field Tests; G

At least 2 weeks before starting field tests

Manufacturer's Representative

Field Training

Navy Formal Inspection and Tests; G

SD-06 Test Reports

Preliminary Tests; G

Jacobs WFXO6314 SECTION 21 30 00 Page 5

3 copies of the completed Preliminary Tests Reports, no later that 7 days after the completion of the Preliminary Tests.

Navy Formal Inspection and Tests; G

SD-07 Certificates

Quality Control Fire Protection Engineer; G

No later than 14 days after the Notice to Proceed and prior to the submittal of the fire pump installation drawings

Qualifications of Welders

Qualifications of Installer

Preliminary Test Certification; G

Final Test Certification; G

SD-10 Operation and Maintenance Data

Operating and Maintenance Instructions

At least 14 days prior to conducting field training

Flow Meter

Submit Data Package 2 for flow meter and controllers in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA.

1.6 EXTRA MATERIALS

Submit Spare Parts data for each different item of equipment and material specified. The data shall include a complete list of parts and supplies, with current unit prices and source of supply, and a list of parts recommended by the manufacturer to be replaced after 1 year and 3 years of service. Include a list of special tools and test equipment required for maintenance and testing of the products supplied by the Contractor.

1.7 QUALITY ASSURANCE

1.7.1 Quality Control Fire Protection Engineer

Work specified in this section shall be performed under the supervision of and certified by the Quality Control Fire Protection Engineer (QCFPE).

Submit the name and documentation of certification of the proposed QCFPEs.

The QCFPE shall be an individual who is a registered professional engineer who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveying (NCEES) and has relevant fire protection engineering experience.

The QCFPE shall be regularly engaged in the design and 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.

Shop drawings shall be prepared by an individual qualified to a minimum National Institute for Certification of Engineering Technologies (NICET)

Jacobs WFXO6314 SECTION 21 30 00 Page 6

Level III certification.

1.7.2 Qualifications of Welders

Submit certificates of each welder's qualifications prior to site welding;

certifications shall not be more than one year old.

1.7.3 Qualifications of Installer

Prior to installation, submit data for approval showing that the Contractor has successfully installed fire pumps and associated equipment of the same type and design as specified herein, or that he has a firm contractual agreement with a subcontractor having such required experience.