2016_0608_Pershing_IFB_Specs_Volume_2.pdf

Pershing Barracks (Building 751) Renovation/Modernization United States Military Academy at West Point, New York 08 June 2016

ISSUE FOR BID

SPECIFICATIONS

Volume 2

RENOVATION AND MODERNIZATION OF PERSHING BARRACKS W912DS-16-B-0010

USMA West Point, New York

Section 00 01 07 Page 1 Issue for Bid June 8, 2016

SECTION 00 01 07

SEALS PAGE

ARCHITECT:

Atkins 6504 BridgePoint Parkway #200 Austin, Texas 78730

CIVIL ENGINEER: 6-8-2016

11818 Rock Landing Drive Suite 100 Newport News, Virginia 23606

STRUCTURAL ENGINEER:

Robert Silman Associates 32 Old Slip Tenth Floor New York, New York 10005

ELECTRICAL ENGINEER:

TELECOMMUNICATIONS:

SECURITY:

Vanderweil 1001 Avenue of the Americas 21st Floor New York, NY 10018

6-8-2016

MECHANICAL ENGINEER:

482 South Keller Road Orlando, Florida 32810

6-8-2016

This page intentionally left blank

Section 00 01 07 Page 2

PLUMBING ENGINEER:

FIRE PROTECTION ENGINEER:

Atkins 482 South Keller Road Orlando, Florida 32810

LANDSCAPING:

2318 Mill Road #1040 Alexandria, Virginia 22314

END OF SEALS PAGE

Project Table of Contents Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 SEALS PAGE

00 73 00.00 18 SPECIAL CONTRACT REQUIREMENTS 03/15

00 75 95 ROOF SYSTEM 20-YEAR DIAGNOSTICS/PERFORMANCE WARRANTY

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK 08/11

01 32 01.00 10 PROJECT SCHEDULE: NETWORK ANALYSIS SYSTEM (NYD) 02/15

FLOW CHART FOR HVAC TESTING, BALANCING, AND

COMMISSIONING (FIGS. 1 AND 2)

STANDARD DATA EXCHANGE FORMAT (ER-1-11)

01 33 00 SUBMITTAL PROCEDURES (NON-UFGS)

01 33 29 LEED(TM) DOCUMENTATION 05/12

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 02/12

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 08/10

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS) 07/10

01 45 04.00 18 CONTRACTOR QUALITY CONTROL 06/01

01 45 20.00 18 TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS (NYD) 08/08

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 08/09

01 52 60.00 18 CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT (NYD) 02/10

01 57 20 .00 10 ENVIRONMENTAL PROTECTION 04/06

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS 05/13

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01/07

01 78 00.00 18 CLOSEOUT SUBMITTALS (NYD) 06/12

01 78 23.00 18 OPERATION AND MAINTENANCE DATA (NYD) 07/06

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS (NON-UFGS)

01 91 00 COMMISSIONING (NON-UFGS)

DIVISION 02 – EXISTING CONDITIONS

02 04 00 SHORING AND BRACING (NON-UFGS)

02 41 00 DEMOLITION AND DECONSTRUCTION 05/10

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES 02/10

02 83 19.00 10 LEAD BASED PAINT HAZARD ABATEMENT 02/10

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE (NON UFGS)

DIVISION 04 – MASONRY

04 01 00 MASONRY RESTORATION (NON-UFGS)

04 01 10 EXTERIOR REPOINTING (NON-UFGS)

04 20 00 INTERIOR MASONRY 02/11

DIVISION 05 – METALS

05 05 23 WELDING, STRUCTURAL 11/08

Project Table of Contents Page 2

05 12 00 STRUCTURAL STEEL FRAMING (NON-UFGS)

05 21 00 STEEL JOISTS (NON-UFGS)

05 30 00 STEEL DECKING (NON-UFGS)

05 40 00 COLD FORMED METAL FRAMING 05/10

05 50 13 MISCELLANEOUS METAL FABRICATIONS 05/10

05 51 00 METAL STAIRS 02/12

05 51 33 METAL LADDERS 05/10

05 72 00 DECORATIVE METAL RESTORATION (NON-UFGS)

05 73 00 INTERIOR DECORATIVE METAL RAILINGS AND GATES 11/13

DIVISION 06 – WOOD, PLASTIC, AND COMPOSITES

06 10 00 ROUGH CARPENTRY 02/12

06 20 00 FINISH CARPENTRY 02/12

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS 08/10

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING 08/11

07 13 53 ELASTOMERIC SHEET WATERPROOFING 04/06

07 21 10 SPRAYED FOAM INSULATION FOR BUILDING ENVELOPE 12/13

07 21 13 BOARD INSULATION 05/11

07 21 16 MINERAL FIBER BLANKET INSULATION 11/11

07 22 00 ROOF AND TRAFFIC DECK INSULATION 08/11

07 41 13.16 COPPER ROOF PANELS 08/09

07 42 13 METAL WALL PANELS 05/11

07 52 00 MODIFIED BITUMINOUS ROOFING MEMBRANE 05/12

07 60 00 FLASHING AND SHEET METAL 08/08

07 61 14.00 20 STEEL STANDING SEAM ROOFING 05/11

07 84 00 FIRESTOPPING 05/10

07 92 00.01 EXTERIOR JOINT SEALANTS 01/07

07 92 00.02 INTERIOR JOINT SEALANTS 01/07

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES 02/10

08 14 00 WOOD DOORS 08/11

08 14 10 WOOD DOOR RESTORATION (NON-UFGS)

08 51 13 ALUMINUM WINDOWS 05/11

08 60 45 SKYLIGHTS AND TRANSLUCENT PANELS 02/12

08 71 00 DOOR HARDWARE 08/08

08 81 00 GLAZING 08/11

DIVISION 09 – FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD 02/10

09 22 36 LATH 01/08

09 23 00 GYPSUM PLASTERING 08/10

09 24 23 STUCCO 05/09

09 29 00 GYPSUM BOARD 05/11

09 30 00 CERAMIC TILE 08/10

09 30 10 CERAMIC TILE RESTORATION (NON-UFGS)

Project Table of Contents Page 3

09 51 00 ACOUSTICAL CEILINGS 08/10

09 62 38 STATIC CONTROL FLOORING 11/12

09 64 00 WOOD FLOORING RESTORATION (NON-UFGS)

09 65 00 RESILIENT FLOORING 08/10

09 66 23 RESINOUS TERRAZZO FLOORING 08/10

09 68 00 CARPET 05/10

09 90 00 PAINTS AND COATINGS 05/11

09 97 30 PAINTING HISTORIC METAL SURFACES (NON-UFGS)

DIVISION 10 – SPECIALTIES

10 14 00.00 20 INTERIOR SIGNAGE 11/12

10 21 13 TOILET COMPARTMENTS AND SOLID PHENOLIC CASEWORK 01/07

10 26 13 CORNER GUARDS 08/10

10 28 13 TOILET ACCESSORIES 07/06

10 44 16 FIRE EXTINGUISHERS 05/12

10 51 13 METAL LOCKERS AND CABINETS 05/11

10 56 13 STEEL SHELVING 04/06

10 74 13 EXTERIOR CLOCK RESTORATION (NON-UFGS)

DIVISION 11 – EQUIPMENT

11 31 13 ELECTRIC REFRIGERATOR 08/08

DIVISION 12 – FURNISHINGS

12 21 00 WINDOW BLINDS 08/10

12 93 00 SITE FURNISHINGS 02/09

DIVISION 14 – CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS 02/09

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION 05/09

21 30 00 FIRE PUMPS 04/08

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE 11/11

22 05 83.63 CURED-IN-PLACE PIPE (CIPP) LINING 11/13

22 07 19 PLUMBING PIPING INSULATION 08/13

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS 08/10

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS 08/10

23 05 15 COMMON PIPING FOR HVAC 02/09

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT 02/11

Project Table of Contents Page 4

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 08/09

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS 02/13

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS 01/08

23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS 05/11

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM 04/06

23 22 13.35 40 STEAM TRAPS 02/11

23 22 23.00 40 STEAM CONDENSATE PUMPS 02/11

23 22 25.00 40 STEAM VALVES 02/11

23 23 00 REFRIGERANT PIPING 10/07

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS 11/08

23 31 13.00 40 METAL DUCTS 11/12

23 34 23.00 40 HVAC POWER VENTILATORS 02/11

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS 05/10

23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND

STEAM HEAT EXCHANGERS 01/08

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING

SYSTEMS 08/09

23 70 03.00 10 HEATING AND UTILITIES SYSTEMS, CENTRAL STEAM 01/08

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT 04/08

23 82 19.00 40 FAN COIL UNITS 02/11

DIVISION 26 - ELECTRICAL

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

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL 08/13

26 05 13.00 40 MEDIUM-VOLTAGE CABLES 08/10

26 05 19.00 10 INSULATED WIRE AND CABLE 11/08

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES 05/11

26 08 00 APPARATUS INSPECTION AND TESTING 08/08

26 09 13 POWER MONITORING SYSTEM 11/08

26 09 23.00 40 LIGHTING CONTROL DEVICES 08/13

26 11 16 SECONDARY UNIT SUBSTATIONS 02/10

26 12 19.00 40 PAD-MOUNTED, LIQUID-FILLED MEDIUM-VOLTAGE

TRANSFORMERS 02/11

26 20 00 INTERIOR DISTRIBUTION SYSTEM 08/08

26 22 00.00 10 480-VOLT STATION SERVICE SWITCHGEAR AND TRANSFORMERS 10/07

26 23 00 SWITCHBOARDS AND SWITCHGEAR 02/11

26 24 16.00 40 PANELBOARDS 08/10

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION 10/07

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS 04/06

26 51 00 INTERIOR LIGHTING 07/07

26 56 00 EXTERIOR LIGHTING 05/13

26 56 10 HISTORIC EXTERIOR LIGHTING RESTORATION (NON-UFGS)

DIVISION 27 – COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM 04/06

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS 08/11

27 10 00 TELECOMMUNICATIONS CABLING SYSTEM 08/11

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING 11/08

Project Table of Contents Page 5

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 16 01.00 10 SMALL INTRUSION DETECTION SYSTEM 11/08

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM 10/07

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM 08/11

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK 08/08

31 48 00 UNDERPINNING (NON-UFGS)

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS 08/08

32 10 00 BITUMINOUS CONCRETE PAVEMENT 08/08

32 11 10 RAPID DRAINAGE MATERIAL 08/08

32 11 16.16 STRUCTURAL SOIL BASE COURSE FOR RIGID PAVING 11/11

32 16 13 CONCRETE SIDEWALKS AND CURBS 04/08

32 17 24.00 10 PAVEMENT MARKINGS 04/08

32 84 24 IRRIGATION SPRINKLER SYSTEMS 08/11

32 92 23 SODDING 04/06

32 93 00 EXTERIOR PLANTS 02/10

DIVISION 33 – UTILITIES

33 11 00 WATER DISTRIBUTION 02/11

33 40 00 STORM DRAINAGE UTILITIES 02/10

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION 02/15

APPENDIX

GEOTECHNICAL EVALUATION

--End of Section --

USMA, West Point, New York

SECTION 21 13 13.00 10

WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

05/09

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

ASSE 1015 (2009) Performance Requirements for Double Check Backflow Prevention Assemblies and Double Check Fire Protection Backflow Prevention Assemblies - (ANSI approved 2010)

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C104/A21.4 (2008; Errata 2010) Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water

AWWA C110/A21.10 (2008) Ductile-Iron and Gray-Iron Fittings for Water

AWWA C111/A21.11 (2007) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

AWWA C151/A21.51 (2009) Ductile-Iron Pipe, Centrifugally Cast, for Water

ASME INTERNATIONAL (ASME)

ASME B16.1 (2010) Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125, and 250

ASME B16.11 (2011) Forged Fittings, Socket-Welding and Threaded

ASME B16.18 (2012) Cast Copper Alloy Solder Joint Pressure Fittings

ASME B16.21 (2011) Nonmetallic Flat Gaskets for Pipe Flanges

ASME B16.22 (2001; R 2010) Standard for Wrought Copper and Copper Alloy Solder Joint Pressure Fittings

Section 21 13 13.00 10 Page 1

ASME B16.3 (2011) Malleable Iron Threaded Fittings, Classes 150 and 300

ASME B16.4 (2011) Standard for Gray Iron Threaded Fittings; Classes 125 and 250

ASME B18.2.2 (2010) Standard for Square and Hex Nuts

ASTM INTERNATIONAL (ASTM)

ASTM A135/A135M (2009) Standard Specification for Electric-Resistance-Welded Steel Pipe

ASTM A183 (2003; R 2009) Standard Specification for Carbon Steel Track Bolts and Nuts

ASTM A449 (2010) Standard Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use

ASTM A47/A47M (1999; R 2009) Standard Specification for Ferritic Malleable Iron Castings

ASTM A53/A53M (2010) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A536 (1984; R 2009) Standard Specification for Ductile Iron Castings

ASTM A563 (2007a) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A795/A795M (2008) Standard Specification for Black and Hot-Dipped Zinc-Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use

ASTM B62 (2009) Standard Specification for Composition Bronze or Ounce Metal Castings

ASTM B75 (2002; R 2010) Standard Specification for Seamless Copper Tube

ASTM F436 (2011) Hardened Steel Washers

ASTM F436M (2011) Hardened Steel Washers (Metric)

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide

Section 21 13 13.00 10 Page 2 http://www.approvalguide.com/

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-71 (2011) Gray Iron Swing Check Valves, Flanged and Threaded Ends

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2012; Amendment 1 2012) Life Safety Code

NFPA 13 (2010; Errata 10-1; TIA 10-1; TIA 11-2) Standard for the Installation of Sprinkler Systems

NFPA 1963 (2009; Errata 09-1) Standard for Fire Hose Connections

NFPA 24 (2010) Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES

(NICET)

NICET 1014-7 (2003) Program Detail Manual for Certification in the Field of Fire Protection Engineering Technology (Field Code 003) Subfield of Automatic Sprinkler System Layout

UNDERWRITERS LABORATORIES (UL)

UL 668 (2004; Reprint Aug 2008) Hose Valves for Fire-Protection Service

UL Bld Mat Dir (2011) Building Materials Directory

UL Fire Prot Dir (2011) Fire Protection Equipment Directory

1.2 SYSTEM DESCRIPTION

Furnish piping offsets, fittings, and any other accessories as required to provide a complete installation and to eliminate interference with other construction. Install sprinkler system over and under ducts, piping and platforms when such equipment can negatively effect or disrupt the sprinkler discharge pattern and coverage. Provide wet pipe sprinkler system in all areas of the building .Provide a dry pipe system in the sally port area. Except as modified herein, the system shall be designed and installed in accordance with NFPA 13. Provide standpipes in stairwells per NFPA 14. Pipe sizes which are not indicated on drawings shall be determined by hydraulic calculation. Design any portions of the sprinkler system that are not indicated on the drawings including locating sprinklers, piping and equipment, and size piping and equipment when this information is not

Section 21 13 13.00 10 Page 3 indicated on the drawings or is not specified herein. The design of the sprinkler system shall be based on hydraulic calculations, and the other provisions specified herein.

1.2.1 Hydraulic Design

Hydraulically design the system as scheduled on the drawings. Hydraulic calculations shall be in accordance with the Area/Density Method of NFPA 13 except where indicated.

1.2.1.1 Hose Demand

Add an allowance for exterior and interior hose streams as scheduled on the drawings. An allowance for interior hose stations of 100 gpm shall also be added to the sprinkler system demand.

1.2.1.2 Basis for Calculations

The design of the system shall be based upon a recent flow test performed by the sprinkler contractor. Coordinate the flow test with DPW. Water supply shall be presumed available at the point of connection to existing.

Hydraulic calculations shall be based upon the Hazen-Williams formula with a "C" value of 120 for wet steel piping systems, and 100 for existing underground piping and dry pipe systems. Hydraulic calculations shall be based on operation of the fire pump provided in Section 21 30 00 FIRE PUMPS

1.2.1.3 Hydraulic Calculations

Submit hydraulic calculations, including a drawing showing hydraulic reference points and pipe segments and as outlined in NFPA 13, except that calculations shall be performed by computer using software intended specifically for fire protection system design using the design data shown on the drawings. Software that uses k-factors for typical branch lines is not acceptable. Calculations shall be based on the water supply data shown on the drawings to substantiate that the design area used in the calculations is the most demanding hydraulically. Water supply curves and system requirements shall be included with the calculations. Provide a summary sheet listing sprinklers in the design area and their respective hydraulic reference points, elevations, actual discharge pressures and actual flows. Elevations of hydraulic reference points (nodes) shall be indicated. Documentation shall identify each pipe individually and the nodes connected thereto. Indicate the diameter, length, flow, velocity, friction loss, number and type fittings, total friction loss in the pipe, equivalent pipe length and Hazen-Williams coefficient for each pipe. For gridded systems, calculations shall show peaking of demand area friction loss to verify that the hydraulically most demanding area is being used.

Also for gridded systems, a flow diagram indicating the quantity and direction of flows shall be included.

1.2.2 Sprinkler Coverage

Sprinklers shall be uniformly spaced on branch lines. In buildings protected by automatic sprinklers, sprinklers shall provide coverage throughout 100 percent of the building. This includes, but is not limited to, telephone rooms, electrical equipment rooms, switchgear rooms, transformer rooms, and other electrical and mechanical spaces. Coverage per sprinkler shall be in accordance with NFPA 13, but shall not exceed 100 square feet for extra hazard occupancies, 130 square feet for ordinary hazard occupancies, and 225 square feet for light hazard occupancies.

Section 21 13 13.00 10 Page 4

Exceptions are as follows:

a. Areas protected by listed extended coverage sprinklers

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Shop Drawings; G As-Built Drawings

SD-03 Product Data

Fire Protection Related Submittals Materials and Equipment; G Spare Parts Preliminary Tests;

Final Acceptance Test; G Onsite Training Fire Protection Specialist; G Sprinkler System Installer; G

SD-05 Design Data

Hydraulic Calculations; G

SD-06 Test Reports

Preliminary Test Report;

Final Acceptance Test Report; G

SD-07 Certificates

Inspection by Fire Protection Specialist; G

SD-10 Operation and Maintenance Data

Operating and Maintenance Manuals

1.4 QUALITY ASSURANCE

Compliance with referenced NFPA standards is mandatory. This includes advisory provisions listed in the appendices of such standards, as though the word "shall" had been substituted for the word "should" wherever it appears. In the event of a conflict between specific provisions of this specification and applicable NFPA standards, this specification shall govern. Reference to "authority having jurisdiction" shall be interpreted to mean the Contracting Officer.

1.4.1 Fire Protection Specialist

Perform work specified in this section under the supervision of and certified by the Fire Protection Specialist who is an individual registered professional engineer who has passed the fire protection engineering written examination administered by the National Council of Examiners for

Section 21 13 13.00 10 Page 5

Engineering and Surveys (NCEES) or who is certified as a Level IV Technician by National Institute for Certification in Engineering Technologies (NICET) in the Automatic Sprinkler System Layout subfield of Fire Protection Engineering Technology in accordance with NICET 1014-7.

Submit the name and documentation of certification of the proposed Fire Protection Specialists, no later than 14 days after the Notice to Proceed and prior to the submittal of the sprinkler system drawings and hydraulic calculations. The Fire Protection Specialist shall prepare and submit a list of the fire protection related submittals, no later than 7 days after the approval of the Fire Protection Specialist, from the Contract Submittal Register that relate to the successful installation of the sprinkler systems(s). The submittals identified on this list shall be accompanied by a letter of approval signed and dated by the Fire Protection Specialist when submitted to the Government. The Fire Protection Specialist 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.

1.4.2 Sprinkler System Installer

Work specified in this section shall be performed by the Sprinkler System Installer who is regularly engaged in the installation of the type and complexity of system specified in the contract documents, and who has served in a similar capacity for at least three systems that have performed in the manner intended for a period of not less than 2 years. Submit the name and documentation of certification of the proposed Sprinkler System Installer, concurrent with submittal of the Fire Protection Specialist Qualifications.

1.4.3 Shop Drawings

Shop Drawings shall conform to the requirements established for working plans as prescribed in NFPA 13. Submit 3 copies of the Sprinkler System shop drawings, no later than 21 days prior to the start of sprinkler system installation. Drawings shall include plan and elevation views demonstrating that the equipment will fit the allotted spaces with clearance for installation and maintenance. Each set of drawings shall include the following:

a. Descriptive index of drawings in the submittal with drawings listed in sequence by drawing number. A legend identifying device symbols, nomenclature, and conventions used.

b. Floor plans drawn to a scale not less than 1/8" = 1'-0" which clearly show locations of sprinklers, risers, pipe hangers, seismic separation assemblies, sway bracing, inspector's test connections, drains, and other applicable details necessary to clearly describe the proposed arrangement. Each type of fitting used and the locations of bushings, reducing couplings, and welded joints shall be indicated.

c. Actual center-to-center dimensions between sprinklers on branch lines and between branch lines; from end sprinklers to adjacent walls; from walls to branch lines; from sprinkler feed mains, cross-mains and branch lines to finished floor and roof or ceiling. A detail shall show the dimension from the sprinkler and sprinkler deflector to the ceiling in finished areas.

d. Longitudinal and transverse building sections showing typical branch

Section 21 13 13.00 10 Page 6 line and cross-main pipe routing as well as elevation of each typical sprinkler above finished floor.

e. Details of each type of riser assembly; pipe hanger; and electrical devices and interconnecting wiring.

1.5 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.

1.6 EXTRA MATERIALS

Submit spare parts data for each different item of material and equipment 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.

Replacement parts for the fire protection system and equipment shall be available within a 50 mile radius of the campus. Replacement parts from the manufacturer as a sole source shall not be acceptable, multiple suppliers shall be available.

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

Provide materials and equipment which are standard products of a manufacturer regularly engaged in the manufacture of such products and that essentially duplicate items that have been in satisfactory use for at least 2 years prior to bid opening.

2.2 NAMEPLATES

All equipment shall have a nameplate that identifies the manufacturer's name, address, type or style, model or serial number, and catalog number.

2.3 REQUIREMENTS FOR FIRE PROTECTION SERVICE

Provide Materials and Equipment that have been tested by Underwriters Laboratories, Inc. and are listed in UL Fire Prot Dir or approved by Factory Mutual and listed in FM APP GUIDE. Where the terms "listed" or "approved" appear in this specification, such shall mean listed in UL Fire Prot Dir or FM APP GUIDE. Submit manufacturer's catalog data included with the Sprinkler System Drawings for all items specified herein. The data shall be highlighted to show model, size, options, etc., that are intended for consideration. Data shall be adequate to demonstrate compliance with all contract requirements. In addition, provide a complete equipment list that includes equipment description, model number and quantity.

Section 21 13 13.00 10 Page 7

2.4 UNDERGROUND PIPING COMPONENTS

2.4.1 Pipe

Piping from a point 6 inches above the floor to the point of connection to the existing water mains shall be ductile iron with a rated working pressure of 175 psi conforming to AWWA C151/A21.51, with cement mortar lining conforming to AWWA C104/A21.4. Underground Piping serving fire protection systems shall comply with Section 33 11 00 WATER DISTRIBUTION and shall be listed for fire service.

2.4.2 Fittings and Gaskets

Fittings shall be ductile iron conforming to AWWA C110/A21.10. Gaskets shall be suitable in design and size for the pipe with which such gaskets are to be used. Gaskets for ductile iron pipe joints shall conform to

AWWA C111/A21.11.

2.4.3 Gate Valve and Indicator Posts

Gate valves for underground installation shall be of the inside screw type with counter-clockwise rotation to open. Where indicating type valves are shown or required, indicating valves shall be gate valves with an approved indicator post of a length to permit the top of the post to be located 3 feet above finished grade. Gate valves and indicator posts shall be listed in UL Fire Prot Dir or FM APP GUIDE.

2.5 ABOVEGROUND PIPING COMPONENTS

Aboveground piping shall be steel .

2.5.1 Steel Piping Components

2.5.1.1 Steel Pipe

Except as modified herein, steel pipe shall be black as permitted by NFPA 13 and shall conform to applicable provisions of ASTM A795/A795M, ASTM A53/A53M, or ASTM A135/A135M. Pipe in which threads or grooves are cut or rolled formed shall be Schedule 40 and shall be listed by Underwriters' Laboratories to have a corrosion resistance ratio (CRR) of 1.0 or greater after threads or grooves are cut or rolled formed. Pipe shall be marked with the name of the manufacturer, kind of pipe, and ASTM designation.

2.5.1.2 Fittings for Non-Grooved Steel Pipe

Fittings shall be cast iron conforming to ASME B16.4, steel conforming to ASME B16.9 or ASME B16.11, or malleable iron conforming to ASME B16.3.

Galvanized fittings shall be used for piping systems or portions of piping systems utilizing galvanized piping. Fittings into which sprinklers, drop nipples or riser nipples (sprigs) are screwed shall be threaded 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 used.

2.5.1.3 Grooved Mechanical Joints and Fittings

Joints and fittings shall be designed for not less than 175 psi service and shall be the product of the same manufacturer;segmented welded fittings shall not be used. Fitting and coupling houses shall be malleable iron

Section 21 13 13.00 10 Page 8 conforming to ASTM A47/A47M, Grade 32510; ductile iron conforming to ASTM A536, Grade 65-45-12. Gasket shall be the flush type that fills the entire cavity between the fitting and the pipe. Nuts and bolts shall be heat-treated steel conforming to ASTM A183 and shall be cadmium plated or zinc electroplated.

2.5.1.4 Flanges

Flanges shall conform to NFPA 13 and ASME B16.1. Gaskets shall be non-asbestos compressed material in accordance with ASME B16.21, 1/16 inch thick, and full face or self-centering flat ring type.

2.5.1.5 Bolts, Nut, and Washers

Bolts shall be conform to ASTM A449, Type 1 and shall extend no less than three full threads beyond the nut with bolts tightened to the required torque. Nuts shall be hexagon type conforming to ASME B18.2.2 . Washers shall meet the requirements of ASTM F436. Flat circular washers shall be provided under all bolt heads and nuts.

2.5.2 Pipe Hangers

Hangers shall be listed in UL Fire Prot Dir or FM APP GUIDE and of the type suitable for the application, construction, and pipe type and sized to be supported. All hangers and hanger accessories shall be galvanized coated.

2.5.3 Valves

2.5.3.1 Control Valves

Manually operated sprinkler control valves shall be outside stem and yoke (OS&Y) gate valves or listed butterfly valves with intergral tamper switch and shall be listed in UL Bld Mat Dir or FM APP GUIDE.

2.5.3.2 Check Valve

Check valve 2 inches and larger shall be listed in UL Bld Mat Dir or FM APP GUIDE. Check valves 4 inches and larger shall be of the swing type with flanged cast iron body and flanged inspection plate, shall have a clear waterway and shall meet the requirements of MSS SP-71, for Type 3 or 4.

2.5.3.3 Hose Valve

Valve shall comply with UL 668 and shall have a minimum rating of 300 psi.

Valve shall be non-rising stem, all bronze, 90 degree angle type, with 2-1/2 inch American National Standard Fire Hose Screw Thread (NH) male outlet in accordance with NFPA 1963. Hose valve shall be provided with 2-1/2 to 1-1/2 inch reducer. Hose valves shall be equipped with lugged cap with drip drain, cap gasket and chain. Valve finish shall be polished chrome plated. Supply recessed valve cabinet where indicated on the plans.

The cabinet shall be 22 gauge steel, with white powder coated finish.

Supply cabinet with full glass door and a depth of 10 inches. Paint the cabinet to match final adjacent finishes.

2.6 ALARM CHECK VALVE AND DRY VALVE ASSEMBLY

Assembly shall include an alarm check valve or dry valve, standard trim piping, pressure gauges, bypass, retarding chamber, testing valves, main

Section 21 13 13.00 10 Page 9 drain, air compressor (as required), and other components as required for a fully operational system.

2.7 WATERFLOW ALARM

Electrically operated, exterior-mounted, waterflow alarm bell shall be provided and installed in accordance with NFPA 13. Waterflow alarm bell shall be rated 24 VDC and shall be connected to the Fire Alarm Control Panel(FACP).

2.8 ALARM INITIATING AND SUPERVISORY DEVICES

2.8.1 Sprinkler Waterflow Indicator Switch, Vane Type

Switch shall be vane type with a pipe saddle and cast aluminum housing.

The electro-mechanical device shall include a flexible, low-density polyethylene paddle conforming to the inside diameter of the fire protection pipe. The device shall sense water movements and be capable of detecting a sustained flow of 10 gpm or greater. The device shall contain a retard device adjustable from 0 to 90 seconds to reduce the possibility of false alarms caused by transient flow surges. The switch shall be tamper resistant and contain two SPDT (Form C) contacts arranged to transfer upon removal of the housing cover, and shall be equipped with a silicone rubber gasket to assure positive water seal and a dustproof cover and gasket to seal the mechanism from dirt and moisture.

2.8.2 Sprinkler Pressure (Waterflow) Alarm Switch

Pressure switch shall include a metal housing with a neoprene diaphragm, SPDT snap action switches and a 1/2 inch NPT male pipe thread. The switch shall have a maximum service pressure rating of 175 psi. There shall be two SPDT (Form C) contacts factory adjusted to operate at 4 to 8 psi. The switch shall be capable of being mounted in any position in the alarm line trim piping of the alarm check valve.

2.8.3 Valve Supervisory (Tamper) Switch

Switch shall be suitable for mounting to the type of control valve to be supervised open. The switch shall be tamper resistant and contain one set of SPDT (Form C) contacts arranged to transfer upon removal of the housing cover or closure of the valve of more than two rotations of the valve stem.

2.9 FIRE DEPARTMENT CONNECTION

Fire department connection shall be flush STORZ type with hard coated aluminum body.Supply and install a matching wall escutcheon lettered "Auto Spkr" with a chromium plated finish. The connection shall have two inlets with individual self-closing clappers, caps with drip drains and chains.

Supply with a 4 inch inlet.

2.10 SPRINKLERS

Sprinklers with internal O-rings shall not be used. Sprinklers shall be used in accordance with their listed coverage limitations. Temperature classification shall be as indicated. Sprinklers in high heat areas or in close proximity to unit heaters shall have temperature classification in accordance with NFPA 13.

Section 21 13 13.00 10 Page 10

2.10.1 Concealed Sprinkler

Concealed sprinkler shall be white polyester quick-response type and shall have a nominal 1/2 inch or 17/32 inch orifice.2.10.2 Upright Sprinkler

Upright sprinkler shall be brass quick-response typeand shall have a nominal 1/2 inch or 17/32 inch orifice.

2.10.3 Sidewall Sprinkler

Sidewall sprinkler shall have a nominal 1/2 inch orifice. Sidewall sprinkler shall have a white polyester finish. Sidewall sprinkler shall be the quick-response type.

2.10.4 Residential Sprinkler

Residential sprinkler shall be the concealed pendent type with nominal 1/2 inch orifice. Residential sprinkler shall have a white polyester finish.

2.10.5 Dry Sprinkler Assembly

Dry sprinkler assembly shall be of the pendent, sidewall, type as indicated. Assembly shall include an integral escutcheon. Maximum length shall not exceed maximum indicated in UL Fire Prot Dir. Sprinklers shall have a white enamel finish.

2.11 ACCESSORIES

2.11.1 Sprinkler Cabinet

Spare sprinklers shall be provided in accordance with NFPA 13 and shall be packed in a suitable metal or plastic cabinet. Spare sprinklers shall be representative of, and in proportion to, the number of each type and temperature rating of the sprinklers installed. At least one wrench of each type required shall be provided.

2.11.2 Pipe Escutcheon

Escutcheon shall be polished chromium-plated zinc alloy, or polished chromium-plated copper alloy. Escutcheons shall be either one-piece or split-pattern, held in place by internal spring tension or set screw.

2.11.3 Sprinkler Guard

Guard shall be a steel wire cage designed to encase the sprinkler and protect it from mechanical damage. Guards shall be provided on sprinklers located in mechanical spaces, electrical rooms, and elevator equipment rooms.

2.11.4 Identification Sign

Valve identification sign 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.

Wording of sign shall include, but not be limited to "main drain," "auxiliary drain," "inspector's test," "alarm test," "alarm line," and similar wording as required to identify operational components.

Section 21 13 13.00 10 Page 11

2.12 DOUBLE-CHECK VALVE BACKFLOW PREVENTION ASSEMBLY

Double-check backflow prevention assembly shall comply with ASSE 1015. The assembly shall have a bronze, cast-iron or stainless steel body with flanged ends. The assembly shall include pressure gauge test ports and OS&Y shutoff valves on the inlet and outlet, 2-positive-seating check valve for continuous pressure application, and four test cocks. Assemblies shall be rated for working pressure of 175 psi The maximum pressure loss shall be 6 psi at a flow rate equal to the sprinkler water demand, at the location of the assembly. A test port for a pressure gauge shall be provided both upstream and downstream of the double check backflow prevention assembly valves.Install a full size strainer upstream of the backflow preventer.

PART 3 EXECUTION

3.1 FIELD MEASUREMENTS

After becoming familiar with all details of the work, verify all dimensions in the field, and advise the Contracting Officer of any discrepancy before performing the work.

3.2 INSTALLATION REQUIREMENTS

The installation shall be in accordance with the applicable provisions of NFPA 13, NFPA 24 and publications referenced therein. Installation of in-rack sprinklers shall comply with applicable provisions of NFPA 13.

3.3 INSPECTION BY FIRE PROTECTION SPECIALIST

Prior to ceiling installation and concurrent with the Final Acceptance Test Report, certification by the Fire Protection Specialist that the sprinkler system is installed in accordance with the contract requirements, including signed approval of the Preliminary and Final Acceptance Test Reports. The Fire Protection Specialist shall: 1) inspect the sprinkler system periodically during the installation to assure that the sprinkler system is being provided and installed in accordance with the contract requirements,

2) witness the preliminary and final tests, and sign the test results, 3) after completion of the system inspections and a successful final test, certify in writing that the system has been installed in accordance with the contract requirements. Any discrepancy shall be brought to the attention of the Contracting Officer in writing, no later than three working days after the discrepancy is discovered.

3.4 ABOVEGROUND PIPING INSTALLATION

3.4.1 Piping in Exposed Areas

Install exposed piping without diminishing exit access widths, corridors or equipment access. Exposed horizontal piping, including drain piping, shall be installed to provide maximum headroom.

3.4.2 Piping in Finished Areas

In areas with suspended or dropped ceilings and in areas with concealed spaces above the ceiling, piping shall be concealed above ceilings. Piping shall be inspected, tested and approved before being concealed. Risers and similar vertical runs of piping in finished areas shall be concealed.

Section 21 13 13.00 10 Page 12

3.4.3 Pendent Sprinklers

Drop nipples to pendent sprinklers shall consist of minimum 1 inch pipe with a reducing coupling into which the sprinkler shall be threaded.

Hangers shall be provided on arm-overs to drop nipples supplying pendent sprinklers when the arm-over exceeds 12 inches for steel pipe. .

Pendent sprinklers in suspended ceilings shall be a minimum of 6 inches from ceiling grid.

3.4.4 Upright Sprinklers

Riser nipples or "sprigs" to upright sprinklers shall contain no fittings between the branch line tee and the reducing coupling at the sprinkler.

Riser nipples exceeding 30 inches in length shall be individually supported.

3.4.5 Pipe Joints

Pipe joints shall conform to NFPA 13, except as modified herein. Not more than four threads shall show after joint is made up. Welded joints will be permitted, only if welding operations are performed as required by NFPA 13 at the Contractor's fabrication shop, not at the project construction site. Flanged joints shall be provided where indicated or required by NFPA 13. Grooved pipe and fittings shall be prepared in accordance with the manufacturer's latest published specification according to pipe material, wall thickness and size. Grooved couplings, fittings and grooving tools shall be products of the same manufacturer. For copper tubing, pipe and groove dimensions shall comply with the tolerances specified by the coupling manufacturer. The diameter of grooves made in the field shall be measured using a "go/no-go" gauge, vernier or dial caliper, narrow-land micrometer, or other method specifically approved by the coupling manufacturer for the intended application. Groove width and dimension of groove from end of pipe shall be measured and recorded for each change in grooving tool setup to verify compliance with coupling manufacturer's tolerances. Grooved joints shall not be used in concealed locations, such as behind solid walls or ceilings, unless an access panel is shown on the drawings for servicing or adjusting the joint.

3.4.6 Reducers

Reductions in pipe sizes shall be made with one-piece tapered reducing fittings. The use of grooved-end or rubber-gasketed reducing couplings will not be permitted. When standard fittings of the required size are not manufactured, single bushings of the face type will be permitted. Where used, face bushings shall be installed with the outer face flush with the face of the fitting opening being reduced. Bushings shall not be used in elbow fittings, in more than one outlet of a tee, in more than two outlets of a cross, or where the reduction in size is less than 1/2 inch.

3.4.7 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 pipe sleeves are not required. Sleeves shall be Schedule 40 galvanized steel, ductile iron or cast iron pipe and shall extend through its respective wall or floor and be cut flush with each wall surface. Sleeves shall provide required clearance between the pipe and the sleeve per NFPA 13. The space between the sleeve and the pipe shall be firmly packed with mineral wool insulation. Where pipes penetrate fire walls, fire partitions, or floors, Section 21 13 13.00 10 Page 13 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.

3.4.8 Escutcheons

Escutcheons shall be provided for pipe penetration of ceilings and walls.

Escutcheons shall be securely fastened to the pipe at surfaces through which piping passes.

3.4.9 Inspector's Test Connection

Unless otherwise indicated, test connection shall consist of 1 inch pipe connected at the riser as a combination test and drain valve; a test valve located approximately 7 feet above the floor; a smooth bore brass outlet equivalent to the smallest orifice sprinkler used in the system; and a painted metal identification sign affixed to the valve with the words "Inspector's Test." The discharge orifice shall be located outside the building wall directed so as not to cause damage to adjacent construction or landscaping during full flow discharge.

3.4.10 Drains

Main drain piping shall be provided to discharge at a safe point outside the building . Auxiliary drains shall be provided as required by NFPA 13.

3.4.11 Installation of Fire Department Connection

Connection shall be mounted on the exterior wall approximately 3 feet above finished grade . The piping between the connection and the check valve shall be provided with an automatic drip in accordance with NFPA 13 and arranged to drain to the outside.

3.4.12 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. Hydraulic design data nameplates shall be permanently affixed to each sprinkler riser as specified in NFPA 13.

3.5 ELECTRICAL WORK

Except as modified herein, electric equipment and wiring shall be in accordance with Division 26 of the specifications. Alarm signal wiring connected to the building fire alarm control system shall be in accordance with Division 28 of the specifications. Wiring color code shall remain uniform throughout the system.

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. Submit proposed procedures for Preliminary Tests, no later than 14 days prior to the proposed start of the tests and proposed date and time to begin the preliminary tests. The underground and aboveground interior piping systems and attached appurtenances subjected to system working pressure shall be tested in

Section 21 13 13.00 10 Page 14 accordance with NFPA 13 and NFPA 24. Upon completion of specified tests, submit 3 copies of the completed Preliminary Test Report, no later than 7 days after the completion of the Tests. The 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 Fire Protection Specialist.

3.6.1 Underground Piping

3.6.1.1 Flushing

Underground piping shall be flushed in accordance with NFPA 24. This includes the requirement to flush the lead-in connection to the fire protection system at a flow rate not less that the calculated maximum water demand rate of the system.

3.6.1.2 Hydrostatic Testing

New underground piping shall be hydrostatically tested in accordance with NFPA 24. The allowable leakage shall be measured at the specified test pressure by pumping from a calibrated container. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints, regardless of pipe diameter.3.6.2 Aboveground Piping

3.6.2.1 Hydrostatic Testing

Aboveground piping shall be hydrostatically tested in accordance with NFPA 13 at not less than 200 psi or 50 psi in excess of maximum system operating pressure and shall maintain that pressure without loss for 2 hours. There shall be no drop in gauge pressure or visible leakage when the system is subjected to the hydrostatic test. The test pressure shall be read from a gauge located at the low elevation point of the system or portion being tested.

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. Provide all equipment and instruments necessary to conduct a complete forward flow test, including 2.5 inch diameter hoses, playpipe nozzles, calibrated pressure gauges, pitot tube gauge, plus all necessary supports to safely secure hoses and nozzles during the test. At the system demand flow, the pressure readings and pressure drop (friction) across the assembly shall be recorded. Provide a metal placard 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. The pressure drop shall be compared to the manufacturer's data.

3.6.3 Testing of Alarm Devices

Each alarm switch shall be tested by flowing water through the inspector's test connection. Each water-operated alarm devices shall be tested to verify proper operation.

3.6.4 Main Drain Flow Test

Following flushing of the underground piping, a main drain test shall be made to verify the adequacy of the water supply. Static and residual

Section 21 13 13.00 10 Page 15 pressures shall be recorded on the certificate specified in paragraph SUBMITTALS. In addition, a main drain test shall be conducted each time after a main control valve is shut and opened.

3.7 FINAL ACCEPTANCE TEST

Begin the Final Acceptance Test only when the Preliminary Test Report has been approved. Submit proposed procedures for Final Acceptance Test, no later than 14 days prior to the proposed start of the tests, and proposed date and time to begin the Test, submitted with the procedures.

Notification shall be provided at least 14 days prior to the proposed start of the test. Notification shall include a copy of the Contractor's Material & Test Certificates. The Fire Protection Specialist shall conduct the Final Acceptance Test and shall provide a complete demonstration of the operation of the system. This shall include operation of control valves and flowing of inspector's test connections to verify operation of associated waterflow alarm switches. After operation of control valves has been completed, the main drain test shall be repeated to assure that control valves are in the open position. Submit as-built shop drawings, at least 14 days after completion of the Final Tests, updated to reflect as-built conditions after all related work is completed. Drawings shall be on reproducible full-size mylar film. In addition, the representative shall have available copies of as-built drawings and certificates of tests previously conducted. The installation shall not be considered accepted until identified discrepancies have been corrected and test documentation is properly completed and received. Submit 3 copies of the completed Final Acceptance Test Report no later than 7 days after the completion of the Final Acceptance Tests. All items in the Final Acceptance Report shall be signed by the Fire Protection Specialist.as specified.

3.8 ONSITE TRAINING

The Fire Protection Specialist shall conduct a training course for operating and maintenance personnel as designated by the Contracting Officer. Submit proposed schedule, at least 14 days prior to the start of related training. 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. Submit 6 Operating and Maintenance Manuals listing step-by-step procedures required for system startup, operation, shutdown, and routine maintenance, at least 14 days prior to field training. The manuals shall include the manufacturer's name, model number, parts list, list of parts and tools that should be kept in stock by the owner for routine maintenance including the name of a local supplier, simplified wiring and controls diagrams, troubleshooting guide, and recommended service organization (including address and telephone number) for each item of equipment. Each service organization submitted shall be capable of providing 4 hour on-site response to a service call on an emergency basis. The Onsite Training shall cover all of the items contained in the approved manuals.

-- End of Section --

Section 21 13 13.00 10 Page 16

SECTION 21 30 00

FIRE PUMPS

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.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C110/A21.10 (2008) Ductile-Iron and Gray-Iron Fittings for Water

AWWA C111/A21.11 (2000) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

AWWA C151/A21.51 (2002; Errata 2002) Ductile-Iron Pipe, Centrifugally Cast, for Water

AWWA C606 (2006) Grooved and Shouldered Joints

ASME INTERNATIONAL (ASME)

ASME B16.11 (2005) Forged Fittings, Socket-Welding and Threaded

ASME B16.21 (2005) Nonmetallic Flat Gaskets for Pipe Flanges

ASME B16.3 (2006) Malleable Iron Threaded Fittings, Classes 150 and 300

ASME B16.39 (1998; R 2006) Standard for Malleable Iron…