JA-3_Final_Construction_Docs_Vol_1_Bk_2.pdf

F-35 Fuel Cell Maintenance Facility Renovation Eielson AFB, Alaska Project No.: FTQW 18-0205

Final Construction Documents – Volume 1 of 2 Book 2

For:

354th Contracting Squadron 2310 Central Avenue, Building 2258 Eielson AFB, Alaska 99702

May 21, 2018

F-35 Fuel Cell Maintenance Facility Renovation Eielson AFB, Alaska Project No.: FTQW 18-0205

Final Construction Documents – Volume 1 of 2 Book 2

Table of Contents Division 13-33 Specifications Submittal Register Hazardous Materials Report

By:

Design Alaska, Inc.

601 College Road Fairbanks, Alaska 99701

May 21, 2018

F-35 FUEL CELL MAINTENANCE FACILITY RENOVATION

FTQW 18-0205

FINAL

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 18.00 10 PREACTION AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION

21 13 20.00 20 FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

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

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.00 29 DIRECT DIGITAL CONTROL FOR HVAC, BACNET, CEPOA SPECIFIC

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 21 23 HYDRONIC PUMPS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 27 14.00 20 ELECTRICITY METERING

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 33.00 10 FIRE ALARM REPORTING SYSTEM, RADIO TYPE

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

F-35 FUEL CELL MAINTENANCE FACILITY RENOVATION

FINAL

PROJECT TABLE OF CONTENTS Page 2

DIVISION 33 - UTILITIES

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

F-35 FUEL CELL MAINTENANCE FACILITY RENOVATION FINAL

SECTION TABLE OF CONTENTS

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 13 48 00.00 10

SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

10/07

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.2.1 General Requirements

1.2.2 Mechanical Equipment

1.2.3 Contractor Designed Bracing

1.2.4 Items Not Covered By This Section

1.2.4.1 Fire Protection Systems

1.2.4.2 Items Requiring No Seismic Restraints

1.3 SUBMITTALS

PART 2 PRODUCTS

2.1 EQUIPMENT REQUIREMENTS

2.1.1 Rigidly Mounted Equipment

PART 3 EXECUTION

3.1 BRACING

3.2 PIPE SLEEVES

3.3 SWAY BRACES FOR PIPING

3.3.1 Transverse Sway Bracing

3.3.2 Longitudinal Sway Bracing

3.3.3 Vertical Runs

3.3.4 Clamps and Hangers

3.4 SWAY BRACES FOR DUCTS

3.4.1 Braced Ducts

3.4.2 Unbraced Ducts

-- End of Section Table of Contents --

SECTION 13 48 00.00 10 Page 1

SECTION 13 48 00.00 10

SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

10/07

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 INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1981 (2008) Seismic Restraint Manual Guidelines for Mechanical Systems, 3rd Edition

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013; with Change 1) Seismic Design for Buildings

1.2 SYSTEM DESCRIPTION

1.2.1 General Requirements

Apply the requirements for seismic protection measures described in this section to the mechanical equipment and systems listed below. Structural requirements shall be in accordance with Section 13 48 00 SEISMIC

PROTECTION FOR MISCELLANEOUS EQUIPMENT.

1.2.2 Mechanical Equipment

Mechanical equipment to be seismically protected shall include the following items to the extent required on the drawings or in other sections of these specifications:

Water Heaters Heat Recovery Ventilator

Pumps with Motors Ducts

Unit Heaters

1.2.3 Contractor Designed Bracing

Submit copies of the design calculations with the drawings. Calculations shall be approved, certified, stamped and signed by a registered Professional Engineer. Calculations shall verify the capability of

SECTION 13 48 00.00 10 Page 2 structural members to which bracing is attached for carrying the load from the brace. Design the bracing in accordance with UFC 3-310-04 and additional data furnished by the Contracting Officer. Resistance to lateral forces induced by earthquakes shall be accomplished without consideration of friction resulting from gravity loads. UFC 3-310-04 uses parameters for the building, not for the equipment in the building;

therefore, corresponding adjustments to the formulas shall be required.

Loadings determined using UFC 3-310-04 are based on strength design;

therefore, AISC 325 Specifications shall be used for the design. The bracing for the following mechanical equipment and systems shall be developed by the Contractor: HRV-1, VF-1, P-1A, P-1B, UH-1, WH-1, and existing equipment as indicated on the contract documents. .

1.2.4 Items Not Covered By This Section

1.2.4.1 Fire Protection Systems

Seismic protection of piping for fire protection systems shall be installed as specified in Sections 21 30 00 FIRE PUMPS, 21 13 13.00 10 WET PIPE

SPRINKLER SYSTEM, FIRE PROTECTION, FIRE PROTECTION, 21 13 18.00 10

PREACTION AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION, and 21 13 20.00 20

FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS.

1.2.4.2 Items Requiring No Seismic Restraints

Seismic restraints are not required for the following items:

a. Piping in boiler and mechanical equipment rooms less than 1-1/4 inches inside diameter.

b. All other piping less than 2-1/2inches inside diameter.

c. Rectangular air handling ducts less than 6 square feet in cross sectional area.

d. Round air handling ducts less than 28 inches in diameter.

e. Piping suspended by individual hangers 12 inches or less in length from the top of pipe to the bottom of the supporting structural member where the hanger is attached, except as noted below.

f. Ducts suspended by hangers 12 inches or less in length from the top of the duct to the bottom of the supporting structural member, except as noted below.

In exemptions e. and f. all hangers shall meet the length requirements. If the length requirement is exceeded by one hanger in the run, the entire run shall be braced. Interior piping and ducts not listed above shall be seismically protected in accordance with the provisions of this specification.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SECTION 13 48 00.00 10 Page 3

SD-02 Shop Drawings

Contractor Designed Bracing; G

SD-03 Product Data

Bracing; G

Equipment Requirements; G

Contractor Designed Bracing; G

PART 2 PRODUCTS

2.1 EQUIPMENT REQUIREMENTS

Submit copies of the design calculations with the detail drawings.

Calculations shall be stamped by a registered engineer and shall verify the capability of structural members to which bracing is attached for carrying the load from the brace.

2.1.1 Rigidly Mounted Equipment

The following specific items of equipment: HRV-1 and WH-1 to be furnished under this contract shall be constructed and assembled to withstand the seismic forces specified in UFC 3-310-04.

PART 3 EXECUTION

3.1 BRACING

a. Submit detail drawings, as specified here and throughout this specification, along with catalog cuts, templates, and erection and installation details, as appropriate, for the items listed. Submittals shall be complete in detail; shall indicate thickness, type, grade, class of metal, and dimensions; and shall show construction details, reinforcement, anchorage, and installation with relation to the building construction.

b. Bracing components shall be sized as required for the total load carried by the common supports. Bracing rigidly attached to pipe flanges, or similar, shall not be used where it would interfere with thermal expansion of piping.

3.2 PIPE SLEEVES

Pipe sleeves in interior non-fire rated walls shall be sized as indicated on the drawings to provide clearances that will permit differential movement of piping without the piping striking the pipe sleeve. Pipe sleeves in fire rated walls shall conform to the requirements in Section

07 84 00 FIRESTOPPING.

3.3 SWAY BRACES FOR PIPING

Sway braces shall be provided to prevent movement of the pipes under seismic loading. Braces shall be provided in both the longitudinal and transverse directions, relative to the axis of the pipe. The bracing shall not interfere with thermal expansion requirements for the pipes as

SECTION 13 48 00.00 10 Page 4 described in other sections of these specifications.

3.3.1 Transverse Sway Bracing

Transverse sway bracing for steel and copper pipe shall be provided as specified in Section 13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT. All runs (length of pipe between end joints) shall have a minimum of two transverse braces. Transverse sway bracing for pipes of materials other than steel and copper shall be provided at intervals not to exceed the hanger spacing as specified in Section 22 00 00 PLUMBING, GENERAL PURPOSE.

3.3.2 Longitudinal Sway Bracing

Longitudinal sway bracing shall be provided at 40 foot intervals unless otherwise indicated. All runs (length of pipe between end joints) shall have one longitudinal brace minimum. Sway braces shall be constructed in accordance with the drawings. Branch lines, walls, or floors shall not be used as sway braces.

3.3.3 Vertical Runs

Run is defined as length of pipe between end joints. Vertical runs of piping shall be braced at not more than 10 foot vertical intervals. Braces for vertical runs shall be above the center of gravity of the segment being braced. All sway braces shall be constructed in accordance with the drawings. Sway braces shall attach to the structural system and shall not be connected to branch lines, walls, or floors.

3.3.4 Clamps and Hangers

Clamps or hangers on uninsulated pipes shall be applied directly to pipe.

Insulated piping shall have clamps or hangers applied over insulation in accordance with Section 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS.

3.4 SWAY BRACES FOR DUCTS

3.4.1 Braced Ducts

Bracing details and spacing for rectangular and round ducts shall be in accordance with SMACNA 1981, including Appendix E. However, the design seismic loadings for these items shall not be less than loadings obtained using the procedures in UFC 3-310-04.

3.4.2 Unbraced Ducts

Hangers for unbraced ducts shall be attached to the duct within 2 inches of the top of the duct in accordance with SMACNA 1981. Unbraced ducts shall be installed with a 6 inch minimum clearance to vertical ceiling hanger wires.

-- End of Section --

SECTION 13 48 00.00 10 Page 5

SECTION TABLE OF CONTENTS

DIVISION 21 - FIRE SUPPRESSION

SECTION 21 13 13.00 10

WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

05/09

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.2.1 Hydraulic Design

1.2.1.1 Hose Demand

1.2.1.2 Basis for Calculations

1.2.1.3 Hydraulic Calculations

1.2.2 Sprinkler Coverage

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Fire Protection Specialist

1.4.2 Sprinkler System Installer

1.4.3 Shop Drawings

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 EXTRA MATERIALS

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

2.2 NAMEPLATES

2.3 REQUIREMENTS FOR FIRE PROTECTION SERVICE

2.4 ABOVEGROUND PIPING COMPONENTS

2.4.1 Steel Piping Components

2.4.1.1 Steel Pipe

2.4.1.2 Fittings for Non-Grooved Steel Pipe

2.4.1.3 Grooved Mechanical Joints and Fittings

2.4.1.4 Flanges

2.4.1.5 Bolts, Nut, and Washers

2.4.2 Pipe Hangers

2.4.3 Valves

2.4.3.1 Control Valve and Gate Valve

2.4.3.2 Check Valve

2.5 ALARM CHECK VALVE ASSEMBLY

2.6 WATERFLOW ALARM

2.7 ALARM INITIATING AND SUPERVISORY DEVICES

2.7.1 Sprinkler Waterflow Indicator Switch, Vane Type

2.7.2 Valve Supervisory (Tamper) Switch

2.8 FIRE DEPARTMENT CONNECTION

2.9 SPRINKLERS

2.9.1 Pendent Sprinkler

2.9.2 Upright Sprinkler

2.9.3 Sidewall Sprinkler

2.9.4 Dry Sprinkler Assembly

2.10 ACCESSORIES

2.10.1 Sprinkler Cabinet

SECTION 21 13 13.00 10 Page 1

2.10.2 Pendent Sprinkler Escutcheon

2.10.3 Pipe Escutcheon

2.10.4 Sprinkler Guard

2.10.5 Identification Sign

2.10.6 Suppression System Wall Map

2.11 REDUCED PRESSURE ZONE BACKFLOW PREVENTION ASSEMBLY

PART 3 EXECUTION

3.1 FIELD MEASUREMENTS

3.2 INSTALLATION REQUIREMENTS

3.3 INSPECTION BY FIRE PROTECTION SPECIALIST

3.4 ABOVEGROUND PIPING INSTALLATION

3.4.1 Protection of Piping Against Earthquake Damage

3.4.2 Piping in Exposed Areas

3.4.3 Piping in Finished Areas

3.4.4 Pendent Sprinklers

3.4.5 Upright Sprinklers

3.4.6 Pipe Joints

3.4.7 Reducers

3.4.8 Pipe Penetrations

3.4.9 Escutcheons

3.4.10 Inspector's Test Connection

3.4.11 Drains

3.4.12 Installation of Fire Department Connection

3.4.13 Identification Signs

3.5 ELECTRICAL WORK

3.6 PIPE COLOR CODE MARKING

3.7 GENERAL TESTING

3.7.1 General Procedures

3.7.2 Test Reports

3.8 PRELIMINARY TESTS

3.8.1 Aboveground Piping

3.8.1.1 Hydrostatic Testing

3.8.1.2 Backflow Prevention Assembly Forward Flow Test

3.8.2 Testing of Alarm Devices

3.8.3 Main Drain Flow Test

3.9 FINAL ACCEPTANCE TEST

3.10 TRAINING

3.11 OPERATING AND MAINTENANCE INSTRUCTIONS

SECTION 21 13 13.00 10 Page 2

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 1013 (2011) Performance Requirements for Reduced Pressure Principle Backflow Preventers and Reduced Pressure Fire Protection Principle Backflow Preventers - (ANSI approved 2010)

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C104/A21.4 (2016) Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water

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 C151/A21.51 (2017) Ductile-Iron Pipe, Centrifugally Cast

AWWA C203 (2008) Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot-Applied

AWWA C606 (2015) Grooved and Shouldered Joints

ASME INTERNATIONAL (ASME)

ASME B16.1 (2015) Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125, and 250

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

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

ASME B18.2.2 (2015) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

SECTION 21 13 13.00 10 Page 3

ASTM INTERNATIONAL (ASTM)

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

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 A47/A47M (1999; R 2014) Standard Specification for Ferritic Malleable Iron Castings

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

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

ASTM F436 (2011) Hardened Steel Washers

FM GLOBAL (FM)

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

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-71 (2011; Errata 2013) Gray Iron Swing Check Valves, Flanged and Threaded Ends

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 13 (2016; TIA 16-1; TIA 16-2; TIA 16-3 2016;

Errata 17-1; Errata 17-2) Standard for the Installation of Sprinkler Systems

NFPA 1963 (2014) Standard for Fire Hose Connections

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

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013; with Change 1) Seismic Design for Buildings

UFC 3-600-01 (2016; with Change 1) Fire Protection Engineering for Facilities

UFC 4-211-01 (2017); (13 April 2017) Aircraft Maintenance Hangars

SECTION 21 13 13.00 10 Page 4

UNDERWRITERS LABORATORIES (UL)

UL Bld Mat Dir (updated continuously online) Building Materials Directory

UL Fire Prot Dir (2012) 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 areas indicated on the drawings. Except as modified herein, the system shall be designed and installed in accordance with NFPA 13. Rack sprinklers shall be in accordance with NFPA 13. 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 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. System design shall comply with the requirements of UFC 3-600-01 and UFC 4-211-01.

1.2.1 Hydraulic Design

Hydraulically design the system as indicated on the drawings. The minimum pipe size for branch lines in gridded systems shall be 1-1/4 inch.

Hydraulic calculations shall be in accordance with the Area/Density Method of NFPA 13.

1.2.1.1 Hose Demand

Add an allowance for exterior hose streams as indicated on the drawings.

Add exterior hose streams to the sprinkler system demand at the fire hydrant shown on the drawings closest to the point where the water service enters the building.

1.2.1.2 Basis for Calculations

The design of the system shall be based upon a water supply with a static pressure of 66, and a flow of 3,356 at a residual pressure of 20 based on water model information with four pumps operating. Water supply shall be presumed available . Hydraulic calculations shall be based upon the Hazen-Williams formula with a "C" value of 120 for steel piping, 140 for new cement-lined ductile-iron piping, and 100 for existing underground and aboveground piping. Hydraulic calculations shall be based on operation of the fire pump(s) 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

SECTION 21 13 13.00 10 Page 5 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 plotted on semi-logarithmic graph paper so as to present a summary of the complete hydraulic calculation. 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, boiler 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.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Shop Drawings; G

As-Built Drawings; G

Shop Drawings, Materials and Equipment, Sway Bracing and Hydrualic Calculations shall be submitted in the same package.

SD-03 Product Data

Fire Protection Related Submittals; G

Materials and Equipment; G

Spare Parts; G

Preliminary Tests; G

Final Acceptance Test; G

Onsite Training; G

Fire Protection Specialist; G

SECTION 21 13 13.00 10 Page 6

Sprinkler System Installer; G

Submit data on all proposed equipment, including but not limited to the items listed above. Submit data showing that all fire protection equipment components are rated for 250 psi or listed for maximum system working pressure when subject to pressure in excess of 175 psi.

SD-05 Design Data

Sway Bracing; G

Hydraulic Calculations; G

SD-06 Test Reports

Preliminary Test Report; G

Final Acceptance Test Report; G

SD-07 Certificates

Inspection by Fire Protection Specialist; G

SD-10 Operation and Maintenance Data

Operating and Maintenance Manuals; G

1.4 QUALITY ASSURANCE

Compliance with referenced NFPA standards is mandatory. Applicable material and installation standards referenced in appendices shall be considered mandatory the same as if such referenced standards were specifically listed in this specification. In the event of a conflict between specific provisions of this specification and applicable NFPA standards, this specification governS. Interpret reference to "authority having jurisdiction" to mean the Contracting Officer.

1.4.1 Fire Protection Specialist

Perform work specified in this section, section 21 13 18.00 10 PREACTION

AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION, 21 13 20.00 20 FOAM FIRE

EXTINGUISHING FOR AIRCRAFT HANGARS, 21 30 00 FIRE PUMPS, and 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM under the supervision of and certified by the Fire Protection Specialist. The Fire Protection Specialist shall meet the following requirements:

a. A registered professional engineer who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES).

b. Shall be an integral part of the Prime Contractor's design team for all the fire protection/life safety requirements of this project.

c. Shall have no business relationship (owner, partner, operating officer, distributor, sales person or technical representative) with any construction subcontractors involved with this project; or with any fire protection equipment device manufacturers, suppliers or installers

SECTION 21 13 13.00 10 Page 7 for any such equipment provided as part of this project.

d. Shall be regularly engaged in the design and installation of the type and complexity of the systems specified in the contract documents and shall have served in a similar capacity for a least 3 hangar systems.

Hangar project list shall include the name of the project, location, size of building, type of system and a point of contact for further information.

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 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.

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. Sprinkler system installer shall be certified as a NICET Level II Technician by NICET in the Automatic Sprinkler System Layout subfield of Fire Protection Engineering Technology in accordance with NICET 1014-7 or State of Alaska IIB equivalent and shall have a minimum of 5 years experience on systems of similar complexity. If the same system installer is proposed for the foam system, Contractor shall concurrently submit requirements with 21 13 20.00 20 FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS Qualifications of Installer and meet the most stringent requirements of the two sections.

1.4.3 Shop Drawings

Shop Drawings shall conform to the requirements established for working plans as prescribed in NFPA 13. Shop drawings and calculations shall be prepared by a NICET Level III Technician in accordance with UFC 3-600-01.

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.

SECTION 21 13 13.00 10 Page 8

d. Longitudinal and transverse building sections showing typical branch 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; sway bracing for earthquake protection, and restraint of underground water main at point-of-entry into the building, and electrical devices and interconnecting wiring. Submit load calculations for sizing of sway bracing, for systems that are required to be protected against damage from earthquakes.

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.

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.

2.4 ABOVEGROUND PIPING COMPONENTS

Aboveground piping shall be steel.

SECTION 21 13 13.00 10 Page 9

2.4.1 Steel Piping Components

2.4.1.1 Steel Pipe

Except as modified herein, steel pipe shall be black Schedule 40 as permitted by NFPA 13 and shall conform to applicable provisions of ASTM A795/A795M, ASTM A53/A53M, or ASTM A135/A135M. Pipe shall be marked with the name of the manufacturer, kind of pipe, and ASTM designation.

2.4.1.2 Fittings for Non-Grooved Steel Pipe

Fittings shall be malleable iron conforming to ASME B16.3. 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. Saddle tees using rubber gasket fittings or branch fittings and outlets that clamp onto the pipe shall not be used.

2.4.1.3 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 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.

2.4.1.4 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.

2.4.1.5 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.

2.4.2 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.

2.4.3 Valves

2.4.3.1 Control Valve and Gate Valve

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

SECTION 21 13 13.00 10 Page 10

2.4.3.2 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 ALARM CHECK VALVE ASSEMBLY

Assembly shall include an alarm check valve, standard trim piping, pressure gauges, bypass, retarding chamber, testing valves, main drain, and other components as required for a fully operational system.

2.6 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) in accordance with Section 28 31 76 INTERIOR FIRE ALARM AND

MASS NOTIFICAITON SYSTEM

2.7 ALARM INITIATING AND SUPERVISORY DEVICES

2.7.1 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 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.

2.7.2 Valve Supervisory (Tamper) Switch

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

2.8 FIRE DEPARTMENT CONNECTION

Fire department connection shall be projecting 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 and Knox plugs as required by Eielson AFB Fire Department.

Coordinate style and ordering requirements with Eielson AFB Fire Department.

Female inlets shall have 2-1/2 inch diameter American National Fire Hose Connection Screw Threads (NH) per NFPA 1963.

2.9 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 intermediate. Sprinklers in high heat areas

SECTION 21 13 13.00 10 Page 11 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.

2.9.1 Pendent Sprinkler

Pendent sprinkler shall be of the fusible strut or glass bulb type, recessed quick-response type with nominal 1/2 inch or 17/32 inch orifice. Pendent sprinklers shall have a white polyester finish.

2.9.2 Upright Sprinkler

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

2.9.3 Sidewall Sprinkler

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

2.9.4 Dry Sprinkler Assembly

Dry sprinkler assembly shall be of the pendent or 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.

2.10 ACCESSORIES

2.10.1 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.

2.10.2 Pendent Sprinkler Escutcheon

Escutcheon shall be one-piece metallic type with a depth of less than 3/4 inch and suitable for installation on pendent sprinklers. The escutcheon shall have a factory finish that matches the pendent sprinkler heads.

2.10.3 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.

2.10.4 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 as inidcated or other areas subject to damage, below stairs, beneath open grated mezzanines, and as indicated.

SECTION 21 13 13.00 10 Page 12

2.10.5 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.

2.10.6 Suppression System Wall Map

Provide wall map for all fire supression systems in Fire Pump Room 111. Map to include all general system information, control valve locations and instructions, and locations of all system drains. Minimum map size to be 11" x 17" and a minimum scale 1/8-inch to 1 foot of floor plan.

2.11 REDUCED PRESSURE ZONE BACKFLOW PREVENTION ASSEMBLY

Reduced pressure type backflow prevention assembly shall comply with ASSE 1013. The assembly shall have a bronze, cast-iron or stainless steel body with flanged or grooved 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 12 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 backflow prevention assembly valves.

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.

3.3 INSPECTION BY FIRE PROTECTION SPECIALIST

The following shall apply to this section, section 21 13 18.00 10 PREACTION

AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION, 21 13 20.00 20 FOAM FIRE

EXTINGUISHING FOR AIRCRAFT HANGARS, 21 30 00 FIRE PUMPS, and 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM. 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:

a. Once installation of any of the fire proteciton systems has started, inspect the systsm monthly during the installation to assure that the systems are being provided and installed in accordance with the contract requirements.

SECTION 21 13 13.00 10 Page 13

b. Witness contractor only testing, preliminary testing, and final testing.

c. After completion of the systems inspections and a successful final test, the Fire Protection Specialist shall certify in writing that the systems have 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 Protection of Piping Against Earthquake Damage

Seismically protect the system piping against damage from earthquakes.

This requirement is not subject to determination under NFPA 13. Install the seismic protection of the system piping in accordance with UFC 3-310-04, NFPA 13 and Annex A. Include the required features identified therein that are applicable to the specific piping system.

3.4.2 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.

3.4.3 Piping in Finished Areas

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

3.4.4 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. Where sprinklers are installed below suspended or dropped ceilings, drop nipples shall be cut such that sprinkler ceiling plates or escutcheons are of a uniform depth throughout the finished space. The outlet of the reducing coupling shall not extend more than 1 inch below the underside of the ceiling. On pendent sprinklers installed below suspended or dropped ceilings, the distance from the sprinkler deflector to the underside of the ceiling shall not exceed 4 inches. Recessed pendent sprinklers shall be installed such that the distance from the sprinkler deflector to the underside of the ceiling shall not exceed the manufacturer's listed range and shall be of uniform depth throughout the finished area. Pendent sprinklers in suspended ceilings shall be a minimum of 6 inches from ceiling grid.

3.4.5 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.

SECTION 21 13 13.00 10 Page 14

3.4.6 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. 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.

3.4.7 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.

3.4.8 Pipe Penetrations

Cutting structural members for passage of pipes or for pipe-hanger fastenings will not be permitted. Pipes that must penetrate concrete or masonry walls or concrete floors shall be core-drilled and provided with pipe sleeves. Each sleeve shall be Schedule 40 galvanized steel, ductile iron or cast iron pipe and shall extend through its respective wall or floor and be cut flush with each wall surface. Sleeves shall provide required clearance between the pipe and the sleeve per NFPA 13. The space between the sleeve and the pipe shall be firmly packed with mineral wool insulation. Where pipes penetrate fire walls, fire partitions, or floors, pipes shall be fire stopped in accordance with Section 07 84 00 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.

3.4.9 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.

3.4.10 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

SECTION 21 13 13.00 10 Page 15

"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. Provide splash block at exterior drain discharge if discharge location is not to hard surface.

3.4.11 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.

Provide splash block at exterior drain discharge if discharge location is not to hard surface.

3.4.12 Installation of Fire Department Connection

Connection shall be mounted on the exterior wall approximately 3 feet above finished grade and located with sufficient clearance from walls, obstructions, or adjacent siamese connectors to allow full swing of fire department wrench handle. 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 if draining to the interior would cause damage.

3.4.13 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 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 76INTERIOR FIRE ALARM AND MASS NOTICATION SYSTEMS.

3.6 PIPE COLOR CODE MARKING

Color code mark piping as specified in Section 09 90 00 PAINTS AND COATINGS.

Reference 21 13 20.00 20 FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS for foam suppression pipe labeling requirements.

3.7 GENERAL TESTING

The following shall apply to this section, section 21 13 18.00 10 PREACTION

AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION, 21 13 20.00 20 FOAM FIRE

EXTINGUISHING FOR AIRCRAFT HANGARS, 21 30 00 FIRE PUMPS, and 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM. Any additional information required by each individual specification section not covered below shall be provided. See attached testing procedures and checklist for additional requirements and clarification.

3.7.1 General Procedures

Test procedures for all systems shall be reviewed and signed by the Fire Protection Specialist and signed by the representative company. Test procedures shall be submitted concurrently with all the required testing documents and forms. The test procedures shall be submitted for both preliminary and final testing. The initial test plan with testing

SECTION 21 13 13.00 10 Page 16 procedures shall be submitted a mnimum of 60 days prior to the anticipated beginning of preliminary testing and 60 days prior to the anticipated beginning of final testing. In addition to requirements in other specification sections, the following information is required in the test procedures:

a. A schedule of tests for each day of testing

b. Blank forms for recording test data for each test (except for information that can be pre-recorded such as number of sprinkelrs, type of waterflow switches, device list, NAC device list, etc.)

c. Test procedure for each test.

d. List of equipment required for each test.

e. Personnel required for each test.

f. As-built drawings for final testing.

Prior to preliminary testing, the Contractor shall conduct Contractor Only Testing. Contractor Only Testing shall be witnessed by the Fire Protection Specialist. The testing shall include all FACU and RSFACU devices including all sprinkler waterflow switches and pressure switches. Full discharge of each system is not required until preliminary testing. Contractor shall record in daily logs that Contractor Only Testing was completed prior to beginning prelminary testing.

All system testing for fire suppression systems and fire alarm and detection systems shall be conducted concurrently.