W912HV-22-R-0003 KHS SPECS RTA Vol 3.pdf

Replace Kinnick High School

CFA Yokosuka, Japan

PA00109

Final Design RTA

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A ENG FORM 4025

01 33 00-B SUBMITTAL REGISTER

01 33 29 SUSTAINABILITY REPORTING

01 33 29-A LEED PROJECT TRACKING CHECKLIST

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A USACE ACCIDENT PREVENTION PLAN CHECKLIST

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 45 35-A STATEMENT OF SPECIAL INSPECTIONS

01 45 35-B SCHEDULE OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00-A CONSTRUCTION PROJECT SIGNS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS - MASTER DRAFT - Reduced

Submittals

01 57 19-A ENVIRONMENTAL PROTECTION PLAN

01 57 19-B ENVIRONMENTAL BRIEF CHECKLIST

01 57 19-C DIRECT DISCHARGE EFFLUENT LIMITATIONS

01 57 19-D NOEP Review Request Form

01 57 19-E NOEP Requirements Form

01 57 19-F NOEP ROND Form

01 57 19-G BMP Biological Resources

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 00-A DD FORM 1354

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

01 91 00.15-A COMMISSIONING PLAN

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 61 13-A SITE INSPECTION

02 82 13.00 10 ASBESTOS ABATEMENT

02 82 13.00 10-A REPORT OF FINDINGS HAZMAT TESTING

02 82 13.00 10-B AHERA ASBESTOS MANAGEMENT PLAN

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBS

AND MERCURY - MASTER DRAFT

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

W912HV-22-R-0003

PA00109

PROJECT TABLE OF CONTENTS Page 2

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 23 00 GLASS UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

06 61 17 HOMOGENEOUS QUARTZ (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 12 00 BUILT-UP BITUMINOUS WATERPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 32 13 ROOF TILES

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 56 00 FLUID-APPLIED ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

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DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS, FRAMES, AND WINDOW WALL

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 32 13 ALUMINUM SLIDING/FOLDING GLASS DOORS

08 33 13 COILING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR AND WINDOW ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND WINDOW WALL

08 51 13 ALUMINUM WINDOWS

08 60 45 TRANSLUCENT PANELS

08 62 00 SKYLIGHTS

08 71 00 DOOR HARDWARE

08 71 00-A DOOR HARDWARE SCHEDULE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC AND QUARRY TILING

09 51 00 ACOUSTICAL CEILINGS

09 64 66 WOOD ATHLETIC FLOORING

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPETING

09 72 00 WALLCOVERINGS

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 PLAQUE SIGNAGE

10 14 53 TRAFFIC SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 22 39 FOLDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 28 13-A TOILET ACCESSORY SCHEDULE

10 35 00 FLAGPOLES

10 44 16 FIRE EXTINGUISHER CABINETS

10 51 13 METAL LOCKERS

10 99 00 MISCELLANEOUS SPECIALTIES

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PROJECT TABLE OF CONTENTS Page 4

DIVISION 11 - EQUIPMENT

11 05 40 COMMON WORK RESULTS FOR FOODSERVICE EQUIPMENT

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

11 06 40.13-A FOODSERVICE EQUIPMENT SCHEDULE

11 41 11 REFRIGERATED AND FROZEN FOOD STORAGE EQUIPMENT

11 44 00 FOOD COOKING EQUIPMENT

11 48 00 CLEANING AND DISPOSAL EQUIPMENT

11 52 13 MOTORIZED PROJECTION SCREENS

11 53 00 LABORATORY EQUIPMENT AND FUMEHOODS

11 61 43 STAGE CURTAINS AND TRACK

11 84 00 ATHLETIC EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 35 53 MANUFACTURED WOOD LABORATORY CASEWORK

12 36 53 EPOXY COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS

12 61 13 UPHOLSTERED AUDIENCE SEATING

12 76 00 TELESCOPING GYM SEATS

12 86 00 BLEACHERS AND PRESS BOX

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATOR

14 42 00 WHEELCHAIR LIFT

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 23 00.00 20 WET CHEMICAL FIRE EXTINGUISHING FOR KITCHEN CABINET

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 00 00-A CNIC INSTRUCTION 5090.6

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

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PROJECT TABLE OF CONTENTS Page 5

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

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

HEAT EXCHANGERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED-HOT, WATER PIPING SYSTEMS

23 70 03.00 10 HEATING AND UTILITIES SYSTEMS, CENTRAL STEAM

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS - HVAC

25 05 11.01-A DESIGNER CONTROLS

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

(LIGHTING, PUBLIC ADDRESS, INTERCOMMUNICATION, PROGRAM

BELL/MASTER CLOCK)

25 05 11.02-A DESIGNER CONTROLS

25 05 11.03 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS - FIRE

REPORTING AND PUMP CONTROLLER

25 05 11.03-A DESIGNER CONTROLS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00.00 10 ELECTRICAL LIGHTING CONTROL SYSTEMS COMMISSIONING

REQUIREMENTS

26 11 16.00 33 THREE-PHASE, CUBICLE-TYPE PAD-MOUNTED TRANSFORMER

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 27 14.00 20 ELECTRICITY METERING

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 41 00 AUDIO/VISUAL SYSTEMS

27 51 16 PUBLIC ADDRESS SYSTEMS

27 51 23.10 INTERCOMMUNICATION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

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PROJECT TABLE OF CONTENTS Page 6

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 23 01.00 20 EXCAVATION AND FILL UNDER BUILDINGS

31 31 16.13 CHEMICAL TERMITE CONTROL

31 62 13.24 CONCRETE CYLINDER PILES

31 62 13.24-A PILE AND DRIVING EQUIPMENT DATA FORM

31 62 13.24-B PILE DRIVING LOG

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

SUBBASE COURSE FOR PAVING

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 12 16.16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 18 16.13 PLAYCOURT PROTECTIVE SURFACING

32 18 23 OUTDOOR ATHLETIC COURTS

32 31 13 CHAIN LINK FENCES AND GATES

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 12 33.00 30 WATER METERS

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 61 14 EXTERIOR BURIED PREINSULATED WATER PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.19 ACTIVE VEHICLE BARRIERS

-- End of Project Table of Contents --

Replace Kinnick High School PA00109 CFA Yokosuka, Japan Final Design RTA

SECTION TABLE OF CONTENTS

DIVISION 21 - FIRE SUPPRESSION

SECTION 21 12 00

STANDPIPE SYSTEMS

05/11

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.3 SYSTEM DESCRIPTION

1.3.1 Residual Pressure

1.3.2 Friction Losses

1.3.3 Water Supply

1.3.4 Standpipe System Drawings

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Qualifications of Installer

1.5.2 System As-Built Drawings

1.6 DELIVERY, STORAGE AND HANDLING

PART 2 PRODUCTS

2.1 ABOVEGROUND PIPING SYSTEMS

2.1.1 Pipe and Fittings

2.1.2 Pipe Hangers and Supports

2.1.3 Valves

2.1.3.1 Hose Valves

2.1.4 Identification Signs

2.1.5 Waterflow Test Connection

2.1.6 Main Drains

2.1.7 Pipe Sleeves

2.1.7.1 Sleeves in Masonry and Concrete Walls, Floors, and Roofs

2.1.7.2 Sleeves in Partitions

2.1.8 Escutcheon Plates

2.1.9 Fire-Department Connections

2.1.10 Not Used

2.1.11 Waterflow Detector

2.1.12 Valve Tamper Switch

2.1.13 Not Used

2.2 BURIED PIPING SYSTEMS

2.2.1 Buried Pipe and Fittings

2.2.2 Buried Utility Warning and Identification Tape

2.3 ELECTRICAL WORK

PART 3 EXECUTION

3.1 EXCAVATION, BACKFILLING, AND COMPACTING

3.2 CONNECTIONS TO EXISTING WATER SUPPLY SYSTEMS

3.3 STANDPIPE SYSTEM INSTALLATION

3.4 DISINFECTION

3.5 FIELD PAINTING

SECTION 21 12 00 Page 1

3.5.1 Piping Labels

3.6 FLUSHING

3.7 FIELD QUALITY CONTROL

3.7.1 Preliminary Tests

3.7.2 Formal Inspection and Tests (Acceptance Tests)

3.7.2.1 Flow Test

3.7.2.2 Alarm Testing

3.7.3 Additional Tests

-- End of Section Table of Contents --

SECTION 21 12 00 Page 2

SECTION 21 12 00

STANDPIPE SYSTEMS

05/11

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C651 (2014) Standard for Disinfecting Water Mains

FM GLOBAL (FM)

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 13 (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 14 (2016) Standard for the Installation of Standpipes and Hose Systems

NFPA 24 (2013) Standard for the Installation of Private Fire Service Mains and Their Appurtenances

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

TIA 17-3) National Electrical Code

NFPA 72 (2016) National Fire Alarm and Signaling Code

UNDERWRITERS LABORATORIES (UL)

UL Fire Prot Dir (2012) Fire Protection Equipment Directory

1.2 SYSTEM DESCRIPTION

Design and provide new wet Class I standpipe and fire sprinkler systems as shown.

1.3 SYSTEM DESCRIPTION

System design and manufacturer's products shall be in accordance with the required and advisory provisions of NFPA 14 except as modified herein.

Provide sprinkler portion of system under Section 21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION. Each system shall be designed for

SECTION 21 12 00 Page 3 earthquakes and shall include materials, accessories, and equipment inside and outside the building necessary to provide each system complete and ready for use. Devices and equipment shall be UL Fire Prot Dir listed or FM APP GUIDE approved for fire protection service. In the publications referred to herein, the advisory provisions shall be considered to be mandatory, as though the word "shall" had been substituted for "should" wherever it appears; reference to the "authority having jurisdiction" shall be interpreted to mean the USACE Fire Protection Engineer. The work shall begin at the points indicated.

1.3.1 Residual Pressure

The minimum residual pressure at the outlet of the most remote 64 mm hose connection shall be required to be 689.5kPa Residual. The local fire department fire pump truck can supply 5677 lpm at 1035 kPa.

1.3.2 Friction Losses

Calculate losses in piping in accordance with the Hazen-Williams formula with 'C' value of 120 for steel piping, 150 for copper tubing, and 140 for cement-lined ductile-iron piping.

1.3.3 Water Supply

Base hydraulic calculations on as indicated ont he drawings at the junction with the existing water distribution piping system.

1.3.4 Standpipe System Drawings

Prepare in accordance with the requirements for "Plans and Specifications" as specified in NFPA 14 . Each drawing shall be A1 841 by 594 mm . Plans shall be drawn to a scale not less than 1 mm equals 100 mm Do not commence work until the design of each system and the various components have been approved. Show data essential for proper installation of each system. Show details, plan view, elevations, and sections of the systems supply and piping. Show piping schematic of systems supply, devices, valves, pipe, and fittings. Show:

a. Room, space or area layout and include pipe supports and hangers.

b. Field wiring diagrams showing locations of devices and points of connection and terminals used for all electrical field connections in the system, with wiring color code scheme.

1.4 SUBMITTALS

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

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Standpipe system ; G

SD-03 Product Data

SECTION 21 12 00 Page 4

Aboveground Pipe and fittings ; G

Mechanical couplings ; G

Pipe hangers and supports ; G

Valves , including gate, check, and hose; G

Fire-Department Connections ; G

Waterflow detector ; G

Valve tamper switch ; G

Buried Pipe And Fittings ; G

Data which describes more than one type of item shall be clearly marked to indicate which type the Contractor intends to provide.

Submit one original for each item and clear, legible, first-generation photocopies for the remainder of the specified copies. Incomplete or illegible photocopies will not be accepted. Partial submittals will not be accepted.

SD-06 Test Reports

Preliminary tests ; G

Acceptance tests ; G

Submit for all inspections and tests specified under paragraph entitled "Field Quality Control."

SD-07 Certificates

Qualifications of installer ; G

Submit installers qualifications as required under paragraph entitled "Qualifications of Installer."

SD-10 Operation and Maintenance Data

Valves , Data Package 3

Waterflow detector , Data Package 3

Submit in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA. Furnish one complete package prior to the time that final acceptance tests are performed, and furnish the remaining before the contract is completed. Inscribe the following identification on the cover: the words OPERATION AND MAINTENANCE MANUAL, the location of the building, the name of the Contractor, system manufacturer and the contract number. The instructions shall be legible and easily read, with large sheets of drawings folded in. The package shall include: schematic drawings showing piping; circuit drawings; installation instructions; maintenance instructions; safety precautions, diagrams, and illustrations; test procedures; performance data;

and parts list.

SECTION 21 12 00 Page 5

SD-11 Closeout Submittals

System as-built drawings ; G

1.5 QUALITY ASSURANCE

1.5.1 Qualifications of Installer

Prior to commencing work, submit data showing that the Contractor has successfully installed fire extinguishing standpipe systems of the same type and design as specified herein, or that he has a firm contractual agreement with a subcontractor having the required experience. Include the names and locations of at least two installations where the Contractor, or the subcontractor referred to above, has installed such systems. Indicate the type and design of each system, and certify that the system has performed satisfactorily for a period of at least 18 months.

Qualifications of System Technician: Installation drawings, shop drawing and as-built drawings shall be prepared, by or under the supervision of, an individual who is experienced with the types of works specified herein, and is currently certified by the National Institute for Certification in Engineering Technologies (NICET) as an engineering technician with minimum Level-III certification in Automatic Sprinkler System program. Contractor shall submit data for approval showing the name and certification of all involved individuals with such qualifications at or prior to submittal of drawings.

1.5.2 System As-Built Drawings

Upon completion, and before final acceptance of the work, submit a complete set of as-built drawings of each system. Submit A1 841 by 594 mm reproducible as-built drawings on mylar film with title block similar to full size contract drawings. Furnish as-built(record) working drawings in addition to the as-built drawings required by Division 1, "General Requirements."

1.6 DELIVERY, STORAGE AND HANDLING

Protect stored equipment from weather, humidity and temperature variations, dirt, dust, and other contaminants.

PART 2 PRODUCTS

2.1 ABOVEGROUND PIPING SYSTEMS

Provide fittings for changes in direction of piping and for connections.

Make changes in piping sizes through tapered reducing pipe fittings;

bushings will not be permitted. Perform welding in the shop; field welding will not be permitted.

2.1.1 Pipe and Fittings

NFPA 14 , except as modified herein. Steel piping shall be Schedule 40 for sizes less than 200 mm , and Schedule 30 or 40 for sizes 200 mm and larger. Fittings shall be welded, threaded, or grooved-end type.

Plain-end fittings with mechanical couplings and fittings which use steel gripping devices to bite into the pipe when pressure is applied will not be permitted. Rubber gasketed grooved-end pipe and fittings with mechanical couplings shall be permitted in pipe sizes 40 mm and larger.

SECTION 21 12 00 Page 6

Fittings shall be UL Fire Prot Dir listed or FM APP GUIDE approved for use in wet pipe sprinkler systems. Fittings, mechanical couplings, and rubber gaskets shall be supplied by the same manufacturer. Steel piping with wall thickness less than Schedule 30 shall not be threaded. Side outlet tees using rubber gasketed fittings shall not be permitted. Pipe and fittings shall be metal.

2.1.2 Pipe Hangers and Supports

Provide in accordance with NFPA 14 .

2.1.3 Valves

NFPA 14 . Provide valves of types approved for fire service. Hose and gate valves shall open by counterclockwise rotation. Provide isolation and check valves as required by NFPA 14 . Isolation valves shall be OS&Y type. Check valves shall be flanged clear opening swing-check type with flanged inspection and access cover plate for sizes 100 mm and larger.

2.1.3.1 Hose Valves

Provide bronze hose valve with 65 mm National Standard male hose threads, and 65 mm NH female by 40 mm IPT male reducer with cap and chain.

2.1.4 Identification Signs

NFPA 14 . Attach properly lettered and approved metal signs to each valve and alarm device.

2.1.5 Waterflow Test Connection

Provide test connections approximately 1.83 m above the floor for each standpipe system or portion of each standpipe system equipped with an alarm device; locate downstream and adjacent to each alarm actuating device. Provide test connection piping to a location where the discharge will be readily visible and where water may be discharged without property damage. Discharge to janitor sinks or similar fixtures shall not be permitted. Provide discharge orifice equivalent to 15 mm sprinkler orifice. The penetration of the exterior wall shall be no greater than

0.61 meter above finished grade.

2.1.6 Main Drains

Provide separate drain piping to discharge at safe points outside each building or to sight cones attached to drains of adequate size to readily receive the full flow from each drain under maximum pressure. Provide auxiliary drains as required by NFPA 13 and NFPA 14 .

2.1.7 Pipe Sleeves

Provide where piping passes entirely through walls, floors, roofs and partitions. Secure sleeves in position and location during construction.

Provide sleeves of sufficient length to pass through entire thickness of walls, floors, roofs and partitions. Provide one inch minimum clearance between exterior of piping and interior of sleeve or core-drilled hole.

Firmly pack space with mineral wool insulation. Seal space at both ends of the sleeve or core-drilled hole with plastic waterproof cement which will dry to a firm but pliable mass, or provide a mechanically adjustable segmented elastomeric seal. In fire walls and fire floors, seal both ends

SECTION 21 12 00 Page 7 of pipe sleeves or core-drilled holes with UL listed fill, void, or cavity material.

2.1.7.1 Sleeves in Masonry and Concrete Walls, Floors, and Roofs

Provide hot-dip galvanized steel, ductile-iron, or cast-iron sleeves.

Core drilling of masonry and concrete may be provided in lieu of pipe sleeves when cavities in the core-drilled hole are completely grouted smooth. Extend sleeves in floor slabs 76 mm above finished floors.

2.1.7.2 Sleeves in Partitions

Provide 26 gage galvanized steel sheet.

2.1.8 Escutcheon Plates

Provide one piece or split hinge type metal plates for piping passing through walls, floors, and ceilings in both exposed and concealed spaces.

Provide polished stainless steel plates or chromium-plated finish on copper alloy plates in finished spaces. Provide paint finish on metal plates in unfinished spaces. Securely anchor plates in place.

2.1.9 Fire - Department Connections

Provide connections approximately one meter above finish grade, of the approved four-way drop clappers type with 65 mm National Standard female hose threads with plug, chain, and identifying fire department connection escutcheon plate.

2.1.10 Not Used

2.1.11 Waterflow Detector

Provide vane-type waterflow detector. Provide detector with adjustable retard feature to prevent false alarms caused by momentary water surges.

Connect into the building fire alarm system. Alarm actuating device shall have mechanical diaphragm controlled retard device adjustable from 10 to 60 seconds and shall instantly recycle. Provide detector at the base of each standpipe riser above main check valve in accordance with manufacturers instructions.

2.1.12 Valve Tamper Switch

Provide valve tamper switch(es) to monitor the open position of valve(s) controlling water supply to the standpipe system. Switch contacts shall transfer from the normal (valve open) position to the off-normal (valve closed) position during the first two revolutions of the hand wheel or when the stem of the valve has moved not more than one-fifth of the distance from its normal position. Switch shall be tamper resistant.

Removal of the cover shall cause switch to operate into the off-normal position.

SECTION 21 12 00 Page 8

2.1.13 Not Used

2.2 BURIED PIPING SYSTEMS

2.2.1 Buried Pipe and Fittings

NFPA 24 , outside coated, cement lined, ductile iron pipe and fittings for piping under the building and to a point 1.52 m outside the building walls. Anchor the joints in accordance with NFPA 24 using pipe clamps and steel rods. Minimum pipe size shall be 150 mm . Minimum depth of cover shall be one meter . Piping more than 1.52 m outside the building walls shall be provided under Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

2.2.2 Buried Utility Warning and Identification Tape

Provide detectable tape in accordance with Section 31 00 00 EARTHWORK.

2.3 ELECTRICAL WORK

Provide electrical work associated with this section under Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM, except for fire alarm wiring. Provide fire alarm wiring and connection to fire alarm systems under Section 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM andthis section in accordance with NFPA 70 and NFPA 72 .

PART 3 EXECUTION

3.1 EXCAVATION, BACKFILLING, AND COMPACTING

Provide under this section as specified in Section 31 00 00 EARTHWORK.

3.2 CONNECTIONS TO EXISTING WATER SUPPLY SYSTEMS

Connections to existing water supply system are specified in Section

33 11 00 WATER UTILITY DISTRIBUTION PIPING.

3.3 STANDPIPE SYSTEM INSTALLATION

Equipment, materials, installation, workmanship, fabrication, assembly, erection, examination, inspection, and testing shall be in accordance with the NFPA standards referenced herein. Install piping straight and true to bear evenly on hangers and supports. Conceal piping to the maximum extent possible. Piping shall be inspected, tested and approved before being concealed. Provide fittings for changes in direction of piping and for all connections Make changes in piping sizes through standard reducing pipe fittings; do not use bushings. Cut pipe accurately and work into place without springing or forcing. Ream pipe ends and free pipe and fittings from burrs. Clean with solvent to remove all varnish and cutting oil prior to assemble. Make screw joints with PTFE tape applied to male thread only.

3.4 DISINFECTION

Disinfect new water piping from the point of connection at the water main and existing water piping affected by the Contractor's operation in accordance with AWWA C651. Exercise caution when mixing chlorine disinfectant solutions. Fill piping systems with solution containing minimum of 50 parts per million of free available chlorine and allow

SECTION 21 12 00 Page 9 solution to stand for a minimum of 24 hours. Flush solution from systems with clean water until maximum residual chlorine content is not greater than 0.2 parts per million. Obtain at least two consecutive satisfactory bacteriological samples from new water piping, analyze by a certified laboratory, and submit results prior to new water piping being placed into service.

3.5 FIELD PAINTING

Field painting of fire extinguishing standpipe system shall be specified in Section 09 90 00 PAINTS AND COATINGS. Field painting requirements for "Fire Extinguishing Sprinkler Systems" shall apply.

3.5.1 Piping Labels

Provide permanent labels in mechanical rooms, spaced at 6 meters maximum intervals along pipe, indicating "STANDPIPE."

3.6 FLUSHING

Flush the piping system with potable water in accordance with NFPA 14 .

Continue flushing operation until water is clear, but for not less than 10 minutes.

3.7 FIELD QUALITY CONTROL

Prior to initial operation, inspect equipment and piping systems for compliance with drawings, specifications, and manufacturer's submittals.

Perform tests in the presence of the Contracting Officer to determine conformance with the specified requirements.

3.7.1 Preliminary Tests

Each piping system shall be hydrostatically tested at 1379 kPa (gage) in accordance with NFPA 14 and NFPA 24 and shall show no leakage or reduction in gauge pressure after 2 hours. The Contractor shall conduct complete preliminary tests, which shall encompass all aspects of system operation.

Individually test alarms, and all other components and accessories to demonstrate proper functioning. Test water flow alarms by flowing water.

When tests have been completed and all necessary corrections made, submit to the Contracting Officer a signed and dated certificate, similar to that specified in NFPA 13 , attesting to the satisfactory completion of all testing and stating that the system is in operating condition. Also include a written request for a formal inspection and test.

3.7.2 Formal Inspection and Tests ( Acceptance Tests )

The USACE Fire Protection Engineer, will witness formal tests and approve all systems before they are accepted. The system shall be considered ready for such testing only after all necessary preliminary tests have been made and all deficiencies found have been corrected to the satisfaction of the Contracting Officer and written certification to this effect is received by the Division Fire Protection Engineer. Submit the request for formal inspection at least 15 working days prior to the date the inspection is to take place. Experienced technicians regularly employed by the Contractor in the installation of both the mechanical and electrical portions of such systems shall be present during the inspection and shall conduct the testing. All instruments, personnel, appliances and equipment for testing shall be furnished by the Contractor. The

SECTION 21 12 00 Page 10

Government will furnish water for the tests. All necessary tests encompassing all aspects of system operation shall be made including the following, and any deficiency found shall be corrected and the system retested at no cost to the Government.

3.7.2.1 Flow Test

Perform flow tests of each standpipe riser in accordance with NFPA 14.

Affix 0-1379 kPa pressure gauges to lowest hose valve and next-to-highest hose valve. Connect lined, 65 mm diameter fire hose with underwriter's playpipe to highest hose valve and flow at least 946 L/m for 5 minutes from standpipe to a safe location outside the building. Furnish hose, nozzles and fittings required for this test.

3.7.2.2 Alarm Testing

a. Each pressure switch, waterflow detector, and water motor gong shall be activated by flow of water.

b. Each valve tamper switch shall be activated by partially closing the associated control valve.

c. Alarm annunciation at the fire alarm control panel shall be verified.

d. Circuit supervision shall be demonstrated.

3.7.3 Additional Tests

When deficiencies, defects or malfunctions develop during the tests required, all further testing of the system shall be suspended until proper adjustments, corrections or revisions have been made to assure proper performance of the system. If these revisions require more than a nominal delay, the Contracting Officer shall be notified when the additional work has been completed, to arrange a new inspection and test of the system. All tests required shall be repeated prior to final acceptance, unless directed otherwise.

-- End of Section --

SECTION 21 12 00 Page 11

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 UNDERGROUND PIPING COMPONENTS

2.4.1 Pipe

2.4.2 Fittings and Gaskets

2.4.3 Gate Valve and Indicator Posts

2.5 ABOVEGROUND PIPING COMPONENTS

2.5.1 Steel Piping Components

2.5.1.1 Steel Pipe

2.5.1.2 Fittings for Non-Grooved Steel Pipe

2.5.1.3 Grooved Mechanical Joints and Fittings

2.5.1.4 Flanges

2.5.1.5 Bolts, Nut, and Washers

2.5.2 Pipe Hangers

2.5.3 Valves

2.5.3.1 Control Valve and Gate Valve

2.5.3.2 Check Valve

2.5.3.3 Hose Valve

2.6 ALARM CHECK VALVE ASSEMBLY

2.7 WATERFLOW ALARM

2.8 ALARM INITIATING AND SUPERVISORY DEVICES

2.8.1 Sprinkler Waterflow Indicator Switch, Vane Type

2.8.2 Sprinkler Pressure (Waterflow) Alarm Switch

2.8.3 Valve Supervisory (Tamper) Switch

2.9 FIRE DEPARTMENT CONNECTION

2.10 SPRINKLERS

SECTION 21 13 13.00 10 Page 1

2.10.1 Concealed Sprinkler

2.10.2 Recessed Sprinkler

2.10.3 Pendent Sprinkler

2.10.4 Upright Sprinkler

2.10.5 Sidewall Sprinkler

2.10.6 Dry Sprinkler Assembly

2.11 ACCESSORIES

2.11.1 Sprinkler Cabinet

2.11.2 Pendent Sprinkler Escutcheon

2.11.3 Pipe Escutcheon

2.11.4 Sprinkler Guard

2.11.5 Identification Sign

2.12 DOUBLE-CHECK VALVE 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 UNDERGROUND PIPING INSTALLATION

3.6 ELECTRICAL WORK

3.7 PIPE COLOR CODE MARKING

3.8 PRELIMINARY TESTS

3.8.1 Underground Piping

3.8.1.1 Flushing

3.8.1.2 Hydrostatic Testing

3.8.2 Aboveground Piping

3.8.2.1 Hydrostatic Testing

3.8.2.2 Backflow Prevention Assembly Forward Flow Test

3.8.3 Testing of Alarm Devices

3.8.4 Main Drain Flow Test

3.9 FINAL ACCEPTANCE TEST

3.10 ONSITE TRAINING

-- End of Section Table of Contents --

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 1015 (2011) 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 (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

ASME INTERNATIONAL (ASME)

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

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

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

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

SECTION 21 13 13.00 10 Page 3

ASME B16.9 (2012) Standard for Factory-Made Wrought Steel Buttwelding Fittings

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

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

ASTM INTERNATIONAL (ASTM)

ASTM A135/A135M (2009; R2014) Standard Specification for Electric-Resistance-Welded Steel Pipe

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

ASTM A193/A193M (2016) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

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 A563M (2007; R 2013) Standard Specification for Carbon and Alloy Steel Nuts (Metric)

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

ASTM F436M (2011) Hardened Steel Washers (Metric)

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;

SECTION 21 13 13.00 10 Page 4

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

NFPA 1963 (2014) Standard for Fire Hose Connections

NFPA 24 (2013) Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES

(NICET)

NICET 1014-7 (2010) Program Detail Manual for Certification in the Field of Fire Protection Engineering Technology (Field Code 003) Subfield of Automatic Sprinkler System Layout

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013) Seismic Design for Buildings

UNDERWRITERS LABORATORIES (UL)

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

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.

1.2.1 Hydraulic Design

Hydraulically design the system to discharge a minimum density of as indicated on the drawings. The minimum pipe size for branch lines in gridded systems shall be 32 mm . Hydraulic calculations shall be in accordance with the Area/Density Method of NFPA 13 . Water velocity in the piping shall not exceed 6 m/s .

SECTION 21 13 13.00 10 Page 5

1.2.1.1 Hose Demand

Add an allowance for exterior hose streams of 1900 L/min 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 as indicated on the drawings. 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 steel piping, 150 for copper tubing, 140 for new cement-lined ductile-iron piping, and 100 for existing underground 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 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. A drawing showing hydraulic reference points (nodes) and pipe designations used in the calculations shall be included and shall be independent of shop drawings.

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 9 square m for extra hazard occupancies, 12 square m for ordinary hazard occupancies, and 21 square m 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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

SECTION 21 13 13.00 10 Page 6

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

SD-05 Design Data

Sway Bracing ; G Hydraulic Calculations ; G

SD-06 Test Reports

Preliminary Test Report Final Acceptance Test Report

SD-07 Certificates

Inspection by Fire Protection Specialist

SD-10 Operation and Maintenance Data

Operating and Maintenance Manuals ;

1.4 QUALITY ASSURANCE

Compliance with referenced NFPA standards is mandatory. 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 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 Engineering and Surveys (NCEES) or who is certified as a Level III 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

SECTION 21 13 13.00 10 Page 7 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 6 months.

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 1:100 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 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

SECTION 21 13 13.00 10 Page 8 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 UNDERGROUND PIPING COMPONENTS

2.4.1 Pipe

Piping from a point 150 mm above the floor to a point 1500 mm outside the building wall shall be ductile iron with a rated working pressure of 1207 kPa conforming to AWWA C151/A21.51 , with cement mortar lining conforming to AWWA C104/A21.4 . Piping more than 1500 mm outside the building walls shall comply with Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

2.4.2 Fittings and Gaskets

Fittings shall be ductile iron conforming to AWWA C110/A21.10 with cement

SECTION 21 13 13.00 10 Page 9 mortar lining conforming to AWWA C104/A21.4 . 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.