CANAVERAL PORT AUTHORITY · Conflicts between this Section and any of these Codes, Standards, and Regulations are to be brought to the attention of the Owner in writing. The Owner,

CANAVERAL PORT AUTHORITY

Port Canaveral, Florida

CANAVERAL COVE WELCOME CENTER GWWO Project No. 1124

PROJECT MANUAL Volume 2 of 2

June 6, 2012

PERMIT DOCUMENTS

Architect

GWWO Inc./Architects 800 Wyman Park Drive Suite 300

Baltimore, MD, 21211

Structural Engineer Thornton Thomasetti

Master Planning &

Landscape Architect AECOM

Food Service Consultant Nyikos Associates, Inc

MEP Engineer

Henry Adams, LLC

Fire Protection Engineer & Code Consultant

Koffel Associates

Theater & AV Design Theater Consultants Collaborative, LLC

Canaveral Cove Welcome Center Issued for Permit Copyright GWWO, Inc. GWWO Project Number 1124

TABLE OF CONTENTS TOC - 1

TABLE OF CONTENTS VOLUME 1 DIVISION 01 - GENERAL REQUIREMENTS 011000 - SUMMARY ......................................................................................................................... 5 012300 - ALTERNATES .................................................................................................................... 5 012500 - SUBSTITUTION PROCEDURES ...................................................................................... 4 012600 - CONTRACT MODIFICATION PROCEDURES.................................................................. 2 012900 - PAYMENT PROCEDURES................................................................................................ 4 013100 - PROJECT MANAGEMENT AND COORDINATION .......................................................... 9 013200 - CONSTRUCTION PROGRESS DOCUMENTATION ........................................................ 8 013233 - PHOTOGRAPHIC DOCUMENTATION ............................................................................. 3 013300 - SUBMITTAL PROCEDURES ............................................................................................ 10 013543 - ENVIRONMENTAL PROTECTION .................................................................................... 6 014000 - QUALITY REQUIREMENTS .............................................................................................. 8 014200 - REFERENCES .................................................................................................................. 17 015000 - TEMPORARY FACILITIES AND CONTROLS................................................................... 7 016000 - PRODUCT REQUIREMENTS ........................................................................................... 7 017300 - EXECUTION ..................................................................................................................... 11 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL .......................................... 3 017700 - CLOSEOUT PROCEDURES ............................................................................................. 7 017823 - OPERATION AND MAINTENANCE DATA ........................................................................ 8 017839 - PROJECT RECORD DOCUMENTS .................................................................................. 4 017900 - DEMONSTRATION AND TRAINING ................................................................................. 7 DIVISION 02 - EXISTING CONDITIONS 023200 – GEOTECHNICAL INVESTIGATION ................................................................................. 1 DIVISION 03 - CONCRETE 032000 - CONCRETE REINFORCEMENT AT EMBEDDED ASSEMBLIES................................... 14 033000 - CAST-IN-PLACE CONCRETE .......................................................................................... 50 033053 - MISCELLANEOUS CAST-IN-PLACE CONCRETE ........................................................... 8 034500 - PRECAST ARCHITECTURAL CONCRETE ..................................................................... 15 035216 - LIGHTWEIGHT INSULATING CONCRETE ...................................................................... 5 036000 - GROUTING ........................................................................................................................ 7 DIVISION 04 - MASONRY 042200 - CONCRETE UNIT MASONRY.......................................................................................... 16



DIVISION 05 - METALS 051200 - STRUCTURAL STEEL ...................................................................................................... 30 053100 - STEEL DECK .................................................................................................................... 12 054000 - COLD-FORMED METAL FRAMING ................................................................................. 10 055000 - METAL FABRICATIONS .................................................................................................... 9 055001 - SITE METAL FABRICATIONS ........................................................................................... 5 055100 - METAL STAIRS ................................................................................................................. 7 055213 - PIPE AND TUBE RAILINGS .............................................................................................. 8 055214 - SITE PIPE AND TUBE RAILINGS ..................................................................................... 8 057300 - DECORATIVE METAL RAILINGS .................................................................................... 11 057500 - DECORATIVE FORMED METAL ..................................................................................... 10 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 061000 - ROUGH CARPENTRY ....................................................................................................... 8 061063 - EXTERIOR ROUGH CARPENTRY ................................................................................... 7 061600 - SHEATHING ...................................................................................................................... 4 062614 - SOLID MINERAL PROFILE PANELING ............................................................................ 5 064023 - INTERIOR ARCHITECTURAL WOODWORK .................................................................. 12 064216 - FLUSH WOOD PANELING ................................................................................................ 9 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 071326 - SELF-ADHERING SHEET WATERPROOFING ................................................................ 6 072100 - THERMAL INSULATION.................................................................................................... 5 072713 - MODIFIED BITUMINOUS SHEET AIR BARRIERS .......................................................... 7 074213 - METAL WALL PANELS .................................................................................................... 13 075216 - SBS MODIFIED BITUMINOUS MEMBRANE ROOFING ................................................. 10 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING ........................................................ 7 076200 - SHEET METAL FLASHING AND TRIM ............................................................................ 11 078100 - APPLIED FIREPROOFING ................................................................................................ 7 078413 - PENETRATION FIRESTOPPING ...................................................................................... 9 078446 - FIRE RESISTIVE JOINT SYSTEMS .................................................................................. 6 079200 - JOINT SEALANTS ............................................................................................................ 13 DIVISION 08 - OPENINGS 081113 - HOLLOW METAL DOORS AND FRAMES ....................................................................... 10 081416 - FLUSH WOOD DOORS ..................................................................................................... 6 083323 - OVERHEAD COILING DOORS ......................................................................................... 6 084413 - GLAZED ALUMINUM CURTAIN WALLS ......................................................................... 12 087000 - DOOR HARDWARE .......................................................................................................... 21 088000 - GLAZING ........................................................................................................................... 14



089000 - LOUVERS AND VENTS..................................................................................................... 7 DIVISION 09 - FINISHES 092216.23 - GYPSUM BOARD SHAFT WALL ASSEMBLIES ......................................................... 5 092216 - NON-STRUCTURAL METAL FRAMING ........................................................................... 6 092900 - GYPSUM BOARD .............................................................................................................. 8 093000 - TILING ............................................................................................................................... 14 095113 - ACOUSTICAL PANEL CEILINGS ...................................................................................... 7 096229 - CORK FLOORING ............................................................................................................. 6 096400 - WOOD FLOORING ............................................................................................................ 7 096513 - RESILIENT BASE AND ACCESSORIES .......................................................................... 6 096516 - RESILIENT SHEET FLOORING ........................................................................................ 5 096516.13 - LINOLEUM FLOORING ................................................................................................ 6 096519 - RESILIENT TILE FLOORING ............................................................................................ 6 096813 - CARPETING ...................................................................................................................... 8 097200 - WALL COVERINGS ........................................................................................................... 4 099123 - INTERIOR PAINTING ........................................................................................................ 6 099300 - STAINING AND TRANSPARENT FINISHING................................................................... 5 099600 - HIGH-PERFORMANCE COATINGS ................................................................................. 7 099601 - EXTERIOR ARCHITECTURAL COATING ....................................................................... 12 099713 - EXTERIOR METALIZED STEEL AND FLUOROPOLYMER COATING ........................... 7 DIVISION 10 - SPECIALTIES 101423 - SIGNAGE ........................................................................................................................... 9 102113 - TOILET COMPARTMENTS ............................................................................................... 5 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES ............................................................ 6 102801 - MISCELLANEOUS SPECIALITIES ................................................................................... 4 104413 - FIRE PROTECTION CABINETS ....................................................................................... 5 104416 - FIRE EXTINGUISHERS ..................................................................................................... 3 DIVISION 11 – EQUIPMENT 114000 - FOODSERVICE EQUIPMENT .......................................................................................... 54 116170 - PERFORMANCE SOUND, VIDEO AND COMMUNICATIONS ........................................ 12 116170.10 - PERFORMANCE SVC RACKS AND WIRING INFRASTRUCTURE ........................... 8 116170.15 - PERFORMANCE SVC FACEPLATES ......................................................................... 6 116170.20 - PERFORMANCE SVC SOUND SYSTEMS.................................................................. 6 116170.50 - PERFORMANCE SVC ASSISTIVE LISTENING SUBSYSTEM ................................... 2 116170.60 - PERFORMANCE SVC VIDEO SOURCES, OUTPUTS AND ACCESSORIES ............ 4 116170.64 - PERFORMANCE SVC DIGITAL VIDEO ....................................................................... 4 116170.70 - PERFORMANCE SVC CONTROL SUBSYSTEM ........................................................ 5 116170.81 - PERFORMANCE SVC POWER DEVICES .................................................................. 2 116170.99 - PERFORMANCE SVC SYSTEMS EQUIPMENT & COMPONENTS SCHEDULE ...... 4



DIVISION 12 - FURNISHINGS 122413 - ROLLER WINDOW SHADES ............................................................................................ 7 123661 - SIMULATED STONE COUNTERTOPS ............................................................................. 3 124813 - ENTRANCE MATS AND FRAMES .................................................................................... 4 126100 - FIXED AUDIENCE SEATING ............................................................................................ 8 129300 - SITE FURNISHINGS .......................................................................................................... 6 DIVISION 13 - SPECIAL CONSTRUCTION NOT APPLICABLE DIVISION 14 - CONVEYING EQUIPMENT 142100 - ELECTRONIC TRACTION ELEVATORS ......................................................................... 11 VOLUME 2 DIVISIONS 15 THRU 20 NOT APPLICABLE DIVISION 21 - FIRE SUPPRESSION 211313 – WET-PIPE SPRINKLER SYSTEMS ................................................................................ 18 213113 – ELECTRIC DRIVE, CENTRIFUGAL FIRE PUMPS ......................................................... 13 DIVISION 22 - PLUMBING 221129 - PLUMBING SYSTEM PUMPS ........................................................................................... 6 223400 - DOMESTIC WATER HEATERS ........................................................................................ 4 224000 - PLUMBING FIXTURES AND EQUIPMENT ...................................................................... 14 DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 230500 - BASIC MECHANICAL MATERIALS AND METHODS ...................................................... 22 230548 - MECHANICAL SOUND AND VIBRATION CONTROL ...................................................... 8 230700 - MECHANICAL INSULATION ............................................................................................ 12 230923 - HVAC INSTRUMENTATION AND CONTROLS ............................................................... 13 232000 - BUILDING SERVICES PIPING ......................................................................................... 20



233113 - DUCTS AND DUCT ACCESSORIES ............................................................................... 16 233416 - FANS .................................................................................................................................. 6 233616 - AIR TERMINAL UNITS ...................................................................................................... 6 233713 - AIR OUTLETS AND INLETS.............................................................................................. 5 236416 - LIQUID WATER CHILLERS ............................................................................................... 6 236593 - TESTING, ADJUSTING, AND BALANCING ...................................................................... 4 237000 - HEATING, VENTILATING, AND AIR CONDITIONING .................................................... 22 DIVISION 26 - ELECTRICAL 260500 - COMMON WORK RESULTS FOR ELECTRICAL ............................................................ 12 260519 - LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ........................ 8 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ........................................ 6 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS .......................................... 4 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS ............................................. 10 260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS ............... 12 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS ............................................................ 8 260573 - OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY .............................. 6 260923 - LIGHTING CONTROL DEVICES ....................................................................................... 6 260943 - NETWORK LIGHTING CONTROLS ................................................................................. 16 260944 - REMOTE CONTROL LIGHT SWITCHING SYSTEM FOR SITE LIGHTING ................... 12 260961.20 - SOUND, VIDEO AND COMMUNICATIONS CONDUIT SYSTEM ............................... 6 260961.30 - SVC POWER REQUIREMENTS .................................................................................. 4 262200 - LOW-VOLTAGE TRANSFORMERS .................................................................................. 6 262416 - PANELBOARDS ................................................................................................................ 8 262713 - ELECTRICITY METERING ................................................................................................ 2 262726 - WIRING DEVICES ............................................................................................................. 6 262813 - FUSES................................................................................................................................ 4 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS ...................................................... 8 262913 - ENCLOSED CONTROLLERS ........................................................................................... 6 263213 - ENGINE GENERATOR ..................................................................................................... 20 263600 - TRANSFER SWITCHES .................................................................................................... 6 264113 - LIGHTNING PROTECTION FOR STRUCTURES ............................................................. 4 264313 - SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE ELEC POWER CIRCUITS ..... 14 265100 - INTERIOR LIGHTING ....................................................................................................... 10 265600 - EXTERIOR LIGHTING ...................................................................................................... 10 DIVISION 27 - COMMUNICATIONS 271100 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS ..................................................... 6 271300 - COMMUNICATIONS BACKBONE CABLING ................................................................... 14 271500 - COMMUNICATIONS HORIZONTAL CABLING................................................................ 14 275116 - IN-BUILDING PUBLIC SAFETY RADIO ENHANCEMENT SYSTEM ............................... 4 275130 - AREA OF RESCUE ASSISTANCE TWO-WAY AV COMMUNICATION SYSTEM........... 6



DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 281300 - ACCESS CONTROL ......................................................................................................... 42 281600 - INTRUSION DETECTION ................................................................................................. 16 282300 - VIDEO SURVEILLANCE ................................................................................................... 12 283111 - DIGITAL, ADDRESSABLE FIRE ALARM SYSTEM ......................................................... 22 283133.10 - FIRE ALARM SYSTEM AND SVC INTERFACE REQUIREMENTS ............................ 2 DIVISION 29 THRU 30 NOT APPLICABLE DIVISION 31 - EARTHWORK 312216 - LANDSCAPE FINE GRADING .......................................................................................... 4 316213 - PRECAST CONCRETE PILES ......................................................................................... 20 DIVISION 32 - EXTERIOR IMPROVEMENTS 321316 - DECORATIVE CONCRETE PAVING ............................................................................... 12 323223 - SEGMENTAL RETAINING WALLS ................................................................................... 9 328400 - PLANTING IRRIGATION .................................................................................................. 14 329200 - TURF AND GRASSES ...................................................................................................... 10 329300 - PLANTS............................................................................................................................. 18 DIVISION 33 THRU 49 NOT APPLICABLE

Canaveral Cove Welcome Center WET-PIPE SPRINKLER SYSTEMS Issued For Permit 211313 - 1 Copyright GWWO, Inc. GWWO Project Number 1124

SECTION 211313 - WET-PIPE SPRINKLER SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section establishes the minimum technical requirements for the materials, design, installation and certification of automatic fire sprinkler systems.

B. The work of this Section includes wet pipe sprinkler systems, as defined by NFPA 13, and automatic wet-type, Class I standpipe systems, as defined by NFPA 14.

C. System, installation, testing and certification:

1. A licensed sprinkler contractor, who is now and has been engaged in the installation of automatic sprinkler systems for the past five (5) years, shall install the system. Completed installation to be inspected by a NICET Level III technician before hydrostatic test is performed.

2. Installation, testing and certification of the system are to be done in accordance with applicable NFPA and International Code Council (ICC) Standards, as amended by Brevard County and the state of Florida.

3. The Contractor shall possess any necessary sprinkler license(s) required by Brevard County and the state of Florida.

D. Furnish and install devices, material, and equipment, including, but not limited to, the following:

1. Piping and valves 2. Pipe supports, anchors, and hangers 3. Pipe sleeves and appropriate fire stopping products for system piping passing through

walls, floors, and ceilings. 4. Sprinklers 5. Spare sprinklers, cabinets and wrench for each type of sprinkler. 6. Valve supervisory switches and water-flow alarm devices (e.g. flow switches, tamper

switches). 7. Other operational spare parts cabinets, and special maintenance and repair tools, as

required. 8. Equipment identification signs and labels for fire protection equipment. 9. Provide installed systems that are complete, including incidental items, which are

essential, but which may not be expressly described by this Section.

E. Provide all City, County, Port Authority and other permits and supervision fees required, relative to the work of this Section.

F. Section Includes:


1. Standpipes 2. Pressure gages 3. Pipes, fittings, and specialties 4. Fire-protection valves 5. Inspector’s test connections 6. Sprinklers 7. Water flow alarm and tamper devices 8. Escutcheons 9. Valve and drain identification signage 10. Hangers.

G. Related Sections:

1. Division 21 Section Electric-Drive, Centrifugal Fire Pumps for fire pumps, pressure-maintenance pumps, and fire-pump controllers.

2. Division 28 Section Digital, Addressable Fire Alarm System for alarm devices not specified in this Section.

1.3 DEFINITIONS

A. High-Pressure Sprinkler Piping. Wet-pipe sprinkler system piping designed to operate at working pressure higher than standard 175 psig, but not higher than 300 psig.

B. Standard-Pressure Sprinkler Piping. Wet-pipe sprinkler system piping designed to operate at working pressure of 175 psig maximum.

C. Authority Having Jurisdiction. All references to the Authority Having Jurisdiction (AHJ) shall mean the Cape Port Authority (CPA).

D. Owner. All references to the "Owner" herein shall mean Cape Port Authority (CPA).

E. Contractor. All references to the Contractor herein shall mean the vendor, supplier, organization, or individual that has contracted to provide and install the systems and components described by this Section to the Owner.

F. Engineer. All references to Engineer shall mean Koffel Associates, Inc.

G. Listed. Equipment, materials, or services included in the UL Fire Protection Equipment Directory, latest edition. All materials or equipment shall be listed for their intended purpose.

1.4 REFERENCES

A. The following Codes, Standards, and Regulations are considered to be part of this Section. Ensure that all suppliers of equipment, material or services are aware of the requirements of this Section and that these requirements are followed.

Conflicts between this Section and any of these Codes, Standards, and Regulations are to be brought to the attention of the Owner in writing. The Owner, or their duly appointed representative, will determine which requirement applies to the work of this Section.

B. National Fire Protection Association (NFPA)


1. NFPA 13, Installation of Sprinkler Systems, 2007 Edition 2. NFPA 14, Installation of Standpipe and Hose Systems, 2007 Edition 3. NFPA 20, Stationary Pumps for Fire Protection, 2007 Edition 4. NFPA 25, Inspection, Testing, and Maintenance of Water-Based Fire Protection

Systems, 2008 Edition 5. NFPA 70, National Electric Code, 2008 Edition 6. NFPA 72, National Fire Alarm Code, 2007 Edition 7. Florida Fire Prevention Code (FFPC) 2010 Edition, which amends NFPA 101

®, Life

Safety Code® 2009 Edition and NFPA 1, Fire Code, 2009 Edition.

C. International Code Council (ICC)

1. Florida Building Code (FBC) 2010 Edition, which amends the International Building Code (IBC) 2009 Edition

D. Underwriters Laboratories (UL)

1. Fire Protection Equipment Directory 2012 2. Building Materials Directory 2012 3. Fire-Resistance Directory 2012

1.5 PERFORMANCE REQUIREMENTS

A. Standard-Pressure Piping System Component: Listed for 175-psig minimum working pressure.

B. High-Pressure Piping System Component: Listed for 300-psig working pressure.

C. Sprinkler system design shall be approved by AHJ.

1. Margin of Safety for Available Water Flow and Pressure: 10 percent, including losses through water-service piping, valves, and backflow preventers.

2. Sprinkler Occupancy Hazard Classifications:

a. Building Service Areas: Ordinary Hazard, Group 1 b. Exhibit Spaces: Ordinary Hazard, Group 1 c. General Storage Areas: Ordinary Hazard, Group 1 d. Mechanical and Electrical Equipment Rooms: Ordinary Hazard, Group 1 e. Offices and Public Areas: Light Hazard f. Cafe Service Areas: Ordinary Hazard, Group 1.

3. Minimum Density for Automatic-Sprinkler Piping Design:

a. Light-Hazard Occupancy: 0.10 gpm over 1500 sq ft area b. Ordinary-Hazard, Group 1 Occupancy: 0.15 gpm over 1500 sq ft area c. Ordinary-Hazard, Group 2 Occupancy: 0.20 gpm over 1500 sq ft area d. Reductions in coverage area as permitted by NFPA 13.

4. Maximum Protection Area per Sprinkler: Per UL listing.

5. Total Combined Hose-Stream Demand Requirement: According to NFPA 13 unless otherwise indicated:

a. Light-Hazard Occupancies: 100 gpm for 30 minutes


b. Ordinary-Hazard Occupancies: 250 gpm for 60 minutes.

1.6 SUBMITTALS

A. Submittals are to be made in accordance with the applicable NFPA Standards and this Specification.

B. The Contractor shall provide all equipment submittals, shop drawings, and “As-Built” record drawings to the Engineer, prior to submittal to the Owner, or Owner’s representative.

1. The Engineer, Owner, or their duly appointed individual(s), shall review the submittals and provide written comments, where appropriate. The Contractor shall make required corrections to the submittals and forward revised documentation to the Owner, Engineer, or Owner’s representative.

2. The Contractor shall provide a point-by-point written response to all comments generated by the Owner’s reviewer, including a description of corrective action taken.

3. Two reviews of each submission (shop drawings/equipment submittals and “As-Built” record drawings), for a total of four, shall be provided by the Engineer and Owner. The Owner shall be permitted to deduct the cost for such additional reviews from Contractor’s final bid price.

C. Approval:

1. The word "Approved", where used in this Specification, requires the approval or acceptance of the AHJ and the Owner. It is the Contractor’s responsibility to obtain written approval for the shop drawings and component literature from the AHJ and the Owner prior to fabrication and shipment of any portion of the systems.

2. All approved shop drawings are to bear the stamp of approval of the AHJ. 3. It is the Contractor’s responsibility to submit drawings, design information, and

component literature to the Owner for review at least 2 weeks before fabrication and shipment of any portion of the system.

4. The Contractor is responsible for preparing responses to all AHJ comments. All questions, comments, and responses are to be reviewed by the Owner.

D. Contractor Submittals:

1. Shop Drawing Submittals

a. Submit hydraulic calculations, clearly labeled, for the system. Computer programs combining Computer Aided Drafting (CAD) and hydraulic calculation software programs are NOT to be used for any submittals to the Owner or AHJ. Separate CAD and hydraulic calculation software shall be used for all submittals.

b. Indicate hydraulic calculation reference points, detailed pipe layout, pipe sizes, hangers and supports, components and accessories, riser and valve details, elevation of system piping, etc.

c. Provide a legend defining all symbols, notations, and abbreviations used on all drawings. Symbols are to comply with NFPA 170.

d. All shop drawings shall be prepared at a scale of 1/8” = 1’-0” on drawings of uniform size and quality.

e. Shop drawings and hydraulic calculations shall comply with NFPA 13.

2. Equipment Submittals:


a. Provide, in bound form, manufacturer’s literature for all products to be provided, including sprinklers and accessories, valves, gauges, alarm flow switches, valve supervisory switches, trim packages, electrical devices, signs, pipe, fittings, hangers and supports, etc.

b. Note, where the individual product data sheet indicates more than one product, finish, or configuration, the proposed material shall be clearly indicated by highlighting, arrows, or other suitable means.

c. Provide, at the front of each booklet, a complete bill of materials. d. Specify finish for the sprinklers, valves, enclosures, etc. e. Clearly indicate on a separate sheet, any devices provided in alternate to that

specified.

3. Required and recommended spare parts lists; include both operational and start-up spares.

4. Results of testing for microbiologically-influenced corrosion. 5. List of special tools. 6. Hydrostatic test procedures. 7. Performance test procedures. 8. Quality Verification Documents:

a. Provide verification that the systems installed have been tested and meet or exceed the requirements of the applicable NFPA Standards and this Specification.

b. Hydrostatic test results c. Test and certification reports, as required by NFPA 13.

9. Contractor Record Drawings and Calculations:

a. The Contractor shall maintain, on the site, an up-to-date record set of approved shop drawings, which shall be marked to show each and every change made to the system from the original approved shop drawings. This shall not be construed as authorization to deviate from or make changes to the shop drawings approved by the Owner, without written instruction from the Owner in each case. The Owner, or their duly appointed representative, shall review all proposed design changes. This set of drawings shall be used only as a record set. These drawings shall be made available to the Owner upon request.

b. Upon completion of the work (within two weeks), the record (“As-Built”) set of prints shall be used by the Contractor to prepare complete, accurate final record drawings, reflecting any and all changes and deviations made to the system. “Red-lined” shop drawings are not acceptable.

c. Upon completion of the work, the Contractor shall submit two sets of updated record drawings to the Owner for review and approval.

d. After review and approval, the Contractor shall provide contractor record drawings on compact disc in AutoCAD or REVIT format to the Owner. A set of record drawings shall be given to the Owner.

e. After review and approval, the Contractor shall provide record drawings and hydraulic calculations on compact disc to the Owner.

10. Operation and Maintenance Data:

a. Prepare and submit operation and maintenance manuals and information, as required by the manufacturer of system components. Submittals are to be made to the Owner, Engineer, or Owner’s representative.

b. Manuals shall be bound in a three-ring binder with a cover page indicating project name, project location; Owner name; Contractor name, address, and telephone


number; date. Provide a table of contents and tabbed dividers to separate each section of the manual.

c. Maintenance data submitted is to include components of system, servicing requirements, record (i.e., "As Built") drawings and hydraulic calculations, inspection data, replacement part numbers and availability, and location and phone numbers of the nearest 24-hour, seven-days-a-week, service depots.

d. Include list of required and recommended spare parts. e. Include complete, accurate, step-by-step testing instructions, giving recommended

and required testing frequency of all equipment, and methods for testing each individual piece of equipment.

11. Coordination Drawings: Sprinkler systems, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved:

a. Domestic water piping. b. Compressed air piping. c. HVAC hydronic piping. d. Items penetrating finished ceiling include the following:

1) Lighting fixtures. 2) Air outlets and inlets.

12. Fire-hydrant flow test report accompanied by or prior to shop drawing submission. 13. Fire-pump performance test report. 14. Field Test Reports and Certificates: Indicate and interpret test results for compliance

with performance requirements and as described in NFPA 13. Include "Contractor's Material and Test Certificate for Aboveground Piping."

1.7 QUALITY ASSURANCE

A. Each item of equipment shall be capable of performing its function over an extended period of time with a minimum of attention and maintenance. All equipment and material shall be constructed using new materials designed and built in accordance with the best practices of the industry. Each item of equipment shall be listed in the Underwriter’s Laboratory (UL) Directory. Each major item of equipment shall bear the manufacturer's name or trademark; serial number; UL label; operating instructions and hydraulic characteristic conditions, etc., where applicable.

B. The equipment and material manufacturers, designers and installers shall be actively engaged in the sprinkler industry and projects in the state of Florida. Equipment and installation shall comply with the year edition of NFPA 13 which is applicable at the time of contract execution. NICET certification is required.

C. Welding: Qualify processes and operators according to ASME Boiler and Pressure Vessel Code: Section IX.

1.8 COORDINATION

A. Coordinate layout and installation of sprinklers with other construction that penetrates ceilings, including light fixtures, HVAC equipment, and partition assemblies.


1.9 EXTRA MATERIALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1.10 DELIVERY, STORAGE & HANDLING

A. Products are to be delivered, stored, and protected at the site by the installing company, in accordance with the requirements of the manufacturer. The installer’s staging and work areas shall be coordinated with, and approved by, the Owner.

B. Unless otherwise directed by the manufacturer, store and maintain products in shipping containers until installation. Provide temporary inlet and outlet caps for piping and similar materials. Maintain caps in place until installation.

PART 2 - PRODUCTS

2.1 GENERAL

A. Provide only devices, equipment and materials that are Underwriters' Laboratories (UL) listed for the use intended.

B. All equipment of a similar type shall be of the same manufacturer.

C. Asbestos and asbestos-containing materials are not acceptable or permitted.

D. All system components shall be listed for a maximum working pressure of 300 psi.

2.2 STANDPIPES

A. Provide automatic wet-pipe Class I standpipe system.

B. Provide hose connection no less than 3½ ft and more than 5 ft above floor.

C. Provide pressure gages at the top of each standpipe.

D. Ensure hose connection does not project into required occupant egress width.

2.3 PRESSURE GAGES

A. Standard: UL 393.

B. Bourdon tube type with 3½-in diameter case, 0-300-psig range, capable of being readjusted with a hydraulic testing unit.

2.4 DUCTILE-IRON PIPE AND FITTINGS

A. Mechanical-Joint, Ductile-Iron Pipe: ANSI/AWWA C151/A21.51, cement lined with mechanical-joint bell end and plain end with bituminous coating.


1. Mechanical-Joint, Ductile-Iron Fittings: ANSI/AWWA C110/A21.10, ductile- or gray-iron standard pattern.

2. Glands, Gaskets, and Bolts: AWWA C111, ductile- or gray-iron gland, rubber gasket, and steel bolts and nuts.

2.5 STEEL PIPE AND FITTINGS

A. Threaded-End, Standard-Weight Steel Pipe: ASTM A 53/A 53M, ASTM A 135, or ASTM A 795, hot-dip galvanized where indicated and with factory- or field-formed threaded ends. Threaded piping less than standard weight shall not be permitted on this project.

1. Cast-Iron Threaded Flanges: ASME B16.1. 2. Malleable-Iron Threaded Fittings: ASME B16.3. 3. Gray-Iron Threaded Fittings: ASME B16.4. 4. Steel Threaded Pipe Nipples: ASTM A 733, made of ASTM A 53/A 53M or ASTM A 106,

Schedule 40, seamless steel pipe. Include ends matching joining method. 5. Steel Threaded Couplings: ASTM A 865.

B. Plain-End, Standard-Weight Steel Pipe: ASTM A 53/A 53M, ASTM A 135, or ASTM A 795.

1. Steel Welding Fittings: ASTM A 234/A 234M, and ASME B16.9 or ASME B16.11. 2. Steel Flanges and Flanged Fittings: ASME B16.5.

C. Grooved-End, Standard-Weight Steel Pipe: ASTM A 53/A 53M, ASTM A 135, or ASTM A 795, with factory- or field-formed, roll-grooved ends.

1. Grooved-Joint Piping Systems:

a. Grooved-End Fittings: UL-listed, ASTM A 536, grade 65-45-12 and ASTM A-395, grade 65-45-15 ductile-iron casting with OD matching steel-pipe OD, short pattern designed for fire protection systems.

b. Grooved-End Pipe-Couplings: UL 213 and AWWA C606, ASTM-A-395, Grade 65-45-15 or ASTM-A-536, Grade 65-45-12, rigid pattern with angle pad design, gasketed fitting matching steel pipe OD. Include ductile-iron housing with keys matching steel pipe and fitting grooves, grade “E” EPDM rubber gasket listed for use with housing steel bolts and nuts.

c. Couplings and fittings shall be furnished by same manufacturer.

D. Grooved-End, Schedule 10 Steel Pipe: ASTM A 135 or ASTM A 795, Schedule 10 in NPS 2½ to NPS 10; with factory-or field-formed, roll-grooved ends.

1. Grooved-Joint Piping Systems:

a. Grooved-End Fittings: UL-listed, ASTM A 536, grade 65-45-12 and ASTM A-395, grade 65-45-15, ductile-iron casting with OD matching steel-pipe OD, short pattern designed for fire protection systems.

b. Grooved-End Pipe-Couplings: UL 213 and AWWA C606, ASTM-A-395, Grade 65-45-15 or ASTM-A-536, Grade 65-45-12 rigid pattern with angle pad design, gasketed fitting matching steel pipe OD. Include ductile-iron housing with keys matching steel pipe and fitting grooves, grade “E” EPDM rubber gasket listed for use with housing steel bolts and nuts.

c. Couplings and fittings shall be furnished by same manufacturer.


2.6 SPRINKLER SPECIALTY FITTINGS

A. Sprinkler specialty fittings shall be UL listed, with 175-psig minimum working-pressure rating, and made of materials compatible with piping. Sprinkler specialty fittings shall have 300-psig minimum working-pressure rating if fittings are components of high-pressure piping system.

1. Mechanical-T and -Cross Fittings: UL 213, ductile-iron housing with gaskets, bolts and nuts, and threaded, locking-lug, or grooved outlets.

2. Fittings that incorporate the use of a set screw or bolt tightened against a section of piping shall not be permitted.

3. Adjustable drop nipples that use EPDM O-rings shall not be permitted.

B. Sprinkler Inspector's Test Fitting: Cast or ductile-iron housing with threaded inlet and drain outlet and sight glass.

2.7 LISTED FIRE-PROTECTION VALVES

A. General Requirements:

1. Valves shall be UL listed or FM approved. 2. Minimum Pressure Rating for Standard-Pressure Piping: 175 psig. 3. Minimum Pressure Rating for High-Pressure Piping: 300 psig.

B. Check Valves NPS 2 (DN 50) and Larger: UL 312, swing type, cast-iron body with flanged or grooved ends.

C. Gate Valves: UL 262, OS&Y type

1. NPS 2 and Smaller: Bronze body with threaded ends. 2. NPS 2½ and Larger: Cast-iron body with flanged ends. 3. Gate valves shall be capable of being repaired under pressure in the fully open position.

Valves shall be equipped with flanged ends and be provided with listed valve supervisory switches suitable for final connection to the building fire alarm system.

D. Butterfly Indicating Valves: UL 1091, with integral indicating device and ends matching connecting piping.

1. Indicator: Electrical, 115-V ac, prewired, single-circuit, supervisory switch or Electrical, 115-V ac, prewired, 2-circuit, supervisory switch.

2. NPS 2 and Smaller: Ball or butterfly valve with bronze body and threaded ends. 3. NPS 2-1/2 and Larger: Butterfly valve with cast- or ductile-iron body; wafer type or with

flanged or grooved ends. Butterfly valves shall have internal gear operator handwheel, stainless steel valve stem and be provided with a position indicator. Valves shall have factory provided grooved ends and be provided with integral valve supervisory switches suitable for final connection to the building fire alarm system.

2.8 SPRINKLER SPECIALTY PIPE FITTINGS

A. Sprinkler Inspector's Test Fittings:

1. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing

2. Pressure Rating: 300 psig


3. Body Material: Cast- or ductile-iron housing with sight glass 4. Size: Same as connected piping 5. Inlet and Outlet: Threaded.

B. Flexible, Sprinkler Hose Fittings:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. FlexHead Industries, Inc.

2. Standard: UL 1474 3. Type: Flexible hose for connection to sprinkler, and with bracket for connection to

ceiling grid 4. Pressure Rating: 300 psig 5. Size: Same as connected piping, for sprinkler.

2.9 SPRINKLERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. Reliable Automatic Sprinkler Co., Inc. 2. Tyco Fire & Building Products LP 3. Victaulic Company 4. Viking Corporation.

B. General Requirements:

1. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing.

2. Pressure Rating for Automatic Sprinklers: 175 psig minimum if sprinklers are not components of high-pressure rated piping.

3. Pressure Rating for High-Pressure Automatic Sprinklers: 250 psig. 4. All sprinklers shall be quick response, glass bulb type, temperature rated for specific

hazard. Standard response sprinklers shall be used where quick response sprinklers are prohibited by their listing.

5. All sprinklers within a particular compartment shall have the same spray pattern and response time characteristics.

C. Sprinkler Finishes:

1. Brass for uprights 2. Factory-Painted white for pendents and sidewalls.

D. Sprinkler Escutcheons: Materials, types, and finishes for the following sprinkler mounting applications. Escutcheons for concealed, flush, and recessed-type sprinklers are specified with sprinklers.

1. Ceiling Mounting: White painted steel, one piece, flat white painted steel, 2 piece, with 1-in vertical adjustment.

2. Sidewall Mounting: White painted steel, one piece, flat.


E. Sprinkler Guards:

1. Standard: UL 199. 2. Type: Wire cage with fastening device for attaching to sprinkler.

2.10 SPRINKLER SCHEDULE

A. Use sprinkler types in subparagraphs below for the following applications:

1. Rooms without Ceilings: Upright sprinklers 2. Rooms with Suspended Ceilings: Concealed pendent sprinklers with matching push-on

escutcheon plate. Brass, with factory-painted white cover plate. 3. Rooms with Gypsum Ceilings less than 12 ft above finished floor: Concealed pendent

sprinklers with matching push-on escutcheon plate. Brass, with factory-painted white cover plate.

4. Rooms with Gypsum Ceilings 12 ft or more above finished floor: White, recessed pendent sprinklers factory painted to match ceiling with matching push-on escutcheon.

5. Wall Mounting: Concealed sidewall sprinklers with matching push-on escutcheon plate. Brass, with factory-painted white cover plate.

6. Special Applications: Extended-coverage sprinklers are permitted. 7. Sprinkler Finishes:

a. Upright, Pendent, Recessed and Sidewall Sprinklers: Factory-painted white in finished spaces exposed to view; brass in unfinished spaces exposed to view; wax coated where exposed to acids, chemicals, or other corrosive fumes.

2.11 ALARM DEVICES

A. Alarm-device types shall match piping and equipment connections.

B. Water-Flow Indicators:

1. Standard: UL 346 2. Type: Electrically supervised water-flow switch with retard feature 3. Components: Two single-pole, double-throw circuit switches for isolated alarm and

auxiliary contacts, 7 A, 125-V ac and 0.25 A, 24-V dc; complete with factory-set, field-adjustable retard element to prevent false signals and tamperproof cover that sends signal if removed.

4. Type: Paddle operated. Switches shall be provided with a field adjustable retard between 0 and 60 seconds. Retard shall be initially set at 20 seconds. Switches shall be capable of detecting flows of at least 10 gpm.

5. Pressure Rating: 250 psig. 6. Design Installation: Horizontal or vertical.

C. Valve Supervisory Switches:

1. Standard: UL 346 2. Type: Electrically supervised 3. Components: Single-pole, double-throw switch with normally closed contacts 4. Design: Signals that controlled valve is in other than fully open position. Removal of

switch cover shall cause the supervisory initiating device to operate.


2.12 ESCUTCHEONS

A. Shall be provided for all piping passing through walls and finished ceilings. Escutcheons shall completely conceal the annular space between the pipe and the surface penetrated, including any required fire-stopping material.

2.13 IDENTIFICATION SIGNS AND LABELS

A. Provide an identification sign or label for all devices furnished under this Section that require operation. Clearly inscribe all pertinent function and operating information and instructions on the sign. Examples of devices requiring such labels include: shut-off, drain, and alarm test valves.

2.14 HANGERS

A. Piping shall be adequately supported from the building structure by listed ferrous hanger assemblies, installed in accordance with NFPA 13. Hanger components attached to the building structure or piping shall be UL listed.

B. All hangers shall be securely attached to the building structure. In no case shall hangers be supported by other hanger systems, such as those supporting mechanical or electrical systems. Hangers shall allow for proper expansion and contraction of building structural elements and the sprinkler piping.

C. Powder driven fasteners are not permitted.

D. Provide surge restraint, as required by NFPA 13, where system-working pressure exceeds 100 psi.

E. All hanger rods shall be installed plumb.

PART 3 - EXECUTION

3.1 PREPARATION

A. Perform fire-hydrant flow test according to NFPA 13 and NFPA 291.

B. Report test results promptly and in writing. Submit results with shop drawing review documents.

C. Coordinate the installation of all fire protection and suppression systems, equipment and material with that of other contractors, to ensure the required sequence and to eliminate delays in the completion of the work.

3.2 SERVICE-ENTRANCE PIPING

A. Connect sprinkler piping to water-service piping for service entrance to building. Comply with requirements for exterior piping.


B. Install shutoff valve, check valve, pressure gage, and drain at connection to water service.

3.3 PIPING INSTALLATION

A. Install equipment in accordance with manufacturer's instructions and the requirements of the applicable NFPA Code or Standard.

B. Piping – General

1. All piping shall be pitched to drain to the main drain valve without the use of auxiliary drain connections. Auxiliary drains, where necessary, must be approved by the Owner or Engineer.

2. Place pipe runs to minimize obstruction to other work. 3. Route piping in orderly manner, plumb and parallel to building structure. Maintain

gradient, as required for drainage. 4. Install piping to conserve building space, and not interfere with use of space and other

work. 5. Install piping to allow for expansion and contraction without stressing pipe, joints, or

connected equipment. 6. Install pipes, valves, and fittings requiring maintenance or replacement, with unions or

flanged connections and isolating valves, to permit easy removal. 7. Avoid interferences with all other piping, cable trays, and equipment that is installed, or

will be installed, in the protected area. 8. Install "Inspector's Test Connections" in sprinkler system piping, complete with shutoff

valve, and sized and located according to NFPA 13. 9. Install sprinkler control valves, test assemblies, and drain risers adjacent to standpipes

when sprinkler piping is connected to standpipes. 10. Install hangers and supports for sprinkler system piping according to NFPA 13. Comply

with requirements for hanger materials in NFPA 13. 11. Install pressure gages on riser or feed main and at top of each standpipe. Include

pressure gages with connection and soft metal seated globe valve, arranged for draining pipe between gage and valve. Install gages to permit removal, and install where they will not be subject to freezing.

3.4 JOINT CONSTRUCTION

A. Dissimilar-Material Piping Joints: Make joints using adapters compatible with materials of both piping systems.

1. NPS 2 and Smaller: Use dielectric unions, couplings, or nipples 2. NPS 2½ to NPS 4: Use dielectric flanges 3. NPS 5 and Larger: Use dielectric flange insulation kits.

3.5 VALVE AND SPECIALTIES INSTALLATION

A. Install listed fire-protection valves, trim and drain valves, specialty valves and trim, controls, and specialties according to NFPA 13 and the AHJ.

B. Install listed fire-protection shutoff valves supervised open, located to control sources of water supply except from fire-department connections. Install permanent identification signs indicating portion of system controlled by each valve.


C. Install valves with stems upright or horizontal, not inverted. Remove protective coatings after installation.

D. Provide a chain operator for manual sprinkler system control valves, which are more than seven feet from floor or platforms.

E. Provide OS&Y or butterfly valves for shut-off or isolating service.

F. Tighten valve glands as the pipelines are erected. Install additional valve gland packing rings, if necessary, to provide a seal and ensure tight working conditions after valves are placed in service.

3.6 ESCUTCHEON INSTALLATION

A. Install escutcheons for penetrations of walls, ceilings, and floors.

3.7 SLEEVE INSTALLATION

A. General Requirements: Install sleeves for pipes and tubes passing through penetrations in floors, partitions, roofs, and walls.

B. Cut sleeves to length for mounting flush with both surfaces, unless otherwise indicated.

C. Install sleeves in new partitions, slabs, and walls as they are built.

D. For interior wall penetrations, seal annular space between sleeve and pipe or pipe insulation using joint sealants appropriate for size, depth, and location of joint.

E. For exterior wall penetrations above grade, seal annular space between sleeve and pipe using joint sealants appropriate for size, depth, and location of joint.

F. For exterior wall penetrations below grade, seal annular space between sleeve and pipe using sleeve seals.

G. Seal space outside of sleeves in concrete slabs and walls with grout.

H. Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Comply with requirements for firestop materials and installations in Division 07 Section "Penetration Firestopping" and applicable code requirements.

3.8 SLEEVE SEAL INSTALLATION

A. Install sleeve seals in sleeves in exterior concrete walls at water-service piping entries into building.

B. Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve.


Assemble sleeve seal components and install in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal.

3.9 IDENTIFICATION

A. Install labeling and pipe markers on equipment and piping according to requirements in NFPA 13.

3.10 FIELD QUALITY CONTROL

A. Perform tests and inspections.

B. Tests and Inspections:

1. Leak Test: After installation, charge systems and test for leaks. Repair leaks and retest until no leaks exist.

2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

3. Flush, test, and inspect sprinkler systems according to NFPA 13, "Systems Acceptance" Chapter.

4. Energize circuits to electrical equipment and devices. 5. Start and run excess-pressure pumps. 6. Coordinate with fire-alarm tests. Operate, as required. 7. Coordinate with fire-pump tests. Operate, as required. 8. Verify that equipment hose threads are same as local fire-department equipment.

C. Sprinkler piping system will be considered defective if it does not pass tests and inspections.

D. Prepare test and inspection reports.

3.11 SPRINKLER INSTALLATION

A. Install sprinklers in suspended ceilings in center of acoustical ceiling panels and tiles.

B. Do not install pendent or sidewall, wet-type sprinklers in areas subject to freezing. Use dry-type sprinklers with water supply from heated space, except where protected by dry-pipe systems on contract drawings.

C. Do not install sprinklers and their supply piping directly above electrical equipment and transformers.

3.12 CONNECTIONS

A. Drawings indicate general arrangement of piping, fittings, and specialties.

B. Install piping adjacent to equipment to allow service and maintenance.

C. Connect piping to specialty valves, hose valves, specialties, fire department connections, and accessories.

D. Electrical Connections: Power wiring is specified in applicable Division Sections.


E. Connect alarm devices to fire alarm.

F. Ground equipment according to applicable Division Sections "Grounding and Bonding for Electrical Systems."

G. Connect wiring according to applicable Division Sections "Low-Voltage Electrical Power Conductors and Cables."

H. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B.

3.13 LABELING AND IDENTIFICATION

A. Install labeling and pipe markers on equipment and piping according to requirements in NFPA 13 and in applicable Division Sections "Identification for Plumbing Piping and Equipment."

3.14 FIELD QUALITY CONTROL

A. Perform the following field tests and inspections and prepare test reports:

1. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist.

2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

3. Energize circuits to electrical equipment and devices. 4. Flush, test, and inspect sprinkler systems according to NFPA 13, "Systems Acceptance"

Chapter. 5. Flush, test, and inspect standpipe systems according to NFPA 14, "System Acceptance"

Chapter. 6. Coordinate with fire alarm tests. Operate, as required. 7. Verify that equipment hose threads are the same as local fire-department equipment.

B. Completed installation is to be inspected by a minimum NICET Level III technician or professional engineer before a hydrostatic test is performed. Minimum NICET Level III technician or professional engineer shall provide a written approval indicating that the installation is compliant with applicable codes, standards, and specifications.

C. Sprinkler piping system will be considered defective if it does not pass tests and inspections.

D. Report test results promptly and in writing to Architect and Owner.

3.15 Acceptance testing

A. General

1. After all system components and associated piping are installed, notify the Owner, in writing, that the systems are ready for inspection.

2. Provide a completed Certificate of Completion for Aboveground Piping to the Project Manager for review prior to “walk-through” inspection.


3. Participate in a "walk-through" inspection of all fire protection systems with the Owner, and others as requested or required by the Owner. The intent of the "walk-through" is to obtain agreement from all parties that systems are ready for functional testing. Contrac-tor shall make all connections necessary to address Owner and/or AHJ comments, at no additional cost to the Owner.

4. Perform hydrostatic tests and certification only after successful inspection and functional testing of all fire protection systems are completed and necessary corrective action has been taken. Acceptance tests are to be witnessed by the AHJ, and the Owner. Contractor shall provide a minimum of two (2) weeks advance notice of the pending tests to the Owner, to permit scheduling of required personnel and to prevent any disruptions to any other on-site activities.

5. Prior to final system acceptance tests, prepare written instructions outlining all tests to be conducted and how tests are to be performed. At the time of tests, inform all witnessing personnel of the following:

a. Purpose of Test b. Test Procedures c. Anticipated Results

6. Decision by witnessing personnel not to witness field acceptance tests or inspections does not relieve the Contractor from full responsibility for the quality and correctness of the work.

7. Conduct all acceptance tests and certification in accordance with the referenced NFPA Standards and the manufacturer's instructions, where applicable.

8. Upon successful completion of tests, furnish a complete record of all tests and results to the Owner. Complete and provide to the Owner all forms and reports described in the applicable NFPA standards.

9. Replace parts, which are furnished under this contract and found to be defective and not mechanically abused (as determined by the Owner) at no cost to the Owner.

B. Water Systems

1. Perform acceptance tests, certification and approval in accordance with the applicable NFPA standards and the manufacturer's instructions, where applicable.

2. After installation, hydrostatically test all piping at 200 psi or 50 psi above the maximum system working pressure (whichever is greater), as required by NFPA 13.

3. Functionally test all valves and manual operating devices. 4. Provide protective covers for equipment that could be damaged by water during testing. 5. Provide protection of adjacent areas that may be exposed to or damaged by water

discharged during testing. 6. After tests are completed, remove all covers and clean up any water produced by the

test(s), if required by the Installer.

C. Acceptance

1. Any portion of the work or equipment, or accessories failing to meet the requirements of this Section, as determined by the Owner, is to be promptly modified, repaired or replaced, as necessary, by the responsible party. The costs of such work and the cost of any further tests or inspections to show such compliance will be at no additional charge to the Owner.

2. If after the tests, the Owner is convinced that the installed equipment clearly meets the capability and performance guarantees, and that it is otherwise in accordance with this Section, the equipment and installation will be accepted.

3. Upon final acceptance by the Owner, the Contractor shall provide the Owner with a final bound copy of the following:


a. “As-Built” shop drawings and hydraulic calculations b. All operation and maintenance manuals c. Guarantees and one (1) year warranty on all equipment.

3.16 CLEANING AND PROTECTION

A. Clean dirt and debris from sprinklers.

B. Paint exposed sprinkler piping white or other color as field directed by Owner.

C. Remove and replace sprinklers with paint other than factory finish.

D. Protect sprinklers from damage until Substantial Completion.

3.17 DEMONSTRATION

A. Engage a knowledgeable representative to train Owner's maintenance personnel to adjust, operate, and maintain specialty valves. Refer to Division 1 Section "Demonstration and Training" for additional information.

END OF SECTION 211313

Canaveral Cove Welcome Center ELECTRIC DRIVE CENTRIFUGAL FIRE PUMPS Issued For Permit 213113 - 1 Copyright GWWO, Inc. GWWO Project Number 1124

SECTION 213113 - ELECTRIC DRIVE, CENTRIFUGAL FIRE PUMPS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Specification establishes the minimum technical requirements for the materials, design, installation and certification of electric-drive horizontal split-case fire pumps, hereafter referred to as the system.

B. The work of this Specification involves ordering, delivery, and installation of a prefabricated exterior pump house containing an electric-drive horizontal split-case fire pump and its appurtenances, related system pipe, valves, controllers, and associated trim.

C. System installation, testing and certification:

1. Ordering, delivery, and installation of the prefabricated pump house system shall be coordinated with the general contractor.

2. Flush underground main at 1000 gpm minimum prior to connection to pump. 3. Sprinkler piping connections shall be performed by a licensed sprinkler contractor, who is

now or has been engaged in the installation of fire pumps for the past five years. The sprinkler contractor shall possess a valid sprinkler license issued by the state of Florida.

4. Electrical connections shall be performed by a licensed electrical contractor. 5. Completed installation shall be inspected by the Owner and Authority Having Jurisdiction

(AHJ) before the hydrostatic test or final acceptance is performed.

D. Furnish and install devices, material, and equipment including, but not limited to, the following:

1. Prefabricated fire pump house 2. Fire pump and variable speed drive (VSD) controller 3. Automatic transfer switch 4. Piping and valves 5. Extension of 8-in underground piping to the aboveground fire pump suction flange. 6. Extension of 8-in underground piping to the aboveground fire pump discharge flange. 7. Pipe supports, anchors, and hangers 8. Suction and discharge gauges for the fire pump 9. Sensing lines, relief valves, and trim for the fire pump controllers 10. Pipeline strainer 11. Eccentric increasers, as required, to connect suction and discharge piping to pump

flanges 12. Fire pump test header and flow meter 13. By-pass piping, check valve, and isolation valves 14. Valve supervisory switches 15. Pressure maintenance (jockey) pump and controller 16. Auxiliary drains, as required


17. Operational spare parts, spare parts cabinets, and special maintenance and repair tools, as required

18. Grout for pump frame following final acceptance test 19. Equipment identification signs and labels for fire protection equipment.

E. Related Sections:

1. Division 21 Section Wet-pipe Sprinkler Systems for wet-pipe sprinkler piping. 2. Division 28 Section Digital, Addressable Fire Alarm System for alarm devices not

specified in this Section.

F. Provide installed systems which are complete except for installation and wiring of electrical devices not specifically indicated, including incidental items which are essential or required by code, but which may not be expressly described by this Specification.

G. Coordinate connection of primary and secondary power supply to fire pump controller with the electrical contractor.

H. Coordinate all power requirements with electrical contractor.

I. Coordinate connection of monitoring modules for backflow preventer, fire pump and generator run functions with the electrical contractor.

J. Provide all permits and supervision fees required by Brevard County, Port Authority, or other regulatory authorities relative to the work of this Specification.

1.3 DEFINITIONS

A. High-Pressure Sprinkler Piping: Wet-pipe sprinkler system piping designed to operate at working pressure higher than standard 175 psig, but not higher than 300 psig.

B. Standard-Pressure Sprinkler Piping: Wet-pipe sprinkler system piping designed to operate at working pressure of 175 psig maximum.

C. Authority Having Jurisdiction. All references to the Authority Having Jurisdiction (AHJ) shall mean the Cape Port Authority (CPA).

D. Owner. All references to the "Owner" herein shall mean Cape Port Authority (CPA) or any approved representatives.

E. Contractor. All references to the Contractor herein shall mean the vendor, supplier, organization, or individual that has contracted to provide and install the systems and components described by this Section to the Owner.

F. Engineer. All references to Engineer shall mean Koffel Associates, Inc.

G. Listed. Equipment, materials, or services included in the UL Fire Protection Equipment Directory, latest edition. All materials or equipment shall be listed for their intended purpose.

H. NICET. National Institute for Certification in Engineering Technologies.

I. Project Manager. All references to the “Project Manager” shall be the Owner or any approved representative.


1.4 REFERENCES

A. The following Codes, Standards, and Regulations are considered to be part of this Section. Ensure that all suppliers of equipment, material or services are aware of the requirements of this Section and that these requirements are followed. Conflicts between this Section and any of these Codes, Standards, and Regulations are to be brought to the attention of the Owner in writing. The Owner, or their duly appointed representative, will determine which requirement applies to the work of this Section.

B. National Fire Protection Association

1. NFPA 13, Installation of Sprinkler Systems, 2007 Edition 2. NFPA 14, Installation of Standpipe and Hose Systems, 2007 Edition 3. NFPA 20, Stationary Pumps for Fire Protection, 2007 Edition 4. NFPA 24, Private Fire Service Mains and Appurtenances, 2007 Edition 5. NFPA 25, Inspection, Testing, and Maintenance of Water-Based Fire Protection

Systems, 2008 Edition 6. NFPA 70, National Electric Code, 2008 Edition 7. NFPA 72, National Fire Alarm Code, 2007 Edition 8. Florida Fire Prevention Code (FFPC) 2010 Edition, which amends NFPA 101

®, Life

Safety Code®, 2009 Edition and NFPA 1, Fire Code, 2009 Edition

C. International Code Council (ICC)

1. Florida Building Code (FBC) 2010 Edition, which amends the International Building Code (IBC) 2009 Edition and the International Mechanical Code (IMC) 2009 Edition.

1.5 SUBMITTALS

A. Submittals are to be made in accordance with the applicable NFPA Standards and this Specification.

B. Contractor shall submit shop drawings pump layout, recent flow test results, calculations, manufacturer’s data sheets, etc., to the Engineer prior to submittal to the Owner and the AHJ for approval. Flow tests shall be submitted to the Engineer prior to ordering pump house and fire pump.

C. Drawing review by the Owner, Engineer, or AHJ attempts to find all deficiencies in the design at the time of initial drawing review. Review of the drawings does not guarantee that other design deficiencies requiring correction will not be found during subsequent submittal review or during field checkout of the systems. Contractor shall make all corrections acceptable to the Owner and AHJ.

D. Product Data: For each type of product indicated. Include rated capacities, operating characteristics, performance curves, electrical characteristics, and furnished specialties and accessories.

1. Manufacturer’s data sheets for all equipment to be provided. All equipment shall be provided in bound booklet form and include a complete bill of materials. Where more than one component, finish, etc., is indicated on a particular data sheet, the specific item provided shall be clearly identified by highlighting or clouding the specific item.

E. Shop Drawings: For fire pumps, motor drivers, and fire-pump accessories and specialties. Include plans, elevations, sections, details, and attachments to other work. Shop drawings and


hydraulic calculations shall be in accordance with NFPA 20 and NFPA 13. Contractor is responsible for the following:

1. Indicate plan and elevation views, detailed pipe layout, sizes, hangers and supports, components, and accessories.

2. Provide a legend defining all symbols, notations, and abbreviations used on all drawings. Symbolism is to comply with NFPA 170.

3. Shop drawings shall be signed and sealed by a minimum Level III NICET technician or a licensed fire protection engineer.

4. All shop drawings shall be prepared on drawings of uniform size and quality. 5. Include a copy of the fire pump equipment submittal to the AHJ. 6. Detail equipment assemblies and indicate dimensions, weights, loads, required

clearances, method of field assembly, components, and location and size of each field connection.

7. Wiring Diagrams: For power, signal, and control wiring.

F. Approval by AHJ

1. The word "Approved", where used in this Specification, requires the approval or acceptance of the AHJ, engineer, and Owner. It is the Contractor’s responsibility to obtain approval from the AHJ, engineer, and Owner for the shop drawings, and design information.

2. All approved shop drawings are to bear the stamp of approval of the AHJ. 3. The Contractor is responsible for preparing responses to all AHJ and engineer comments

during the shop drawing review process. After the permit for the sprinkler system has been issued, it is the Installing Contractor’s responsibility to obtain acceptance of the installation by the AHJ.

G. Product Certificates: For each fire pump, from manufacturer.

H. Submit fabrication drawings and equipment submittals to the Owner for approval.

I. Required and recommended spare parts lists; include both operational and start-up spares.

J. Hydrostatic test procedures.

K. Acceptance test procedures.

L. Quality Verification. Provide verification that the systems installed have been tested and meet or exceed the requirements of the applicable NFPA Standards and this Specification.

M. Project Record Documents

1. Submit construction record drawings upon completion of installation. Record actual locations of piping, valves, sensing lines, etc., and all deviations of installed piping from the approval drawings. Indicate all drain and test locations. Provide "As-Built" drawings. "Red-Lined" approved drawings are not acceptable.

2. Upon completion of the work, the Contractor shall submit two sets of updated record drawings to the Project Manager for review and approval.

3. After review and approval, the Contractor shall provide contractor record drawings on compact disc in AutoCAD and REVIT format to the Project Manager. A set of record drawings shall be given to the Owner.

4. Provide a copy of the manufacturer’s certified performance curve for the fire pump. 5. Acceptance test reports, as required by NFPA 20.


N. Operation and Maintenance Data

1. Prepare and submit operation and maintenance manuals and information as required by the manufacturer of system components. Submittals are to be made to the Engineer prior to the Owner.

2. Maintenance data submitted is to include components of system, servicing requirements, record (i.e., "As-Built") drawings, inspection data, replacement part numbers and availability, and location and phone numbers of the nearest 24-hour, seven-days-a-week, service depots.

3. Include list of required and recommended spare parts. 4. Include complete, accurate, step-by-step testing instructions giving recommended and

required testing frequency of all equipment, and methods for testing each individual piece of equipment.

5. Include warranty information and certification of completion.

1.6 QUALITY ASSURANCE

A. The Installing Contractor shall have a formal Quality Assurance program, summarized in a Quality Assurance manual, and supported by written procedures for controlling activities affecting quality, such as welding, heat tracing, nondestructive examination, and hydrostatic testing.

B. The Owner shall have access to the Installing Contractor's facilities for inspection, audit, and/or witness of Installing Contractor's work, inspections, and tests. The Owner’s inspection and/or approval shall not relieve the Installing Contractor of responsibility to provide the contracted product or service in accordance with all requirements of this Specification.

C. The Installing Contractor shall include in contracts with vendors each quality requirement of this Specification that applies to the subcontracted equipment, material and/or services.

D. Welding Qualifications and Procedures - The Installing Contractor shall make available for review, if requested, to the Owner a copy of the welding specifications and qualifications covering all welding to be performed within this Specification.

1.7 DELIVERY, STORAGE & HANDLING

A. Products are to be delivered, stored, and protected at the site by the Installing Contractor in accordance with the requirements of the manufacturer.

B. Unless otherwise directed by the manufacturer, store and maintain products in shipping containers until installation. Provide temporary inlet and outlet caps for piping and similar materials. Maintain caps in place until installation.

1.8 WARRANTY

A. Warranty Period


1. The Contractor shall warranty all materials and workmanship during the installation peri-od and for a period of one year, beginning with the date of final acceptance by the Own-er. The Contractor shall be responsible during the installation, testing and warranty peri-ods for any damage caused by him or his subcontractors or by defects in his or his sub-contractors' work, materials or equipment.

1.9 TRAINING

A. Timing

1. The Contractor shall conduct a training session of at least one (1) four (4) hr session to educate the Owner’s representative and personnel of the AHJ with the features, opera-tion, and maintenance of the new systems. Training sessions shall be scheduled with the Owner and the AHJ at a time mutually agreeable to the Contractor, the Owner, and the AHJ.

2. The Contractor shall submit a proposed training agenda for the Project Manager's review within 30 days of authorization to proceed. The final, approved training agenda shall be submitted 14 days prior to the final system acceptance test.

PART 2 - PRODUCTS

2.1 GENERAL

A. Prior to ordering fire pump house, sprinkler contractor or General Contractor’s designee shall provide final system hydraulic calculations based on a recent hydrant flow test performed by the contractor. Submit calculations to Engineer prior to submittal to AHJ for review and approval. Upon approval, General Contractor shall provide ordering, delivery, and installation of fire pump house on-site.

B. All system materials (i.e. piping, fittings, valves, etc.) and devices shall be listed and approved for fire protection service.

C. Provide only devices, equipment and materials, which are Underwriter Laboratories (UL) listed, or Factory Mutual (FM) approved for the use intended.

D. Identify all listed or approved items on the shop drawings for review by the Engineer, Owner, and AHJ.

E. Not all materials or components described below are necessarily used in the systems specified. In addition, there may be components that are required for a complete and operational system, but are not specifically identified.

F. All fire pump system components located between the fire pump discharge flange and the connection to the underground water supply main shall be high-pressure rated for a minimum 250 psi working pressure.


2.2 MANUFACTURERS

A. Basis-of-Design Product: General contractor shall order, deliver, and install a prefabricated pump house. Subject to compliance with requirements, provide a prefabricated exterior fire pump house product by Aurora Pentair Pump Group.

2.3 COMPONENTS

A. Aboveground Piping:

1. All piping 2 inches or less in diameter shall be ASTM A53, Schedule 40 black steel. 2. All piping 2½ inches or larger in diameter shall be ASTM A135 or A795, Schedule 10

black steel. 3. Pipe and fittings shall be UL listed.

B. Fittings:

1. Provide fittings in accordance with NFPA 13 2. All piping 2 inches or less in diameter shall be joined by threaded fittings. Threaded

fittings shall conform to NFPA 13. 3. All piping 2½ inches or larger in diameter shall be joined by roll-grooved fittings. All

components for grooved fittings shall be from the same manufacturer. 4. All fittings shall be listed and installed in accordance with NFPA 13 and the

manufacturer’s instructions. 5. All fittings located between the fire pump discharge flange and the connection to the

underground main shall be rated for a minimum 250 psi working pressure.

C. The fire pump shall have the following characteristics:

1. The fire pump shall have the following characteristics:

a. Drive: Variable Speed Drive (VSD) Electric motor; compatible with 480 Vac, 3 phase power source

b. Rated Capacity: 750 gpm at 145 psi. Contractor to verify via calculation. c. Type: Horizontal Split-Case d. Make and Model: Aurora Model

2. The pump shall be counter-clockwise rotation as viewed from the driver end. The pump casting shall be smooth, free of scale, lumps, cracks, sand holes and defects of any nature, which may make it unfit for the use for which it is intended.

3. The shaft shall be sealed with a stuffing box and packing with external water-seal piping. The stuffing box glands shall exert uniform pressure on the packing.

4. The pump casing shall be hydrostatically strength tested to a minimum of 250 PSI or not less than twice the maximum shut-off pressure.

5. The pump shall be fed via an 8-inch underground main. 6. The fire pump shall have manufacturer’s standard red paint applied to factory-assembled

and tested unit before shipping.

D. The fire pump controller shall have the following characteristics:

1. Type: Digital Solid State Starting with integral automatic transfer switch. 2. Electric Characteristics: 480 Vac, 3 phase, 60 Hz. 3. The controller shall have externally mounted, individual visual indicators for POWER

AVAILABLE, LOW PRESSURE, LOCAL START, REMOTE START, PHASE FAILURE,


PHASE REVERSAL, INTERLOCK ON, PUMP RUNNING, and RUN TIMER ON. The controller shall be supplied with duplicate individual PHASE FAILURE, PHASE REVERSAL, and PUMP RUNNING alarm contacts.

E. The Automatic Transfer Switch (ATS) shall have the following characteristics:

1. Shall be capable of being manually transferred safely under full load, with snap action contacts that cannot be teased into position.

2. Shall have TRANSFER SWITCH NORMAL, TRANSFER SWITCH EMERGENCY, and EMERGENCY ISOLATION SWITCH OFF pilot lights, TEST, and SILENCE ALARM pushbuttons mounted on the flange of the enclosure. The transfer switch shall be electrically operated and mechanically held, and shall be capable of being operated by a manual transfer mechanism located on the switch. The transfer switch shall include a solid-state time delay in neutral, adjustable from 0-10 seconds to allow the EMF of the motor to decay when transferring and re-transferring. In-phase monitors are not acceptable.

3. The transfer switch must be manufactured by the fire pump controller manufacturer and be in the same enclosure and rated for fire service.

F. The fire pump house shall have the following characteristics, in addition to those illustrated by bid documents:

1. Protected for no less than Category 4 Hurricanes. 2. Meets the requirements of NFPA 20 and shall be listed by Underwri