PROJECT MANUAL V2.pdf

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PROJECT

MANUAL

Fort Yuma Health Care Center US Department of Health and Human Services / Indian Health Service IHS Project IHS Project PH1FY107C7

Project Number: 08-0110.001

Volume 2

06.25.15

SUBMITTAL 1

Fort Yuma Health Care Center /IHS Project PH1FY107C7 Final Construction Documents

*LEED Submittal required

DPS Project 08-0110.001

PROJECT MANUAL TABLE OF CONTENTS 00 01 00 - 1

SECTION 00 01 00 - PROJECT MANUAL TABLE OF CONTENTS

VOLUME 1

DIVISION 0 – GENERAL INFORMATION AND CONTRACT DOCUMENTS

00 01 00 PROJECT MANUAL TABLE OF CONTENTS

00 31 32 GEOTECHNICAL DATA

DIVISION 1 - GENERAL REQUIREMENTS

01 22 00 UNIT PRICES

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 20 LEED REQUIREMENTS

01 36 00 SPECIAL PROJECT REQUIREMENTS FOR PROTECTION OF CONCRETE SLABS

01 40 00 QUALITY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 60 00 PRODUCT REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 39 PROJECT RECORD DOCUMENTS

01 79 00 DEMONSTRATION AND TRAINING

01 91 13 GENERAL COMMISSIONING REQUIREMENTS / PREFUNCTIONAL CHECKLISTS

DIVISION 3 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE*

DIVISION 4 – MASONRY

04 22 00 CONCRETE UNIT MASONRY *

04 25 05 STABILIZED RAMMED EARTH *

DIVISION 5 – METALS

05 12 00 STRUCTURAL STEEL*

05 21 00 STEEL JOISTS*

05 31 00 STEEL DECK*

05 40 00 COLD-FORMED METAL FRAMING *

05 50 00 METAL FABRICATIONS*

DIVISION 6 - WOOD AND PLASTICS

06 06 60 PLASTIC FABRICATIONS- TRANSLUCENT RESIN PANEL SYSTEM*

06 10 00 ROUGH CARPENTRY*

06 16 43 GYPSUM SHEATHING*

06 40 23 INTERIOR ARCHITECTURAL WOODWORK*

06 44 00 ORNAMENTAL WOODWORK*

Submittal 1 06.25.15

PROJECT MANUAL TABLE OF CONTENTS 00 01 00 - 2

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 21 00 BUILDING INSULATION*

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)

07 26 00 UNDER-SLAB VAPOR RETARDER

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIER

07 41 13 METAL ROOF PANELS*

07 42 43 COMPOSITE WALL PANELS*

07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING*

07 62 00 SHEET METAL FLASHING AND TRIM*

07 71 13 MANUFACTURED COPINGS*

07 84 13 THROUGH-PENETRATION FIRESTOP SYSTEMS*

07 84 43 FIRE RESISTANT JOINT SEALANTS*

07 92 00 JOINT SEALANTS*

07 95 00 EXPANSION CONTROL*

DIVISION 8 - DOORS AND WINDOWS

08 11 13 HOLLOW METAL DOORS AND FRAMES*

08 14 16 FLUSH WOOD DOORS*

08 31 13 ACCESS DOORS AND FRAMES

08 33 00 OVERHEAD COILING DOORS*

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS*

08 42 29 AUTOMATIC ENTRANCE DOORS*

08 44 23 STRUCTURAL-SEALANT-GLAZED CURTAIN WALLS*

08 62 00 UNIT SKYLIGHTS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING*

08 81 13 DECORATIVE GLASS GLAZING

08 83 00 MIRRORS*

08 90 00 LOUVERS AND VENTS

DIVISION 9 – FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING*

09 25 13 ACRYLIC PLASTER*

09 29 00 GYPSUM BOARD*

09 30 13 CERAMIC TILING*

09 51 23 ACOUSTICAL TILE CEILINGS*

09 54 36 LINEAR SUSPENDED WOOD CEILING SYSTEM

09 65 13 RESILIENT WALL BASE AND ACCESSORIES*

09 65 16 RESILIENT SHEET FLOORING*

09 65 16.13 LINOLEUM FLOORING*

09 65 66 RESILIENT ATHLETIC FLOORING*

09 68 13 TILE CARPETING*

09 84 13 FIXED SOUND-ABSORPTIVE PANELS*

09 91 13 EXTERIOR PAINTING

09 91 23 INTERIOR PAINTING*

PROJECT MANUAL TABLE OF CONTENTS 00 01 00 - 3

DIVISION 10 – SPECIALTIES

10 14 00 SIGNAGE

10 21 13 TOILET COMPARTMENTS*

10 21 23 CUBICLE CURTAINS AND TRACKS

10 22 26 OPERABLE PANEL PARTITIONS*

10 26 00 IMPACT-RESISTANT WALL PROTECTION*

10 28 13 TOILET AND BATH ACCESSORIES

10 44 13 FIRE EXTINGUISHER CABINETS

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 55 00 POSTAL SPECIALTIES

10 71 13 EXTERIOR SUN CONTROL DEVICES*

10 75 00 FLAGPOLES

10 83 00 FLAGS AND BANNERS

DIVISION 11 – EQUIPMENT

11 52 13 PROJECTION SCREENS

11 68 13 PLAYGROUND EQUIPMENT

11 70 00 MEDICAL EQUIPMENT

DIVISION 12 – FURNISHINGS

12 21 23 ROLLER SHADES

12 48 00 FLOOR MATS AND FRAMES*

12 93 00 SITE FURNISHINGS

12 93 53 PRE-ENGINEERED SHADE STRUCTURES

DIVISION 13 - SPECIAL CONSTRUCTION

13 49 00 RADIATION PROTECTION*

PROJECT MANUAL TABLE OF CONTENTS 00 01 00 - 4

VOLUME 2

DIVISION 21 – FIRE SUPPRESSION

21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION

21 05 48 VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING AND

EQUIPMENT

21 13 13 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING

22 01 00 BASIC PLUMBING REQUIREMENTS

22 05 00 COMMON WORK RESULTS FOR PLUMBING

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 16 EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING

22 05 19 METERS AND GAGES FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 00 PLUMBING INSULATION

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 11 23 DOMESTIC WATER PUMPS

22 11 23.13 DOMESTIC-WATER PACKAGED BOOSTER PUMPS

22 11 26 FACILITY LIQUEFIED-PETROLEUM GAS PIPING

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 14 13 FACILITY STORM DRAINAGE PIPING.

22 14 23 STORM DRAINAGE PIPING SPECIALTIES

22 31 00 DOMESTIC WATER SOFTENERS

22 40 00 PLUMBING FIXTURES

22 47 00 DRINKING FOUNTAINS AND WATER COOLERS

22 61 13 COMPRESSED-AIR PIPING FOR LABORATORY AND HEALTHCARE FACILITIES

22 61 19 COMPRESSED-AIR EQUIPMENT FOR LABORATORY AND HEALTHCARE

FACILITIES.

22 62 13 VACUUM PIPING FOR LABORATORY AND HEALTHCARE FACILITIES

22 62 19 VACUUM EQUIPMENT FOR LABORATORY AND HEALTHCARE FACILITIES

22 63 13 GAS PIPING FOR LABORATORY AND HEALTHCARE FACILITIES

22 70 00 SOLAR WATER HEATING SYSTEMS

22 81 46 WATER SOURCE UNITARY HEAT PUMPS

DIVISION 23 – HEATING, VENTILATION AND AIR CONDITIONING

23 01 00 BASIC HVAC REQUIREMENTS

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 16 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING

23 05 19 METERS AND GAGES FOR HVAC PIPING

23 05 23 GENERAL-DUTY VALVES FOR HVAC PIPING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

PROJECT MANUAL TABLE OF CONTENTS 00 01 00 - 5

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC.

23 07 00 HVAC INSULATION

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 21 13 HYDRONIC PIPING

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 25 00 HVAC WATER TREATMENT

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 34 23 HVAC POWER VENTILATORS

23 36 00 AIR TERMINAL UNITS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

23 41 00 PARTICULATE AIR FILTRATION

23 52 16 CONDENSING BOILERS

23 65 00 COOLING TOWERS

23 74 14 WATER COOLED PACKAGED OUTDOOR CENTRAL-STATION AIR HANDLING

UNITS

23 81 23 COMPUTER-ROOM AIRCONDITIONERS

23 81 46 WATER-SOURCE UNITARY HEAT PUMPS

DIVISION 26 – ELECTRICAL

26 01 00 BASIC ELECTRICAL REQUIREMENTS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 OVERCURRENT PROTECTIVE DEVICE STUDIES

26 09 13 ELECTRICAL POWER MONITORING AND CONTROL

26 09 23 LIGHTING CONTROL DEVICES

26 22 00 LOW-VOLTAGE TRANSFORMERS

26 24 13 SWITCHBOARDS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 13 FUSES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 13 ENCLOSED CONTROLLERS

26 31 01 SOLAR PHOTOVOLTAIC CARPORTS

26 32 13 PACKAGED ENGINE GENERATOR SYSTEMS

26 36 23 TRANSFER SWITCHES

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 43 13 TVSS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

PROJECT MANUAL TABLE OF CONTENTS 00 01 00 - 6

DIVISION 27 – COMMUNICATIONS

27 00 00 COMMUNICATIONS GENERAL REQUIREMENTS

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27 13 00 COMMUNICATIONS BACKBONE CABLING

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY

28 05 28 PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY

28 13 11 PACS PHYISCAL HARDWARE

28 16 11 INTRUSION DETECTION

28 23 00 VIDEO SURVEILLANCE

28 31 11 DIGITAL ADDRESSABLE FIRE ALARM SYSTEMS

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 23 00 EXCAVATION AND FILL

31 25 13 WATER POLLUTION CONTROL

31 31 16 TERMITE CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 26 BASE COURSE

32 12 16 HOT MIX BITUMINOUS PAVEMENT*

32 12 17 CONCRETE PAVEMENT*

32 13 16 DECORATIVE CEMENT CONCRETE PAVING

32 16 00 CURBS AND GUTTERS*

32 17 23 PAVEMENT MARKINGS

32 18 16 PLAY GROUND SURFACE

32 31 13 CHAIN LINK FENCES AND GATES

32 84 00 UNDERGROUND IRRIGATION SYSTEMS

32 84 01 TECHNICAL PUMPING SYSTEM SPECIFICATIONS

32 92 19 TURF AND GRASSES

32 93 00 PLANTS*

DIVISION 33 – UTILITIES

33 11 00 WATER DISTRIBUTION

33 16 13 CISTERN SYSTEM

33 30 00 SANITARY SEWERS

33 30 10 STORM DRAIN PIPE

END OF SECTION 00 01 00

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 1

SECTION 21 05 00 - COMMON WORK RESULTS FOR FIRE SUPPRESSION

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 includes the following:

1. Piping materials and installation instructions common to most piping systems.

2. Mechanical sleeve seals.

3. Sleeves.

4. Escutcheons.

5. Grout.

6. Fire-suppression equipment and piping demolition.

7. Equipment installation requirements common to equipment sections.

8. Painting and finishing.

9. Concrete bases.

10. Supports and anchorages.

1.3 DEFINITIONS

A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe chases, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels.

B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms.

C. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations.

D. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in chases.

E. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants but subject to outdoor ambient temperatures.

Examples include installations within unheated shelters.

F. The following are industry abbreviations for plastic materials:

1. CPVC: Chlorinated polyvinyl chloride plastic.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 2

G. The following are industry abbreviations for rubber materials:

1. EPDM: Ethylene-propylene-diene terpolymer rubber.

2. NBR: Acrylonitrile-butadiene rubber.

1.4 SUBMITTALS

A. Product Data: For the following:

1. Mechanical sleeve seals.

2. Escutcheons.

B. Welding certificates.

C. LEED Submittal: Comply with Section 01 35 20, LEED requirements. Provide all information required on the LEED submittal cover sheet, included at the end of this section.

1.5 QUALITY ASSURANCE

A. Steel Support Welding: Qualify processes and operators according to AWS D1.1, "Structural

Welding Code--Steel."

B. Steel Pipe Welding: Qualify processes and operators according to ASME Boiler and Pressure

Vessel Code: Section IX, "Welding and Brazing Qualifications."

1. Comply with provisions in ASME B31 Series, "Code for Pressure Piping."

2. Certify that each welder has passed AWS qualification tests for welding processes involved and that certification is current.

C. Electrical Characteristics for Fire-Suppression Equipment: Equipment of higher electrical characteristics may be furnished provided such proposed equipment is approved in writing and connecting electrical services, circuit breakers, and conduit sizes are appropriately modified. If minimum energy ratings or efficiencies are specified, equipment shall comply with requirements.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture.

B. Store plastic pipes protected from direct sunlight. Support to prevent sagging and bending.

1.7 COORDINATION

A. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction, to allow for fire-suppression installations.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 3

B. Coordinate installation of required supporting devices and set sleeves in poured-in-place concrete and other structural components as they are constructed.

C. Coordinate requirements for access panels and doors for fire-suppression items requiring access that are concealed behind finished surfaces. Access panels and doors are specified in

Division 08 Section "Access Doors and Frames."

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection:

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

2. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified.

2.2 PIPE, TUBE, AND FITTINGS

A. Refer to individual Division 21 piping Sections for pipe, tube, and fitting materials and joining methods.

B. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings.

2.3 JOINING MATERIALS

A. Refer to individual Division 21 piping Sections for special joining materials not listed below.

B. All adhesives and sealants are to comply with VOC limits shown in specification Section 01 35

20.

C. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents.

1. ASME B16.21, nonmetallic, flat, asbestos-free, 3.2-mm maximum thickness unless thickness or specific material is indicated.

a. Full-Face Type: For flat-face, Class 125, cast-iron and cast-bronze flanges.

b. Narrow-Face Type: For raised-face, Class 250, cast-iron and steel flanges.

2. AWWA C110, rubber, flat face, 3.2 mm thick, unless otherwise indicated; and full-face or ring type, unless otherwise indicated.

D. Flange Bolts and Nuts: ASME B18.2.1, carbon steel, unless otherwise indicated.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 4

E. Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer, unless otherwise indicated.

F. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to

ASTM B 813.

G. Brazing Filler Metals: AWS A5.8, BCuP Series, copper-phosphorus alloys for general-duty brazing, unless otherwise indicated; and AWS A5.8, BAg1, silver alloy for refrigerant piping, unless otherwise indicated.

H. Welding Filler Metals: Comply with AWS D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

I. Solvent Cements for Joining CPVC Plastic Piping: ASTM F 493.

2.4 MECHANICAL SLEEVE SEALS

A. Description: Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve.

1. Manufacturers:

a. Advance Products & Systems, Inc.

b. Calpico, Inc.

c. Metraflex Co.

d. Pipeline Seal and Insulator, Inc.

2. Sealing Elements: EPDM interlocking links shaped to fit surface of pipe. Include type and number required for pipe material and size of pipe.

3. Pressure Plates: Stainless steel. Include two for each sealing element.

4. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements. Include one for each sealing element.

2.5 SLEEVES

A. Galvanized-Steel Sheet: 0.6-mm minimum thickness; round tube closed with welded longitudinal joint.

B. Steel Pipe: ASTM A 53, Type E, Grade B, Schedule 40, galvanized, plain ends.

C. Cast Iron: Cast or fabricated "wall pipe" equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated.

D. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange. Include clamping ring and bolts and nuts for membrane flashing.

1. Underdeck Clamp: Clamping ring with set screws.

E. Molded PVC: Permanent, with nailing flange for attaching to wooden forms.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 5

F. PVC Pipe: ASTM D 1785, Schedule 40.

G. Molded PE: Reusable, PE, tapered-cup shaped, and smooth-outer surface with nailing flange for attaching to wooden forms.

2.6 ESCUTCHEONS

A. Description: Manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around pipe, tube, and insulation of insulated piping and an OD that completely covers opening.

B. One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with polished chrome-plated finish.

C. One-Piece, Cast-Brass Type: With set screw.

1. Finish: Polished chrome-plated and rough brass.

D. Split-Casting, Cast-Brass Type: With concealed hinge and set screw.

1. Finish: Polished chrome-plated and rough brass.

E. One-Piece, Stamped-Steel Type: With set screw or spring clips and chrome-plated finish.

F. Split-Plate, Stamped-Steel Type: With concealed hinge, set screw or spring clips, and chrome-plated finish.

G. One-Piece, Floor-Plate Type: Cast-iron floor plate.

H. Split-Casting, Floor-Plate Type: Cast brass with concealed hinge and set screw.

2.7 GROUT

A. Description: ASTM C 1107, Grade B, nonshrink and nonmetallic, dry hydraulic-cement grout.

1. Characteristics: Post-hardening, volume-adjusting, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications.

2. Design Mix: 34.5-MPa, 28-day compressive strength.

3. Packaging: Premixed and factory packaged.

PART 3 - EXECUTION

3.1 PIPING SYSTEMS - COMMON REQUIREMENTS

A. Install piping according to the following requirements and Division 21 Sections specifying piping systems.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 6

B. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings.

C. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas.

D. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal.

F. Install piping to permit valve servicing.

G. Install piping at indicated slopes.

H. Install piping free of sags and bends.

I. Install fittings for changes in direction and branch connections.

J. Install piping to allow application of insulation.

K. Select system components with pressure rating equal to or greater than system operating pressure.

L. Install escutcheons for penetrations of walls, ceilings, and floors according to the following:

1. New Piping:

a. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep-pattern type.

b. Chrome-Plated Piping: One-piece, cast-brass type with polished chrome-plated finish.

c. Insulated Piping: One-piece, stamped-steel type with spring clips.

d. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, cast-brass type with polished chrome-plated finish.

e. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, stamped-steel type.

f. Bare Piping at Ceiling Penetrations in Finished Spaces: One-piece or split-casting, cast-brass type with polished chrome-plated finish.

g. Bare Piping at Ceiling Penetrations in Finished Spaces: One-piece, stamped-steel type or split-plate, stamped-steel type with concealed hinge and set screw.

h. Bare Piping in Unfinished Service Spaces: One-piece, cast-brass type with rough-brass finish.

i. Bare Piping in Unfinished Service Spaces: One-piece, stamped-steel type with concealed set screw or spring clips.

j. Bare Piping in Equipment Rooms: One-piece, cast-brass type.

k. Bare Piping in Equipment Rooms: One-piece, stamped-steel type with set screw or spring clips.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 7

l. Bare Piping at Floor Penetrations in Equipment Rooms: One-piece, floor-plate type.

M. Sleeves are not required for core-drilled holes.

N. Permanent sleeves are not required for holes formed by removable PE sleeves.

O. Install sleeves for pipes passing through concrete and masonry walls and concrete floor and roof slabs.

P. Install sleeves for pipes passing through concrete and masonry walls, gypsum-board partitions, and concrete floor and roof slabs.

1. Cut sleeves to length for mounting flush with both surfaces.

a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 50 mm above finished floor level. Extend cast-iron sleeve fittings below floor slab as required to secure clamping ring if ring is specified.

2. Install sleeves in new walls and slabs as new walls and slabs are constructed.

3. Install sleeves that are large enough to provide 6.4-mm annular clear space between sleeve and pipe or pipe insulation. Use the following sleeve materials:

a. Steel Pipe Sleeves: For pipes smaller than DN 150.

b. Steel Sheet Sleeves: For pipes DN 150 and larger, penetrating gypsum-board partitions.

c. Stack Sleeve Fittings: For pipes penetrating floors with membrane waterproofing.

Secure flashing between clamping flanges. Install section of cast-iron soil pipe to extend sleeve to 50 mm above finished floor level. Refer to Division 07 Section

"Sheet Metal Flashing and Trim" for flashing.

1) Seal space outside of sleeve fittings with grout.

4. Except for underground wall penetrations, seal annular space between sleeve and pipe or pipe insulation, using joint sealants appropriate for size, depth, and location of joint.

Refer to Division 07 Section "Joint Sealants" for materials and installation.

Q. Aboveground, Exterior-Wall Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 25 mm annular clear space between pipe and sleeve for installing mechanical sleeve seals.

1. Install steel pipe for sleeves smaller than 150 mm in diameter.

2. Install cast-iron "wall pipes" for sleeves 150 mm and larger in diameter.

3. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 8

R. Underground, Exterior-Wall Pipe Penetrations: Install cast-iron "wall pipes" for sleeves. Seal pipe penetrations using mechanical sleeve seals. Select sleeve size to allow for 25 mm annular clear space between pipe and sleeve for installing mechanical sleeve seals.

1. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal.

S. Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Refer to Division 07

Section "Penetration Firestopping" for materials.

T. Verify final equipment locations for roughing-in.

U. Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements.

3.2 PIPING JOINT CONSTRUCTION

A. Join pipe and fittings according to the following requirements and Division 21 Sections specifying piping systems.

B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.

D. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise indicated, to tube end. Construct joints according to ASTM B 828 or CDA's "Copper Tube Handbook," using lead-free solder alloy complying with ASTM B 32.

E. Brazed Joints: Construct joints according to AWS's "Brazing Handbook," "Pipe and Tube"

Chapter, using copper-phosphorus brazing filler metal complying with AWS A5.8.

F. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds.

G. Welded Joints: Construct joints according to AWS D10.12, using qualified processes and welding operators according to Part 1 "Quality Assurance" Article.

H. Flanged Joints: Select appropriate gasket material, size, type, and thickness for service application. Install gasket concentrically positioned. Use suitable lubricants on bolt threads.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 9

I. Plastic Piping Solvent-Cement Joints: Clean and dry joining surfaces. Join pipe and fittings according to the following:

1. Comply with ASTM F 402 for safe-handling practice of cleaners, primers, and solvent cements.

2. CPVC Piping: Join according to ASTM D 2846/D 2846M Appendix.

J. Plastic Pressure Piping Gasketed Joints: Join according to ASTM D 3139.

3.3 PAINTING

A. Painting of fire-suppression systems, equipment, and components is specified in Division 09

Sections "Interior Painting" and "Exterior Painting."

B. Damage and Touchup: Repair marred and damaged factory-painted finishes with materials and procedures to match original factory finish.

3.4 CONCRETE BASES

A. Concrete Bases: Anchor equipment to concrete base according to equipment manufacturer's written instructions and according to seismic codes at Project.

1. Construct concrete bases of dimensions indicated, but not less than 100 mm larger in both directions than supported unit.

2. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install dowel rods on 450-mm centers around the full perimeter of the base.

3. Install epoxy-coated anchor bolts for supported equipment that extend through concrete base, and anchor into structural concrete floor.

4. Place and secure anchorage devices. Use supported equipment manufacturer's setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

5. Install anchor bolts to elevations required for proper attachment to supported equipment.

6. Install anchor bolts according to anchor-bolt manufacturer's written instructions.

7. Use 20.7-MPa, 28-day compressive-strength concrete and reinforcement as specified in

Division 03 Sections.

3.5 ERECTION OF METAL SUPPORTS AND ANCHORAGES

A. Refer to Division 05 Section "Metal Fabrications" for structural steel.

B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor fire-suppression materials and equipment.

C. Field Welding: Comply with AWS D1.1.

COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 00 - 10

3.6 ERECTION OF WOOD SUPPORTS AND ANCHORAGES

A. Cut, fit, and place wood grounds, nailers, blocking, and anchorages to support, and anchor fire-suppression materials and equipment.

B. Select fastener sizes that will not penetrate members if opposite side will be exposed to view or will receive finish materials. Tighten connections between members. Install fasteners without splitting wood members.

C. Attach to substrates as required to support applied loads.

3.7 GROUTING

A. Mix and install grout for fire-suppression equipment base bearing surfaces, pump and other equipment base plates, and anchors.

B. Clean surfaces that will come into contact with grout.

C. Provide forms as required for placement of grout.

D. Avoid air entrapment during placement of grout.

E. Place grout, completely filling equipment bases.

F. Place grout on concrete bases and provide smooth bearing surface for equipment.

G. Place grout around anchors.

H. Cure placed grout.

END OF SECTION 21 05 00

VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT 21 05 48 - 1

SECTION 21 05 48 - VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING

AND EQUIPMENT

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 includes the following:

1. Isolation pads.

2. Isolation mounts.

3. Restrained elastomeric isolation mounts.

4. Restraining braces.

1.3 DEFINITIONS

A. IBC: International Building Code.

B. ICC-ES: ICC-Evaluation Service.

C. OSHPD: Office of Statewide Health Planning and Development for the State of California.

1.4 PERFORMANCE REQUIREMENTS

A. Seismic-Restraint Loading:

1. Site Class as Defined in the 2012 IBC: D

2. Assigned Seismic Use Group or Building Category as Defined in the 2012 IBC: II.

a. Component Importance Factor: 1.0.

b. Component Response Modification Factor: 3.25.

3. Design Spectral Response Acceleration at Short Periods (0.2 Second): 0.62.

4. Design Spectral Response Acceleration at 1-Second Period: 0.248.

1.5 SUBMITTALS

A. Product Data: For the following:

VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT 21 05 48 - 2

1. Include rated load, rated deflection, and overload capacity for each vibration isolation device.

2. Illustrate and indicate style, material, strength, fastening provision, and finish for each type and size of seismic-restraint component used.

a. Tabulate types and sizes of seismic restraints, complete with report numbers and rated strength in tension and shear as evaluated by an evaluation service member of ICC-ES.

b. Annotate to indicate application of each product submitted and compliance with requirements.

B. Delegated-Design Submittal: For vibration isolation and seismic-restraint details indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

1. Design Calculations: Calculate static and dynamic loading due to equipment weight and operation, seismic forces required to select vibration isolators, seismic restraints, and for designing vibration isolation bases.

2. Seismic-Restraint Details:

a. Design Analysis: To support selection and arrangement of seismic restraints.

Include calculations of combined tensile and shear loads.

b. Details: Indicate fabrication and arrangement. Detail attachments of restraints to the restrained items and to the structure. Show attachment locations, methods, and spacings. Identify components, list their strengths, and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices.

c. Preapproval and Evaluation Documentation: By an evaluation service member of

ICC-ES, showing maximum ratings of restraint items and the basis for approval

(tests or calculations).

C. Welding certificates.

D. Qualification Data: For professional engineer and testing agency.

1.6 QUALITY ASSURANCE

A. Testing Agency Qualifications: An independent agency, with the experience and capability to conduct the testing indicated, that is a nationally recognized testing laboratory (NRTL) as defined by OSHA in 29 CFR 1910.7, and that is acceptable to authorities having jurisdiction.

B. Comply with seismic-restraint requirements in the IBC, 2012 edition, and NFPA 13, 2013 edition, unless requirements in this Section are more stringent.

C. Welding: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural

Welding Code - Steel."

D. Seismic-restraint devices shall have horizontal and vertical load testing and analysis and shall bear anchorage preapproval OPA number from OSHPD, preapproval by ICC-ES, or preapproval by another agency acceptable to authorities having jurisdiction, showing maximum

VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT 21 05 48 - 3 seismic-restraint ratings. Ratings based on independent testing are preferred to ratings based on calculations. If preapproved ratings are not available, submittals based on independent testing are preferred. Calculations (including combining shear and tensile loads) to support seismic-restraint designs must be signed and sealed by a qualified professional engineer.

PART 2 - PRODUCTS

2.1 VIBRATION ISOLATORS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Amber/Booth Company, Inc.

2. Kinetics Noise Control.

3. Mason Industries.

4. Or approved equal.

B. Pads: Arranged in single or multiple layers of sufficient stiffness for uniform loading over pad area, molded with a nonslip pattern and galvanized-steel baseplates, and factory cut to sizes that match requirements of supported equipment.

1. Resilient Material: Oil- and water-resistant neoprene.

C. Mounts: Double-deflection type, with molded, oil-resistant rubber, hermetically sealed compressed fiberglass, or neoprene isolator elements with factory-drilled, encapsulated top plate for bolting to equipment and with baseplate for bolting to structure. Color-code or otherwise identify to indicate capacity range.

1. Materials: Cast-ductile-iron or welded steel housing containing two separate and opposing, oil-resistant rubber or neoprene elements that prevent central threaded element and attachment hardware from contacting the housing during normal operation.

2. Neoprene: Shock-absorbing materials compounded according to the standard for bridge-bearing neoprene as defined by AASHTO.

D. Restrained Mounts: All-directional mountings with seismic restraint.

1. Materials: Cast-ductile-iron or welded steel housing containing two separate and opposing, oil-resistant rubber or neoprene elements that prevent central threaded element and attachment hardware from contacting the housing during normal operation.

2. Neoprene: Shock-absorbing materials compounded according to the standard for bridge-bearing neoprene as defined by AASHTO.

2.2 SEISMIC-RESTRAINT DEVICES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Amber/Booth Company, Inc.

2. Kinetics Noise Control.

VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT 21 05 48 - 4

3. Mason Industries.

4. Or approved equal.

B. General Requirements for Restraint Components: Rated strengths, features, and applications shall be as defined in reports by an evaluation service member of ICC-ES.

1. Structural Safety Factor: Allowable strength in tension, shear, and pullout force of components shall be at least four times the maximum seismic forces to which they will be subjected.

C. Channel Support System: MFMA-3, shop- or field-fabricated support assembly made of slotted steel channels with accessories for attachment to braced component at one end and to building structure at the other end and other matching components and with corrosion-resistant coating;

and rated in tension, compression, and torsion forces.

D. Hanger Rod Stiffener: Steel tube or steel slotted-support-system sleeve with internally bolted connections to hanger rod.

E. Bushings for Floor-Mounted Equipment Anchor Bolts: Neoprene bushings designed for rigid equipment mountings, and matched to type and size of anchor bolts and studs.

F. Bushing Assemblies for Wall-Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for rigid equipment mountings and matched to type and size of attachment devices used.

G. Resilient Isolation Washers and Bushings: One-piece, molded, oil- and water-resistant neoprene, with a flat washer face.

H. Mechanical Anchor Bolts: Drilled-in and stud-wedge or female-wedge type in zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488. Minimum length of eight times diameter.

I. Adhesive Anchor Bolts: Drilled-in and capsule anchor system containing polyvinyl or urethane methacrylate-based resin and accelerator, or injected polymer or hybrid mortar adhesive.

Provide anchor bolts and hardware with zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488.

2.3 FACTORY FINISHES

A. Finish: Manufacturer's standard paint applied to factory-assembled and -tested equipment before shipping.

1. Powder coating on springs and housings.

2. All hardware shall be galvanized. Hot-dip galvanize metal components for exterior use.

3. Baked enamel or powder coat for metal components on isolators for interior use.

4. Color-code or otherwise mark vibration isolation and seismic-control devices to indicate capacity range.

VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT 21 05 48 - 5

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and equipment to receive vibration isolation and seismic-control devices for compliance with requirements for installation tolerances and other conditions affecting performance.

B. Examine roughing-in of reinforcement and cast-in-place anchors to verify actual locations before installation.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 APPLICATIONS

A. Multiple Pipe Supports: Secure pipes to trapeze member with clamps approved for application by an evaluation service member of ICC-ES.

B. Hanger Rod Stiffeners: Install hanger rod stiffeners where indicated or scheduled on Drawings to receive them and where required to prevent buckling of hanger rods due to seismic forces.

C. Strength of Support and Seismic-Restraint Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static and seismic loads within specified loading limits.

3.3 VIBRATION-CONTROL AND SEISMIC-RESTRAINT DEVICE INSTALLATION

A. Equipment Restraints:

1. Install resilient bolt isolation washers on equipment anchor bolts where clearance between anchor and adjacent surface exceeds 3.2 mm.

2. Install seismic-restraint devices using methods approved by an evaluation service member of ICC-ES providing required submittals for component.

B. Piping Restraints:

1. Comply with requirements in MSS SP-127 and NFPA 13.

2. Space lateral supports a maximum of 12 m o.c., and longitudinal supports a maximum of

24 m o.c.

3. Brace a change of direction longer than 3.7 m.

C. Install cables so they do not bend across edges of adjacent equipment or building structure.

D. Install seismic-restraint devices using methods approved by an evaluation service member of

ICC-ES providing required submittals for component.

E. Install bushing assemblies for anchor bolts for floor-mounted equipment, arranged to provide resilient media between anchor bolt and mounting hole in concrete base.

VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT 21 05 48 - 6

F. Install bushing assemblies for mounting bolts for wall-mounted equipment, arranged to provide resilient media where equipment or equipment-mounting channels are attached to wall.

G. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, at upper truss chords of bar joists, or at concrete members.

H. Drilled-in Anchors:

1. Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Do not damage existing reinforcing or embedded items during coring or drilling. Notify the structural engineer if reinforcing steel or other embedded items are encountered during drilling. Locate and avoid prestressed tendons, electrical and telecommunications conduit, and gas lines.

2. Do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength.

3. Wedge Anchors: Protect threads from damage during anchor installation. Heavy-duty sleeve anchors shall be installed with sleeve fully engaged in the structural element to which anchor is to be fastened.

4. Adhesive Anchors: Clean holes to remove loose material and drilling dust prior to installation of adhesive. Place adhesive in holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as to avoid introduction of air pockets in the adhesive.

5. Set anchors to manufacturer's recommended torque, using a torque wrench.

6. Install zinc-coated steel anchors for interior and stainless-steel anchors for exterior applications.

3.4 ACCOMMODATION OF DIFFERENTIAL SEISMIC MOTION

A. Install flexible connections in piping where they cross seismic joints, where adjacent sections or branches are supported by different structural elements, and where the connections terminate with connection to equipment that is anchored to a different structural element from the one supporting the connections as they approach equipment. Comply with requirements in

Division 13 Section "Water-Based Fire-Suppression Systems" for piping flexible connections.

END OF SECTION 21 05 48

COMMISSIONING OF FIRE SUPPRESSION 210800 - 1

SECTION 210800 - COMMISSIONING OF FIRE SUPPRESSION

PART 1 - GENERAL

1.1

A.

RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.2

SUMMARY

A. Section includes commissioning process requirements for plumbing systems, assemblies, and equipment.

B. Related Sections:

1. Division 01 Section 019113 – “GENERAL COMMISSIONING REQUIREMENTS” for general commissioning process requirements.

1.3

DEFINITIONS

A. Refer to section 019113 - GENERAL COMMISSIONING REQUIREMENTS.

1.4

CONSTRUCTION MANAGER'S RESPONSIBILITIES

A. Refer to section 019113 - GENERAL COMMISSIONING REQUIREMENTS.

B. Perform commissioning tests at the direction of the CxA.

C. Attend construction phase controls coordination meeting.

D. Provide information requested by the CxA for final commissioning documentation.

E. Provide Project-specific construction checklists and commissioning process test procedures for actual plumbing systems, assemblies, equipment, and components to be furnished and installed as part of the construction contract.

F. Direct and coordinate commissioning testing among subcontractors, suppliers, and vendors.

G. Provide test data, inspection reports, and certificates in Systems Manual.

COMMISSIONING OF FIRE SUPPRESSION 210800 - 2

1.5 COMMISSIONING DOCUMENTATION

A. Provide the following information to the CxA for inclusion in the commissioning plan:

1. Plan for delivery and review of submittals, systems manuals, and other documents and reports.

2. Identification of installed systems, assemblies, equipment, and components including design changes that occurred during the construction phase.

3. Process and schedule for completing construction checklists and manufacturer's pre-start and startup checklists for plumbing systems, assemblies, equipment, and components to be verified and tested.

4. Certificate of completion certifying that installation, pre-start checks, and startup procedures have been completed.

5. Certificate of readiness certifying that plumbing systems, subsystems, equipment, and associated controls are ready for testing.

6. Test and inspection reports and certificates.

7. Corrective action documents.

1.6 QUALITY ASSURANCE

A. All work is to be performed in strict accordance with referenced standards, guidelines, and requirements as listed in the Quality Assurance sub-sections of all specifications sections of this

Project Manual.

B. Perform all Commissioning work specified herein and in related sections under the direct guidance of the Commissioning Authority. The Commissioning Authority shall prepare the

Commissioning Plan, which will be a comprehensive guide and will include all submittal requirements for procedures, notifications, reports and the Commissioning Report.

C. Carry out commissioning activities in accordance with ASHRAE Guideline 0-2005 “The

Commissioning Process”.

D. Begin the work described in this Section only after all work required in related Sections has been successfully completed, and all test and inspection reports and operation and maintenance manuals required in these Sections have been submitted and approved.

1.7 SUBMITTALS

A. Certificates of readiness.

B. Certificates of completion of installation, pre-start, and startup activities.

COMMISSIONING OF FIRE SUPPRESSION 210800 - 3

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1

A.

GENERAL

Refer to section 019113 - GENERAL COMMISSIONING REQUIREMENTS.

3.2

PRE-FUNCTIONAL CHECKLISTS

A. Construction Manager shall conduct Pre-functional Testing to document compliance with installation and start-up checklists prepared by Commissioning Authority for the Division-21 items.

B. Refer to Section 019113 - GENERAL COMMISSIONING REQUIREMENTS for issues relating to pre-functional checklists and testing, description of process, details on non-conformance issues relating to pre-functional checklists and test.

3.3

TRAINING

A. Refer to sections 019113 - GENERAL COMMISSIONING REQUIREMENTS and 017900

DEMONSTRATION AND TRAINING.

3.4

O&M MANUALS

A. Refer to sections 019113 - GENERAL COMMISSIONING REQUIREMENTS and 017823

OPERATION AND MAINTENANCE DATA.

3.5

SYSTEM START-UP

A. Construction Manager is solely responsible for system start-up. CxA may, at his discretion, witness start up procedures, but will not perform any Functional Testing of systems until

Construction Manager has completed start-up and resolved all operating deficiencies.

3.6

TESTING PREPARATION

A. Certify that fire suppression systems, subsystems, and equipment have been installed, calibrated, and started and are operating according to the Contract Documents.

B. Certify instrumentation and control systems have been completed and calibrated, that they are operating according to the Contract Documents, and that pretest set points have been recorded.

C. Set systems, subsystems, and equipment into operating mode to be tested (e.g., normal shutdown, normal auto position, normal manual position, unoccupied cycle, emergency power, and alarm conditions).

COMMISSIONING OF FIRE SUPPRESSION 210800 - 4

D. Inspect and verify the position of each device and interlock identified on checklists.

E. Check all notification and initiation devices and interlocks with associated systems during each mode of operation.

3.7 GENERAL TESTING REQUIREMENTS

A. Provide technicians to perform commissioning test at the direction of the CxA.

B. Scope of testing shall include entire installation, including fire sprinkler systems (wet, dry, pre-action, FM200, etc.), fire alarm system.

C. Test all operating modes, interlocks, control responses, and responses to abnormal or emergency conditions, and verify proper response of building automation system controllers and sensors.

D. If tests cannot be completed because of a deficiency outside the scope of the system, document the deficiency and report it to the Owner. After deficiencies are resolved, reschedule tests.

E. If the testing plan indicates specific seasonal testing, complete appropriate initial performance tests and documentation and schedule seasonal tests.

3.8 FUNCTIONAL TEST PROCEDURES FOR SYSTEMS TO BE COMMISSIONED

A. All Equipment

1. Verify nameplate information (serial numbers, model numbers, etc.).

2. Verify electrical wiring and grounding is correct.

3. Inspect for physical damage, proper installation, anchorage.

B. Fire Pumps

1. Verify correct piping assembly installed at pump (isolation valves, check valve, strainer or suction diffuser, P/T test ports, and pressure gages).

2. Verify control system operation (LCD readout screen properly displays all values, values are correct, communications to main FACP are operational, etc.).

3. Verify electrical overcurrent protection is per code.

4. Verify flow test.

C. Fire Sprinkler System

1. Verify pressure test has taken place and reports have been turned in.

2. Verify proper signage of all valves and all building zones.

3. Verify spare sprinkler head and wrench quantities are provided.

END OF SECTION 210800

WET-PIPE SPRINKLER SYSTEMS 21 13 13 - 1

SECTION 21 13 13 - 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. Section Includes:

1. Pipes, fittings, and specialties.

2. Fire-protection valves.

3. Fire-department connections.

4. Sprinklers.

5. Alarm devices.

6. Manual control stations.

7. Control panels.

8. Pressure gages.

9. Hangers and supports including earthquake protection.

1.3 DEFINITIONS

A. High-Pressure Sprinkler Piping: Wet-pipe sprinkler system piping designed to operate at working pressure higher than standard 1200 kPa, but not higher than 1725 kPa.

B. Standard-Pressure Sprinkler Piping: Wet-pipe sprinkler system piping designed to operate at working pressure of 1200 kPa maximum.

1.4 SYSTEM DESCRIPTIONS

A. Wet-Pipe Sprinkler System: Automatic sprinklers are attached to piping containing water and that is connected to water supply through alarm valve. Water discharges immediately from sprinklers when they are opened.