Specifications_Volume_2_-_IFC_Reception_Phase_1_AMD2.PDF

Reception Complex JA76149 Ft. Jackson, SC

PROJECT TABLE OF CONTENTS

Revised by Amendment 2

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.37 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 74 19.37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 *1 DEMOLITION

02 82 00 *1 ASBESTOS REMEDIATION

02 83 13 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

PROJECT TABLE OF CONTENTS Page 1

Revised by Amendment 02

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10 BUILDING AIR BARRIER SYSTEM

07 41 00 METAL SOFFIT PANELS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 *2 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 60 45 *2 SKYLIGHTS AND TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 56 13 STEEL SHELVING

DIVISION 11 - EQUIPMENT

11 13 19.13 LOADING DOCK LEVELERS

11 21 73 VERTICAL CAROUSELS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 50 00 *2 DELETED FURNITURE AND FURNITURE INSTALLATION

DIVISION 13 - SPECIAL CONSTRUCTION

PROJECT TABLE OF CONTENTS Page 2

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 HEATING BOILERS

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

HEAT EXCHANGERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

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

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 46 ELECTRIC UNIT HEATERS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 05 12 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

(SPECIAL SYSTEMS)

25 05 13 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

(FA/MNS)

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

PROJECT TABLE OF CONTENTS Page 3

27 51 16 SOUND REINFORCEMENT SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEMS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 BASE COURSE FOR RIGID PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 61 13.13 PREFABRICATED UNDERGROUND HYDRONIC ENERGY DISTRIBUTION

33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

33 63 13.19 CONCRETE TRENCH HYDRONIC AND STEAM ENERGY DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

APPENDICES

Appendix A ACM AND HAZMAT REPORTS Appendix B COMMISSIONING PLAN Appendix C SPECIAL INSPECTIONS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 33 23

*2 OVERHEAD COILING DOORS

07/07

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 OVERHEAD COILING DOOR DETAIL SHOP DRAWINGS

1.4 WARRANTY, OPERATION AND MAINTENANCE DATA

1.5 DELIVERY AND STORAGE

PART 2 PRODUCTS

2.1 DESCRIPTION

2.2 PERFORMANCE REQUIREMENTS

2.2.1 Wind Loading

2.2.2 Operational Cycle Life

2.3 OVERHEAD COILING DOORS

2.3.1 Curtain Materials and Construction

2.3.2 Curtain Bottom Bar

2.3.3 Locks

2.3.4 Weather Stripping

2.3.5 Locking Devices

2.3.6 Safety Interlock

2.3.7 Overhead Drum

2.3.8 Slats

2.4 HARDWARE

2.4.1 Guides

2.4.2 Equipment Supports

2.4.3 Hood

2.5 COUNTERBALANCING MECHANISM

2.5.1 Brackets

2.5.2 Counterbalance Barrels

2.5.2.1 Barrel

2.5.2.2 Spring Balance

2.5.3 Torsion Rod for Counter Balance

2.6 MANUAL DOOR OPERATORS

2.7 ELECTRIC DOOR OPERATORS

2.7.1 Door-Operator Types

2.7.2 Electric Motors

2.7.3 Motor Bearings

2.7.4 Motor Starters, Controls, and Enclosures

2.7.5 Control Enclosures

2.7.6 Transformer

2.7.7 Safety-Edge Device

2.7.8 Remote-Control Stations

2.7.9 Speed-Reduction Units

2.7.10 Chain Drives

2.7.11 Brakes

SECTION 08 33 23 Page 1 (Added by Amendment 0002)

2.8 SURFACE FINISHING

PART 3 EXECUTION

3.1 GENERAL

3.2 POWDER COAT FINISH

3.3 ACCEPTANCE PROVISIONS

3.3.1 Maintenance and Adjustment

3.3.2 CLEANING

3.4 OPERATION AND MAINTENANCE

-- End of Section Table of Contents --

SECTION 08 33 23 Page 2 (Added by Amendment 0002)

SECTION 08 33 23

*2 OVERHEAD COILING DOORS

07/07

ADDED PER AMENDMENT 02

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Errata 2011; Supp 1 2013) Minimum Design Loads for Buildings and Other Structures

ASME INTERNATIONAL (ASME)

ASME B29.400 (2001; R 2013) Combination, "H" Type Mill Chains, and Sprockets

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A27/A27M (2013) Standard Specification for Steel Castings, Carbon, for General Application

ASTM A307 (2014) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A48/A48M (2003; R 2012) Standard Specification for Gray Iron Castings

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

ASTM A653/A653M (2013) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A666 (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar

ASTM A780/A780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip

SECTION 08 33 23 Page 3 (Added by Amendment 0002)

Galvanized Coatings

ASTM A924/A924M (2014) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM D2000 (2012) Standard Classification System for Rubber Products in Automotive Applications

ASTM E330 (2002; R 2010) Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

ASTM F568M (2007) Standard Specification for Carbon and Alloy Steel Externally Threaded Metric Fasteners

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM AMP 500 (2006) Metal Finishes Manual

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 2 (2000; R 2005; Errata 2008) Standard for Controllers, Contactors, and Overload Relays Rated 600 V

NEMA ICS 6 (1993; R 2011) Enclosures

NEMA MG 1 (2014) Motors and Generators

NEMA ST 1 (1988; R 1994; R 1997) Specialty Transformers (Except General Purpose Type)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Overhead Coiling Doors; G, RO Counterbalancing Mechanism; G, RO Manual Door Operators; G, RO

SECTION 08 33 23 Page 4 (Added by Amendment 0002)

Electric Door Operators; G, RO Bottom Bars; G, RO Guides; G, RO Mounting Brackets; G, RO Overhead Drum; G, RO Hood; G, RO Painting; G, RO Installation Drawings; G, RO

SD-03 Product Data

Overhead Coiling Doors; G, RO Hardware; G, RO Counterbalancing Mechanism; G, RO Manual Door Operators; G, RO Electric Door Operators; G, RO

SD-05 Design Data

Overhead Coiling Doors; G, RO Hardware; G, RO Counterbalancing Mechanism; G, RO Manual Door Operators; G, RO Electric Door Operators; G, RO

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G, RO Materials; G, RO Devices; G, RO Procedures; G, RO Manufacture's Brochures; G, RO Parts Lists; G, RO Cleaning; G, RO

1.3 OVERHEAD COILING DOOR DETAIL SHOP DRAWINGS

Provide installation drawings for overhead coiling door assemblies which show: elevations of each door type, shape and thickness of materials, finishes, details of joints and connections, details of guides and fittings, rough opening dimensions, location and description of hardware, anchorage locations, and counterbalancing mechanism and door operator details. Show locations of replaceable fusible links on wiring diagrams for power, signal and controls. Include a schedule showing the location of each door with the drawings.

1.4 WARRANTY, OPERATION AND MAINTENANCE DATA

Submit Operation and Maintenance Manuals for Overhead Coiling Door Assemblies, including the following items:

Materials Devices Manual Door Operators Electric Door Operators Hood Counterbalancing Mechanism Painting Procedures

SECTION 08 33 23 Page 5 (Added by Amendment 0002)

Manufacture's Brochures Parts Lists

Furnish a written guarantee that the helical spring and counterbalance mechanism are free from defects in material and workmanship for not less than two years after completion and acceptance of the project.

Warrant that upon notification by the Government, defects in material, workmanship, and door operation are immediately corrected within the same time period covered by the guarantee, at no cost to the Government.

1.5 DELIVERY AND STORAGE

Deliver doors to the jobsite wrapped in a protective covering with the brands and names clearly marked thereon. Store doors in an adequately ventilated dry location that is free from dirt and dust, water, or other contaminants. Store in a manner that permits easy access for inspection and handling.

PART 2 PRODUCTS

2.1 DESCRIPTION

Doors shall be insulated coiling type, with interlocking slats, complete with anchoring and door hardware, guides, hood, and operating mechanisms, and designed for use on openings as indicated. Use grease-sealed or self-lubricating bearings for rotating members.

2.2 PERFORMANCE REQUIREMENTS

2.2.1 Wind Loading

Design and fabricate door assembly to withstand the wind loading pressure as indicated on the Drawings with a maximum deflection of 1/120 of the opening width. Provide test data showing compliance with ASTM E330. Sound engineering principles may be used to interpolate or extrapolate test results to door sizes not specifically tested. Ensure complete assembly meets or exceeds the requirements of ASCE 7.

2.2.2 Operational Cycle Life

Design all portions of the door, hardware and operating mechanism that are subject to movement, wear, or stress fatigue to operate through a minimum number of 10 cycles per day. One complete cycle of door operation is defined as when the door is in the closed position, moves to the fully open position, and returns to the closed position.

2.3 OVERHEAD COILING DOORS

2.3.1 Curtain Materials and Construction

Provide curtain slats fabricated from Grade A steel sheets conforming to ASTM A653/A653M, with the additional requirement of a minimum yield point of 33,000 psi. Provide sheets, galvanized in accordance with ASTM A653/A653M and ASTM A924/A924M.

Fabricate doors from interlocking cold-rolled slats, with section profiles as specified, designed to withstand the specified wind loading. Ensure the provided slats are continuous without splices for the width of the door.

SECTION 08 33 23 Page 6 (Added by Amendment 0002)

2.3.2 Curtain Bottom Bar

Install curtain bottom bars as pairs of angles from the manufacturer's standard steel, stainless and aluminum extrusions not less than 2.0 by 2.0 inches by 0.188 inch. Ensure steel extrusions conform to ASTM A36/A36M.

Stainless steel extrusions conforming to ASTM A666, Type 304. Aluminum extrusions conforming to ASTM B221. Galvanize angles and fasteners in accordance with ASTM A653/A653M and ASTM A924/A924M. Coat welds and abrasions with paint conforming to ASTM A780/A780M.

2.3.3 Locks

Provide end and/or wind locks of Grade B cast steel conforming to ASTM A27/A27M, galvanized in accordance with ASTM A653/A653M, ASTM A153/A153M and ASTM A924/A924M. Secure locks at every other curtain slat.

2.3.4 Weather Stripping

Ensure weather-stripping at the door-head and jamb is 1/8-inch thick sheet of natural or neoprene rubber with air baffles. Secure weather stripping to the insides of hoods with galvanized-steel fasteners through continuous galvanized-steel pressure bars at least 5/8-inch wide and 1/8-inch thick.

Ensure threshold weather-stripping is 1/8-inch thick sheet natural or neoprene rubber secured to the bottom bars.

Provide weather-stripping of natural or neoprene rubber conforming to

ASTM D2000.

2.3.5 Locking Devices

Ensure slide bolt engages through slots in tracks for locking by padlock, located on both left and right jamb sides, operable from coil side.

2.3.6 Safety Interlock

Equip power-operated doors with safety interlock switch to disengage power supply when door is locked.

2.3.7 Overhead Drum

Fabricate drums from nominal 0.022-inch thick, hot-dip galvanized steel sheet with G90 (Z275) zinc coating, complying with ASTM A653/A653M.

2.3.8 Slats

No. 5F, 22 gauge, Grade 40 steel, ASTM A653/A653M galvanized steel zinc coating. Provide foil backed, dual layer polyethylene air-bubble insulation (R-4).

2.4 HARDWARE

Ensure the hardware conforms to ASTM A153/A153M, ASTM A307, ASTM F568M, and

ASTM A27/A27M.

SECTION 08 33 23 Page 7 (Added by Amendment 0002)

2.4.1 Guides

Fabricate curtain jamb guides from the manufacturer's standard angles or channels of same material and finish as curtain slats unless otherwise indicated. Provide guides with sufficient depth and strength to retain curtain, and to withstand loading. Ensure curtain operates smoothly. Slot bolt holes for track adjustment.

2.4.2 Equipment Supports

Fabricate door-operating equipment supports from the manufacturer's standard steel shapes and plates conforming to ASTM A36/A36M, galvanized in accordance with ASTM A653/A653M and ASTM A924/A924M. Size the shapes and plates in accordance with the industry standards for the size, weight, and type of door installation.

2.4.3 Hood

Provide a hood with a minimum 24-gauge galvanized sheet metal, flanged at top for attachment to header and flanged at bottom to provide longitudinal stiffness. The hood encloses the curtain coil and counterbalance mechanism.

2.5 COUNTERBALANCING MECHANISM

Counterbalance doors by means of manufacturer's standard mechanism with an adjustable-tension, steel helical torsion spring mounted, around a steel shaft and contained in a spring barrel connected to top of curtain with barrel rings. Use grease-sealed or self-lubricating bearings for rotating members.

2.5.1 Brackets

Provide the manufacturer's standard mounting brackets with one located at each end of the counterbalance barrel conforming to ASTM A48/A48M. Provide brackets of either cast iron or cold-rolled steel.

2.5.2 Counterbalance Barrels

Fabricate spring barrel of manufacturer's standard hot-formed, structural-quality, welded or seamless carbon-steel pipe, conforming to ASTM A53/A53M. Ensure the barrel is of sufficient diameter and wall thickness to support rolled-up curtain without distortion of slats. Limit barrel deflection to not more than 0.03 inch per foot of span under full load.

2.5.2.1 Barrel

Provide steel pipe capable of supporting curtain load with maximum deflection of 0.03 inches per foot of width.

2.5.2.2 Spring Balance

Provide an oil-tempered, heat-treated steel helical torsion spring assembly designed for proper balance of door. Ensure that effort to operate manually operated units does not exceed 25 lbs. Provide wheel for applying and adjusting spring torque.

SECTION 08 33 23 Page 8 (Added by Amendment 0002)

2.5.3 Torsion Rod for Counter Balance

Fabricate rod from the manufacturer's standard cold-rolled steel, sized to hold fixed spring ends and carry torsional load.

2.6 MANUAL DOOR OPERATORS

Provide manual chain-hoist door operators which consist of an endless steel hand chain, chain-pocket wheel, guard, and a geared reduction unit of at least a 3 to 1 ratio with a maximum lifting force of 25 lbf. Required pull for operation cannot exceed 35 pounds.

Provide chain hoists with a self-locking mechanism allowing the curtain to be stopped at any point in its upward or downward travel and to remain in that position until moved to the fully open or closed position. Provide hand chains of cadmium-plated alloy steel conforming to ASME B29.400.

Ensure yield point of the chain is at least three times the required hand-chain pull.

Provide chain sprocket wheels of cast iron conforming to ASTM A48/A48M.

2.7 ELECTRIC DOOR OPERATORS

Provide electrical wiring and door operating controls conforming to the applicable requirements of NFPA 70.

Electric door-operator assemblies needs to be the sizes and capacities recommended and provided by the door manufacturer for specified doors.

Furnish complete assemblies with electric motors and factory-prewired motor controls, starter, gear reduction units, solenoid-operated brakes, remote-control stations, manual or automatic control devices, and accessories as required for proper operation of the doors.

Design the operators so that motors may be removed without disturbing the limit-switch adjustment and affecting the emergency auxiliary operators.

Provide a manual operator of chain-gear mechanisms with a release clutch to permit manual operation of doors in case of power failure. Arrange the emergency manual operator so that it may be put into and out of operation from floor level, and its use does not affect the adjustment of the limit switches. Provide an electrical or mechanical device that automatically disconnects the motor from the operating mechanism when the emergency manual operating mechanism is engaged.

2.7.1 Door-Operator Types

Provide an operator mounted to the right or left door head plate with the operator on top of the door-hood assembly and connected to the door drive shaft with drive chain and sprockets. Headroom is required for this type of mounting.

2.7.2 Electric Motors

Provide motors which are the high-starting-torque, reversible, constant-duty electrical type with overload protection of sufficient torque and horsepower to move the door in either direction from any position.

Ensure they produce a door-travel speed of not less than 8 nor more than 12 inches per second without exceeding the horsepower rating.

SECTION 08 33 23 Page 9 (Added by Amendment 0002)

Provide motors which conform to NEMA MG 1 designation, temperature rating, service factor, enclosure type, and efficiency to the requirements specified.

2.7.3 Motor Bearings

Select bearings with bronze-sleeve or heavy-duty ball or roller antifriction type with full provisions for the type of thrust imposed by the specific duty load.

Pre-lubricate and factory seal bearings in motors less than 1/2 horsepower.

Equip motors coupled to worm-gear reduction units with either ball or roller bearings.

Equip bearings in motors 1/2 horsepower or larger with lubrication service fittings. Fit lubrication fittings with color-coded plastic or metal dust caps.

In any motor, bearings that are lubricated at the factory for extended duty periods do not need to be lubricated for a given number of operating hours. Display this information on an appropriate tag or label on the motor with instructions for lubrication cycle maintenance.

2.7.4 Motor Starters, Controls, and Enclosures

Provide each door motor with: a factory-wired, unfused, disconnect switch;

a reversing, across-the-line magnetic starter with thermal overload protection; 120-volt operating coils with a control transformer limit switch; and a safety interlock assembled in a NEMA ICS 6 type enclosure as specified herein. Ensure control equipment conforms to NEMA ICS 2.

Provide adjustable switches, electrically interlocked with the motor controls and set to stop the door automatically at the fully open and fully closed position.

2.7.5 Control Enclosures

Provide control enclosures that conform to NEMA ICS 6 for general purpose NEMA Type 1..

2.7.6 Transformer

Provide starters with 230/460 to 115 volt control transformers with one secondary fuse when required to reduce the voltage on control circuits to 120 volts or less. Provide a transformer conforming to NEMA ST 1.

2.7.7 Safety-Edge Device

Provide each door with a pneumatic safety device extending the full width of the door and located within a U-section neoprene or rubber astragal, mounted on the bottom rail of the bottom door section. Device needs to immediately stop and reverse the door upon contact with an obstruction in the door opening during downward travel and cause the door to return to full-open position. A safety device is not a substitute for a limit switch.

Connect safety device to the control circuit through a retracting safety cord and reel.

SECTION 08 33 23 Page 10 (Added by Amendment 0002)

2.7.8 Remote-Control Stations

Provide interior remote control stations which are full-guarded, momentary-contact three-button, heavy-duty, surface-mounted NEMA ICS 6 type enclosures as specified. Mark buttons "OPEN," "CLOSE," and "STOP." Ensure the "CLOSE" button requires a constant pressure to maintain the closing motion of the door. When the door is in motion and the "STOP" button is pressed, ensure the door stops instantly and remains in the stopped position. From the stopped position, the door may then be operated in either direction.

2.7.9 Speed-Reduction Units

Provide speed-reduction units consisting of hardened-steel worm and bronze worm gear assemblies running in oil or grease and inside a sealed casing, coupled to the motor through a flexible coupling. Drive shafts need to rotate on ball- or roller-bearing assemblies that are integral with the unit.

Provide minimum ratings of speed reduction units in accordance with AGMA provisions for class of service.

Ground worm gears to provide accurate thread form; machine teeth for all other types of gearing. Surface harden all gears.

Provide antifriction type bearings equipped with oil seals.

2.7.10 Chain Drives

Provide roller chains that are a power-transmission series steel roller type conforming to ASME B29.400, with a minimum safety factor of 10 times the design load.

Heat-treat or otherwise harden roller-chain side bars, rollers, pins, and bushings.

Provide high-carbon steel chain sprockets with machine-cut hardened teeth, finished bore and keyseat, and hollow-head setscrews.

2.7.11 Brakes

Provide 360-degree shoe brakes or shoe and drum brakes. Ensure the brakes are solenoid-operated and electrically interlocked to the control circuit to set automatically when power is interrupted.

2.8 SURFACE FINISHING

Comply with NAAMM AMP 500 for recommendations for applying and designating finishes. Noticeable variations in the same metal component are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved samples and are assembled or installed to minimize contrast.

PART 3 EXECUTION

3.1 GENERAL

Install overhead coiling door assembly, anchors and inserts for guides, brackets, motors, switches, hardware, and other accessories in accordance

SECTION 08 33 23 Page 11 (Added by Amendment 0002) with approved detail drawings and manufacturer's written instructions.

Upon completion of installation, ensure doors are free from all distortion.

Install overhead coiling doors, motors, hoods, and operators at the mounting locations as indicated for each door in the contract documents and as required by the manufacturer.

Install overhead coiling doors, switches, and controls along accessible routes in compliance with regulatory requirements for accessibility and as required by the manufacturer.

3.2 POWDER COAT FINISH

Ensure powder coat steel doors and frames are in accordance with manufacturer's instructions. Ensure finishes are free of scratches or other blemishes.

3.3 ACCEPTANCE PROVISIONS

After installation, adjust hardware and moving parts. Lubricate bearings and sliding parts as recommended by manufacturer to provide smooth operating functions for ease movement, free of warping, twisting, or distortion of the door assembly.

Adjust seals to provide weather-tight fit around entire perimeter.

Engage a factory-authorized service representative to perform startup service and checks according to manufacturer's written instructions.

Test the door opening and closing operation when activated by controls or alarm-connected fire-release system. Adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. Reset door-closing mechanism after successful test.

Test and make final adjustment of new doors at no additional cost to the Government.

3.3.1 Maintenance and Adjustment

Not more than 90 calendar days after completion and acceptance of the project, examine, lubricate, test, and re-adjust doors as required for proper operation.

3.3.2 CLEANING

Clean doors in accordance with manufacturer's approved instructions.

3.4 OPERATION AND MAINTENANCE

Submit 6 copies of the Operation and Maintenance Manuals 30 calendar days prior to testing the Overhead Coiling Door Assemblies. Update and resubmit data for final approval no later than 30 calendar days prior to contract completion.

Provide operation and maintenance manuals which are consistent with

SECTION 08 33 23 Page 12 (Added by Amendment 0002) manufacturer's standard brochures, schematics, printed instructions, general operating procedures, and safety precautions. Provide test data that is legible and of good quality.

-- End of Section --

SECTION 08 33 23 Page 13 (Added by Amendment 0002)

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 60 45

*2 SKYLIGHTS AND TRANSLUCENT PANELS

02/12

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 WARRANTY

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

2.1.1 Recycled Content for Aluminum Framing Materials

2.2 SKYLIGHTS AND TRANSLUCENT PANELS

2.3 GLASS-FIBER PANELS

2.3.1 Weatherability

2.3.2 Non Combustible Grid Core

2.3.3 Adhesive

2.3.4 Panel Construction

2.4 COMMON PANEL REQUIREMENTS

2.4.1 Appearance

2.4.2 Panel Fabrication

2.4.3 Thermal Performance

2.5 SKYLIGHT ANDTRANSLUCENT PANEL SYSTEMS

2.6 FLEXIBLE SEALING TAPE

PART 3 EXECUTION

3.1 EXAMINATION

3.2 ERECTION

-- End of Section Table of Contents --

SECTION 08 60 45 Page 1 (Added by Amendment 0002)

SECTION 08 60 45

*2 SKYLIGHTS AND TRANSLUCENT PANELS

02/12

ADDED PER AMENDMENT 02

PART 1 GENERAL

1.1 SUMMARY

Provide commercially available translucent skylights and translucent wall panels which satisfy all requirements contained in this section and have been verified by load testing and independent design analyses (if required) to meet specified design requirements. Provide environmentally preferable products and work practices, applicable to skylights, considering raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, and/or disposal of the products or services used in the skylights. Provide UV-stabilized, shatterproof and energy efficient skylight systems. Provide light transmitting plastics in the manufacturing of skylights for daylighting applications. Systems must meet requirements of UFC 4-010-01.

1.2 REFERENCES

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

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 2605 (2017a) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

AAMA/WDMA/CSA 101/I.S.2/A440 (2011; Update 1 2014) North American Fenestration Standard/Specification for Windows, Doors, and Skylights

ASTM INTERNATIONAL (ASTM)

ASTM C297/C297M (2016) Flatwise Tensile Strength of Sandwich Constructions

ASTM D1002 (2010) Apparent Shear Strength of Single-Lap-Joint Adhesively Bonded Metal Specimens by Tension Loading (Metal-to-Metal)

ASTM D1003 (2013) Haze and Luminous Transmittance of Transparent Plastics

ASTM D1037 (2012) Evaluating Properties of Wood-Base Fiber and Particle Panel Materials

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences

SECTION 08 60 45 Page 2 (Added by Amendment 0002) from Instrumentally Measured Color Coordinates

ASTM D3841 (2016) Standard Specification for Glass Fiber-Reinforced Polyester Plastic Panels

ASTM D572 (2004; R 2010) Rubber Deterioration by Heat and Oxygen

ASTM E108 (2011) Fire Tests of Roof Coverings

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E661 (2003;R 2015; E 2015) Standard Test Method for Performance of Wood and Wood-Based Floor and Roof Sheathing Under Concentrated Static and Impact Loads

ASTM E695 (2003; R 2015; E 2015) Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading

ASTM E72 (2015) Conducting Strength Tests of Panels for Building Construction

ICC EVALUATION SERVICE, INC. (ICC-ES)

ICC-ES AC04 (2012; R 2015) Acceptance Criteria for Sandwich Panels

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

NATIONAL FENESTRATION RATING COUNCIL (NFRC)

NFRC 100 (2014) Procedure for Determining Fenestration Product U-Factors

NFRC 200 (2014) Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 4-010-01 (2012; with Change 1) DoD Minimum Antiterrorism Standards for Buildings

SECTION 08 60 45 Page 3 (Added by Amendment 0002)

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.23 (Nov 2016) Ladders

UNDERWRITERS LABORATORIES (UL)

UL 972 (2006; Reprint Dec 2015) Standard for Burglary Resisting Glazing Material Type

1.3 SUBMITTALS

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

submittals not having a "G" designation are forinformation only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Shop Drawings; G,RO

SD-03 Product Data

Skylights and Translucent Panels; G, RO Warranty

SD-06 Test Reports

Test Reports

SD-07 Certificates

Systems Qualifications

SD-11 Closeout Submittals

Recycled Content for Aluminum Framing Materials; S Energy Efficient Equipment for Residential Skylights; S

1.4 QUALITY ASSURANCE

a. Provide documentation of Qualifications for the following: The manufacturer is a company specializing in the manufacture of the specified products with a minimum of 10 years documented experience.

The installer has documented experience of 5 years minimum performing the work specified.

1.5 DELIVERY, STORAGE, AND HANDLING

Provide factory assembled system modules to the greatest extent possible.

Ship panels to the jobsite in rugged shipping units, ready for erection.

Affix conspicuous decals on all skylights warning individuals against sitting or stepping on the units. Store skylight panels on the long edge, several inches above the ground, blocked and under cover to prevent

SECTION 08 60 45 Page 4 (Added by Amendment 0002) warping. Deliver unit skylights in manufacturer's original containers, dry, undamaged, with seals and labels intact. Deliver, store and protect all products in accordance with manufacturer's recommendations.

1.6 WARRANTY

Provide the manufacturer's complete warranty for materials, workmanship, and installation. The warranty is for 5 years from the time of project completion and with no proration. The warranty must guarantee, but not be limited to, the following:

a. No change in light transmission and color of the panels after exposure to heat of 300 degrees F for 25 minutes. .In accordance with ASTM D2244, panels do not darken more than 3.0 Delta E units after 5 years of outdoor weathering..

b. There is no delamination of the panel affecting appearance, performance, weatherability or structural integrity of the panels or the completed system.

c. There is no fiberbloom on the panel face.

d. Change in light transmission of no more than 6 percent in accordance with ASTM D1003, and in color (yellowing index) no more than 10 points in comparison to the original specified value over a 10 year period.

e. Provide a single source warranty for the glazing panels and the framing system. Third party warranty for the glazing panels will not be accepted.

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

For products in this section, where applicable and to extent allowed by performance criteria, provide and document the following:

2.1.1 Recycled Content for Aluminum Framing Materials

Provide aluminum components with a minimum recycled content of 20percent.

Provide documentation in accordance with Section 01 33 29 SUSTAINABILITY REPORTING paragraph RECYCLED CONTENT.

2.2 SKYLIGHTS AND TRANSLUCENT PANELS

Fabricate skylight panels of glass-fiber reinforced polyester panels conforming to the specified requirements and other appropriate lab test specified criteria, weighing not less than 8 ounces/square foot. Submit certified Test Reports from independent testing laboratory for each type and class of panel system. Reports must verify that the material meets specified performance requirements. Previously completed test reports will be acceptable if they are current and indicative of products used on this project. Where a Class A, B or C roof is part of the project, provide a listing certificate for roof covering systems category certifying that the product complies with the safety standards of ASTM E108 and ICC IBC. Size and color of skylight panels as indicated. Skylights to be mounted to prefabricated insulated roof curb provided in Specification Section 07 41 13.

SECTION 08 60 45 Page 5 (Added by Amendment 0002)

2.3 GLASS-FIBER PANELS

Provide glass-fiber reinforced polyester panels conforming to ASTM D3841, and to the requirements of AAMA/WDMA/CSA 101/I.S.2/A440.

2.3.1 Weatherability

Provide the exposed faces of fiberglass sandwich type panels with a permanent glass veil erosion barrier embedded integrally to provide maximum long term resistance to reinforcing fiber exposure. The exterior face sheet must be uniform in strength and resistant to penetration by pencil point.

2.3.2 Non Combustible Grid Core

Use 6063-T6 aluminum I-beams with provisions for mechanical interlocking of muntin-mullion and perimeter to prevent high and low intersections which do not allow full bonding surface to contact with face material. I-beam width no less than 7/16 inch. Machine I-beam grid to tolerances of not greater than plus or minus 0.002 inch for flat panels. Panels must withstand 1200 degrees F fire for a minimum of one hour without collapse or exterior flaming.

2.3.3 Adhesive

Use heat and pressure resin-type laminate adhesive engineered for structural sandwich panel use; which passes testing requirements specified by the International Conference of Building Officials' "Acceptance Criteria for Sandwich Panel Adhesive". Provide with the following minimum strength:

a. Tensile Strength of 750 psi in accordance with ASTM C297/C297M after two exposures to six cycles each of the aging conditions prescribed in

ASTM D1037.

b. Shear Strength, after exposure to five separate aging conditions in accordance with ASTM D1002:

(1) 540 psi at 50 percent relative humidity and 73 degrees F.

(2) 800 psi under accelerated aging in accordance with ASTM D1037 at room temperature.

(3) 250 psi under accelerated aging in accordance with ASTM D1037 at 182 degrees F.

(4) 1400 psi after 500 hour Oxygen Bomb in accordance with ASTM D572.

(5) 100 psi at 182 degrees F.

2.3.4 Panel Construction

Provide panels consisting of fiberglass faces laminated to an aluminum I-beam grid core and deflecting no more than 1.9 inches at 30 psf in 10 feet in accordance with ASTM E72, without a supporting frame. Include manufacturing facilities, sandwich panel components and production sandwich panels in the quality control inspections and required testing, conducted at least once each year, for conformance with ICC-ES AC04 or equivalent.

SECTION 08 60 45 Page 6 (Added by Amendment 0002)

2.4 COMMON PANEL REQUIREMENTS

2.4.1 Appearance

Provide face sheets uniform in color to prevent splotchy appearance and completely free of ridges and wrinkles which prevent proper surface contact. Clusters of air bubbles/pinholes which collect moisture and dirt are not acceptable.

2.4.2 Panel Fabrication

Panel construction must meet the following requirements:

a. Light transmission 16 percent; color White.

b. Assembled panel thickness 2 3/4 inches.

c. Grid size as indicated.

2.4.3 Thermal Performance

Provide non-residential skylights (including frames and glass) certified by the National Fenestration Rating Council with a whole-unit Solar Heat Gain Coefficient (SHGC) maximum of .25 determined according to NFRC 200 procedures and a U-factor maximum of .23 Btu/hr-ft2-F in accordance with

NFRC 100.

2.5 SKYLIGHT ANDTRANSLUCENT PANEL SYSTEMS

Submit manufacturer's certificate that the systems meet or exceed specified requirements. Provide systems evaluated and listed (the whole skylightand translucent panelas a unit, not just a glazing material in the unit) by the recognized building code authorities: ICC and SBCCI-Public Safety Testing and Evaluation Services Inc. Product ratings determined using NFRC 100 and NFRC 200 must be authorized for certification and properly labeled by the manufacturer. Provide skylight and translucent panelsystems meeting the following requirements:

a. Integral perimeter framing system assembly by the manufacturer.

b. Exterior panel faces white in color. Interior panel faces white in color.

c. Air infiltration at 1.57 psf less than 0.04 cfm/ft2 and at 6.24 psf less than0.1 cfm/ft2 in accordance with ASTM E283.

d. Water penetration at test pressure of 15 psf equals zero in accordance with ASTM E331.

e. Manufacturer is responsible for maximum system deflection, in accordance with the applicable building code, and without damage to system performance. Calculate deflection in accordance with engineering principles.

f. Incorporate weepage elements within the perimeter framework of the glazing system for drainage of any condensation or water penetration.

g. System must accommodate movement within the system; movement between the system and perimeter framing components; dynamic loading and

SECTION 08 60 45 Page 7 (Added by Amendment 0002) release of loads; and deflection of supporting members. Achieve this without damage to system or components, deterioration of weather seals and fenestration properties specified.

h. The exterior panel face must repel an impact of 50 foot-pounds without fracture or tear when impacted by a 3.25 inch diameter, 5 pound free falling ball dropped from a vertical distance of 10 feet when tested in accordance with UL 972.

i. Provide system meeting the fall through requirements of 29 CFR 1910.23 as demonstrated by testing in accordance with ASTM E661 or ASTM E695, thereby not requiring supplemental screens or railings.

j. Provide corrosion resistant superior-performance organic finish in accordance with AAMA 2605.

k. Provide a system requiring no scheduled recoating to maintain its performance or for UV resistance.

l. Design criteria:

(1) Wind Load See Structural Drawings ; snow load See Structural Drawings.

(2) Frame Blast Loads: Design framing to resist 50 pounds per square foot blast load at L/160 deflection.

(3) Anchor Blast Loads: Design anchors to resist 100 pounds per square foot blast load.

m. Use 6063-T6 and 6063-T5 extruded aluminum; all fasteners of stainless steel or cadmium plated steel.

2.6 FLEXIBLE SEALING TAPE

Provide manufacturer's standard pre-applied sealing tape to closure system at the factory under controlled conditions.

PART 3 EXECUTION

3.1 EXAMINATION

Field verify all submitted opening sizes, dimensions and tolerances;

preparation of openings includes isolating dissimilar materials from aluminum system to avoid damage by electrolysis. The installer must examine area of installation to verify readiness of site conditions and to notify the Contractor about any defects requiring correction. Verify when structural support is ready to receive all specified work and to convene a pre-installation conference, if approved by the Contracting Officer, including the Contractor, skylight installer and all parties directly affecting and affected by the specified work. Do not install any materials that show visual evidence of biological growth due to the presence of moisture. Do not commence work until conditions are satisfactory.

3.2 ERECTION

Erect translucent skylight system in accordance with the approved shop drawings supplied by the manufacturer. Submit drawings showing fabrication details, materials, dimensions, installation methods, anchors, and

SECTION 08 60 45 Page 8 (Added by Amendment 0002) relationship to adjacent construction. Fasten and seal in accordance with the manufacturer's shop drawings. Remove all panel, after other trades have completed work on adjacent materials. Carefully inspect and adjust panel installation as necessary to ensure proper installation and weather-tight conditions. provide all staging, lifts and hoists required for the complete installation and field measuring. Install system clean of dirt, debris or staining and thoroughly examined for removal of all protective material prior to final inspection of the designated work area.

Do not use snow rakes on roof windows or skylights.

-- End of Section --

SECTION 08 60 45 Page 9 (Added by Amendment 0002)

Recept i on Compl ex JA76149 Ft . Jackson, SC

SECTI ON TABLE OF CONTENTS

DI VI SI ON 22 - PLUMBI NG

SECTI ON 22 00 00

PLUMBI NG, GENERAL PURPOSE

11/15

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 STANDARD PRODUCTS

1. 3. 1 Al t er nat i ve Qual i f i cat i ons

1. 3. 2 Ser v i ce Suppor t

1. 3. 3 Manuf act ur er ' s Namepl at e

1. 3. 4 Modi f i cat i on of Ref er ences

1. 3. 4. 1 Def i ni t i ons

1. 3. 4. 2 Admi ni st r at i ve I nt er pr et at i ons

1. 4 DELI VERY, STORAGE, AND HANDLI NG

1. 5 PERFORMANCE REQUI REMENTS

1. 5. 1 Wel di ng

1. 5. 2 Cat hodi c Pr ot ect i on and Pi pe Joi nt Bondi ng

1. 6 REGULATORY REQUI REMENTS

1. 7 PROJECT/ SI TE CONDI TI ONS

1. 8 I NSTRUCTI ON TO GOVERNMENT PERSONNEL

1. 9 ACCESSI BI LI TY OF EQUI PMENT

PART 2 PRODUCTS

2. 1 MATERI ALS

2. 1. 1 Pi pe Joi nt Mat er i al s

2. 1. 2 Mi scel l aneous Mat er i al s

2. 1. 3 Pi pe I nsul at i on Mat er i al

2. 2 PI PE HANGERS, I NSERTS, AND SUPPORTS

2. 3 VALVES

2. 3. 1 Backwat er Val ves

2. 3. 2 Wal l Faucet s

2. 3. 3 Wal l Hydr ant s ( Fr ost pr oof )

2. 3. 4 Rel i ef Val ves

2. 3. 5 Ther most at i c Mi xi ng Val ves

2. 4 FI XTURES

2. 4. 1 Lavat or i es

2. 4. 2 Aut omat i c Cont r ol s

2. 4. 3 Fl ush Val ve Wat er Cl oset s

2. 4. 4 Wal l Hung Lavat or i es

2. 4. 5 Ser v i ce Si nks

2. 4. 6 Dr i nki ng- Wat er Cool er s

2. 4. 7 Wheel chai r Dr i nki ng Wat er cool er

2. 4. 8 Pr ecast Ter r azzo Mop Si nks

2. 4. 9 Emer gency Eyewash and Shower

2. 4. 10 Emer gency Eye and Face Wash

2. 4. 11 Ki t chen Si nk

2. 5 BACKFLOW PREVENTERS

SECTI ON 22 00 00 Page 1 ( Revi sed by Amendment 0002)

2. 6 DRAI NS

2. 6. 1 Fl oor and Shower Dr ai ns

2. 6. 1. 1 Dr ai ns and Backwat er Val ves

2. 6. 2 Ar ea Dr ai ns

2. 6. 3 Boi l er Room Dr ai ns

2. 6. 4 Si ght Dr ai ns

2. 7 TRAPS

2. 8 WATER HEATERS

2. 8. 1 Aut omat i c St or age Type

2. 8. 1. 1 Gas- Fi r ed Type

2. 8. 2 Phenol i c Resi n Coat i ngs f or Heat er Tubes

2. 8. 2. 1 St andar d Pr oduct

2. 9 PUMPS

2. 9. 1 Ci r cul at i ng Pumps

2. 9. 2 Fl exi bl e Connect or s

2. 10 COMPRESSED AI R SYSTEM

2. 10. 1 Ai r Compr essor s

2. 10. 2 Lubr i cat ed Compr essor s

2. 10. 3 Ai r Recei ver s

2. 10. 4 I nt ake Ai r Suppl y Fi l t er

2. 10. 5 Pr essur e Regul at or s

2. 11 DOMESTI C WATER SERVI CE METER

2. 12 ELECTRI CAL WORK

2. 13 STEAM PRESS LAUNDRY EQUI PMENT

2. 13. 1 St eam Pr ess Laundr y Uni t

2. 13. 2 St eam Boi l er

2. 13. 2. 1 St eam Boi l er

2. 13. 2. 2 St eam Pr essur e Cont r ol l er

2. 13. 2. 3 St eam Tr aps

2. 13. 2. 3. 1 I nver t ed Bucket Tr aps

2. 13. 3 Vacuum Pumpi ng Uni t

2. 14 MI SCELLANEOUS PI PI NG I TEMS

2. 14. 1 Escut cheon Pl at es

2. 14. 2 Pi pe Sl eeves

2. 14. 2. 1 Sl eeves i n Masonr y and Concr et e

2. 14. 2. 2 Sl eeves Not i n Masonr y and Concr et e

2. 14. 3 Pi pe Hanger s ( Suppor t s)

2. 14. 4 Namepl at es

2. 14. 5 Label s

PART 3 EXECUTI ON

3. 1 GENERAL I NSTALLATI ON REQUI REMENTS

3. 1. 1 Wat er Pi pe, Fi t t i ngs, and Connect i ons

3. 1. 1. 1 Ut i l i t i es

3. 1. 1. 2 Cut t i ng and Repai r i ng

3. 1. 1. 3 Pr ot ect i on of Fi xt ur es, Mat er i al s, and Equi pment

3. 1. 1. 4 Mai ns, Br anches, and Runout s

3. 1. 1. 5 Pi pe Dr ai ns

3. 1. 1. 6 Expansi on and Cont r act i on of Pi pi ng

3. 1. 1. 7 Thr ust Rest r ai nt

3. 1. 1. 8 Commer ci al - Type Wat er Hammer Ar r est er s

3. 1. 2 Compr essed Ai r Pi pi ng ( Non- Oi l Fr ee)

3. 1. 3 St eam Pi pi ng and Fi t t i ngs

3. 1. 4 Condensat e Ret ur n Pi pe and Fi t t i ngs

3. 1. 5 Joi nt s

3. 1. 5. 1 Thr eaded

3. 1. 5. 2 Mechani cal Coupl i ngs

3. 1. 5. 3 Uni ons and Fl anges

SECTI ON 22 00 00 Page 2 ( Revi sed by Amendment 0002)

3. 1. 5. 4 Gr ooved Mechani cal Joi nt s

3. 1. 5. 5 Cast I r on Soi l , Wast e and Vent Pi pe

3. 1. 5. 6 Copper Tube and Pi pe

3. 1. 5. 7 Pl ast i c Pi pe

3. 1. 5. 8 Cor r osi ve Wast e Pl ast i c Pi pe

3. 1. 5. 9 Pol ypr opyl ene Pi pe

3. 1. 6 Di ss i mi l ar Pi pe Mat er i al s

3. 1. 7 Cor r osi on Pr ot ect i on f or Bur i ed Pi pe and Fi t t i ngs

3. 1. 8 Pi pe Sl eeves and Fl ashi ng

3. 1. 8. 1 Sl eeve Requi r ement s

3. 1. 8. 2 Fl ashi ng Requi r ement s

3. 1. 8. 3 Wat er pr oof i ng

3. 1. 8. 4 Opt i onal Count er f l ashi ng

3. 1. 8. 5 Pi pe Penet r at i ons of Sl ab on Gr ade Fl oor s

3. 1. 8. 6 Pi pe Penet r at i ons

3. 1. 9 Fi r e Seal

3. 1. 10 Suppor t s

3. 1. 10. 1 Gener al

3. 1. 10. 2 Pi pe Suppor t s and St r uct ur al Br aci ng, Sei smi c Requi r ement s

3. 1. 10. 3 Pi pe Hanger s, I nser t s, and Suppor t s

3. 1. 10. 4 St r uct ur al At t achment s

3. 1. 11 Wel ded I nst al l at i on

3. 1. 12 Pi pe Cl eanout s

3. 2 WATER HEATERS AND HOT WATER STORAGE TANKS

3. 2. 1 Rel i ef Val ves

3. 2. 2 I nst al l at i on of…