R0033 TO Initial Specs.pdf

DUGWAY PROVING GROUND

DUGWAY. UTAH.

TECHNICAL CONDITIONS

July 17, 2009

PMO Unmanned Aircraft RDT&E Building

Summary of Work Maps and Drawings

W91238-10-R-0033 Task Order Initial Specification

July 9, 2010 1 28

Summary Of Work

Project consists of constructing a new Unmanned Aircraft RDT&E Building, office spaces on the mezzanine, restroom, fire sprinkler system, heating & cooling, electrical which consist of a new 75’ x 200’ x 25’ steel building as specified. Construction shall meet requirements of the International Building Code (IBC), National Fire Protection – Association (NFPA) 101, National Code (NEC), Uniform Mechanical Code (UMC) and NFPA. The contactor shall furnish and install the new items indicated and shown, but not be limited to the following:

1.1 Culinary water - Tie the new water service into the main, with a shutoff valve in the service line 20feet from the main line. Line will be 8-inch type schedule 80 pvc pipe buried a minimum of 36 inches below grade with the main shut off and pressure reducing valve in the fire suppression mechanical room of the building. The culinary water line shall be 3A-inch copper or equivalent. Piping shall be pressure tested before back filling, and be installed in accordance with state, local, and federal codes.

1.1.1 Main Water Line - Install a new water line from the main line into the valve house. The water line shall be 8-inch, blue brut to match the existing main. The minimum working pressure for the distribution system is 200 psi at 73 degrees Fahrenheit. All piping, couplings, valves, fittings, etc. shall be rated for this pressure and be hydrostatic tested at 300 psi.

1.1.2 Installation shall be in accordance with the product manufacturer's recommendations. Polyvinyl Chloride (PVC) pipe, couplings and fittings shall be manufactured specifically for the type pipe used. The system shall be hydrostatic tested to include both a pressure and a leakage test and screws, gaskets or solvent cement joints shall be left exposed during the test. After the pipe has been installed and the trench has been partially backfilled, leaving the joints exposed for examination, the pipe shall be filled with water in a manner to expel all air. The pipe line shall be subjected to a test pressure of 150 percent of the working pressure for a period of at least one-hour. The leakage test shall be performed subsequent to or concurrently with the pressure test and shall meet an allowable leakage rate according to the standard one-hour leakage rate formula:

L=NDP/K, where

L equals the allowable leakage in gallons per hour, N is the number of field joints in the length of pipeline tested, D is the nominal diameter of the pipe in inches, P is the square root of the average test pressure in psig, and K is equal to 7,400.

1.1.3 Valves 2-inches or smaller shall be all bronze with screw fittings. Valves larger than 2-inches shall be iron body, bronze-mounted with flanged ends and non-slam type.

1.1.4 Disinfectant shall be liquid chlorine, calcium or sodium hypochlorite. Water line shall be disinfected and flushed. A disinfecting procedure will be required of all potable water line where the lines have been cut.

1.1.5 Maximum offset in a l i gnment between adjacent pipe joints shall not exceed 5-degrees.

1.1.6 Service lines 2-inches and smaller shall be connected to the main by a directly tapped corporation stop or by a service clamp. A corporation stop and a copper gooseneck shall be provided with either type of connection. The service lines 1½-inches and smaller shall have a service stop. Service lines 2-inches and larger shall have a gate valve.

W91238-10-R-0033 Task Order Initial Specification

2 28

Lugger restraint kits shall be installed at plugs. caps. tees and bends deflecting 22-1degrees or more on water lines 4-inches in diameter or larger.

1.1.8 The contractor shall install a water line to a fire hydrant (500-pm) to be located as indicated on the drawing.

1.2 Fire suppression system - Fire suppression shall be provided in accordance with NFPA 13 and UFC

3-600-01, Fire Protection Engineering for Facilities. The fire protection system shall be laid out, designed and certified by a qualified fire protection engineer, and submitted for approval.

1.2.1 Furnish and install one-fire hydrant (500-gpm), local alarm system (audio and visual), pull stations at each exit, heat detectors in the shop area and smoke detectors in the mechanical and restrooms. Furnish and install equipment to tie this building into the centralized alarm system manufactured by G.H. Harlow. The system shall be manufactured by G.H. Harlow and be compatible with the existing equipment.

1.3 Restrooms - Install plumbing with appropriate vents and clean outs in accordance with the Uniform

Plumbing Code. Install two toilets with toilet paper dispensers to match dispensers on the DPG and floor drains centered in each restroom and at the eyewash, lavatories including mirrors, soap and paper dispensers to match common dispensers used on the DPG (Provide by DPG Janitorial Contractor, install by the contractor). Culinary water lines from the mechanical room to the restrooms shall be ' -inch type K copper or PEX Piping with Manabloc

1.3.1 Provide handicapped plumbing fixtures and all utility rough-ins, piping and water heater. Toilet type shall be floor-mount, elongated bowl white china meeting ANSI 112.19.2. Toilet seats shall be white with an open front plastic, heavy duty, durable seat have an anti-microbial additive to prevent bacteria growth.

Furnish and install washerless lavatory faucets, 4-inch wide wrist-action lever handles ADA compliant.

Furnish and install a sink with countertop. Sink shall be ADA oval 19-inch diameter enameled cast iron.

The contractor shall make submittals on fixture types that are to be approved by the government.

1.3.2 Base cabinet - Cabinet shall be installed in the restrooms as shown on the sketches. Finish the counters in Formica, and paint all sides and the interior of the cabinets white. Paint shall comply to specifications found in the Safety and Environmental section of this specification and match the wall color. Cabinet shall be 30-inches long by 24-inches deep.

1.3.3 Sewer system - The new sewer system for the facility shall be on a septic tank system with the septic tank and drain field north-east of the building as shown on the drawing. The new septic system shall be sized to accommodate the restrooms shown estimating a 30-person occupancy for the building. Sewer shall be installed to meet requirements of the Uniform Plumbing Code (UPC). The sewer line shall be 4 inches pvc sewer pipe from the building to the septic tank, with a clean out on the exterior of the building. Slope sewer line in accordance with the UPC. The contractor shall comply with Tooele County Health Department, Health Regulation # 12, Waste Water Disposal and Utah Administrative Code, Rule R317-4, Onsite Wastewater Systems. Plumb with appropriate vents, and clean outs in accordance with the Uniform Plumbing Code.

1.3.4 Eyewash - Provide an eye/face wash with shower located as indicated on the drawing. Shower shall have a pull rod that activates the stay-open valve for a continuous flow of water. Push the flag handle to activate the stay-open valve for the eye and eye/face wash. Valves and spray arms

W91238-10-R-0033 Task Order Initial Specification

3 28 shall be chrome-plated brass. Showerhead shall be 10-inch diameter. The eve and eve/face bowl shall be ABS plastic 12-inch diameter. Connect station into the culinary water system in the mechanical room with P/4-inch NPT.

1.4 Trenching

1.4.1 Trench walls below and above the top of the pipe shall be sloped or made vertical, depending on the soil conditions. Trench width below the top of the pipe shall not exceed 24-inches plus pipe outside diameter. Water and sewer lines shall be buried a minimum of 36-inches. Select granular material shall consist of well-graded sand six inches below and above the pipe. All utility lines shall be marked with marking tape 18-inches above the line. The bottom of the trench shall be accurately graded to provide uniform bearing and support for the bottom quadrant of each section of the pipe. Bell holes shall be excavated to the necessary size at each joint or coupling to eliminate point bearing. Where unyielding material is encountered in the bottom of the trench, such material shall be removed 4 inches below the required grade and replaced with select materials and compacted. Material satisfactory for back filling shall be stockpiled at a sufficient distance from the banks of the trench to prevent slides or cave-ins. Excavated material not required or not satisfactory for backfill shall be removed from the site. Where unstable material is encountered in the bottom of the trench, such material shall be removed to the depth directed and replaced to the proper grade with select granular material placed in layers not to exceed a loose thickness of six inches and compacted. Backfill material shall be placed in lifts of 8 inches loose thickness and compacted to at least 95% of maximum density. The trench shall be back filled to 2-feet above the top of the pipe, except for the bells, prior to performing the required pressure tests. After other required tests have been performed and the trench backfill compacted to 2-feet above the top of the pipe, the sewer pipe shall be inspected to determine whether significant displacement has occurred. If the interior of the pipe shows poor alignment or any other defects that would cause improper functioning of the system, the defects shall be remedied.

1.5 Doors/Windows

1.5.1 Personnel doors - All doors are to be equipped with panic hardware, which meet the life safety code and the Security Regulations. An eight-pin best lock cylinder is to be installed on the north door.

Install steel doors and frames, 18 gauge, 13/4-inch thick by 3' x 7' high, insulated, and match frames to wall. thickness. Furnish heavy-duty door closer with each door. Install a 24" x 30" window in exterior doors. Install weather stripping and thresholds on exterior doors. Install 4 1/2" hinges with security pin and ball bearings.

1.5.2 Overhead doors - Install 70-foot wide 14-foot high bi-fold automatic door and 20-foot wide by 14-foot high overhead automatic doors. Doors shall be insulated spring counterbalanced, rolling type with interlocking slats, windlocks, endlocks, completed with guides, fastenings, hood, bracket and power operating mechanisms, and shall be designed for use on openings as indicated. Doors and components shall be designed to withstand the minimum design wind load of 20 psf and shall meet ASTME 330. The door slat system shall supply a minimum R-value of 4 when calculated in accordance with ASHRAE Hdbk-IP.

1.5.3 Windows - Premium vinyl sliding window frame, double insulated glass, low E insulated. All windows to match the dimension in the drawing. Window shall be furnished with screen.

1.6 Gypsum Wallboard

1.6.1 Gypsum Wallboard shall conform to the requirements of ASTM-C36 and be 48" wide, 5/8" thick, Type "X", and tapered edges. Steel framing, furring, and related items shall conform to the requirements of ASTM C645 and C955. Joint treatment material shall conform to the requirements of ASTM C475.

Screws shall conform to the requirements of ASTM C1002and C954. Corner beads, edge trim, and control joints shall conform to the requirements of ASTM C1047.

1.6.2 Acoustical Ceiling: Acoustical treatment shall consist of sound controlling units mechanically mounted

W91238-10-R-0033 Task Order Initial Specification

4 28 on a ceiling suspension system. Units for exposed-grid system shall be Type IX mineral fiber with scrubbable finish, minimum NRC 0.60. pattern D, nominal size: 24 by 48 inches, edge detail: square, finish: factory-applied standard finish, minimum LR coefficient: 0.8, minimum CAC: 35, flame spread:

Class a, 25 or less.

1.6.3 Suspension System: shall be standard, exposed-grid, standard width flange, and shall conform to ASTM C 635 for intermediate-duty systems, Surface exposed to view shall be aluminum or steel with factory-applied white baked-enamel finish. Wall molding shall have a flange of not less than 15/16 inch.

Inside and outside corner caps shall be provided. Suspended ceiling framing system shall have the capability to support the finished ceiling, light fixtures, air diffusers, and accessories. The suspension system shall have a maximum deflection of 1/360 of span details shall conform to the guidance in TI 809-04 and ASTM E 580

1.6.4 Hangers: Hangers and attachment shall support a minimum 300 pound ultimate vertical load without failure of supporting material or attachment.

1.6.5 Wires: Shall conform to ASTM A 641/A, Class 1, 0.106 inches in diameter

1.6.6 Resilient Flooring: Sheet vinyl flooring shall be composed of a homogeneous, vinyl composition formulated without asbestos.. Flooring shall be not less than 72 in. wide. Sheet vinyl flooring with backing shall conform to ASTM F 1303, Type II, Grade 1 filled sheet with inorganic or filled fibrous composition backing ( Min. wear layer thickness 0.050 in. and min. overall thickness 0.080 in.). High quality vinyl welding rods for heat welding of joints shall be provided. Resilient Base shall be manufacturers standard rubber coved style base. Base shall be 4" high and a minimum of 1/8" thick. Adhesives as recommended by manufacturer. Carpet will be a 28 ounce commercial carpet. Color’s will be determined by the government.

1.6.7 Painting: The interior and exterior to the shop area of the office area shall receive a minimum of one prime coat and two finish coats of paint. Paint to be of a premium quality. Gypsum wallboard, shall be painted with a semi-gloss latex paint. Metal doors, door frame shall receive a paint coating system. Natural finish wood doors shall be stained and shall receive 2 coats of Varnish.

1.7 Specialties

1.7.1 Toilet Accessories: Toilet accessories shall be provided in accordance with the list below. Each accessory item shall be complete with the necessary mounting plates and shall be of sturdy construction with corrosion resistant surface.

Anchors and Fasteners: Shall be capable of developing a restraining force commensurate with the strength of the accessory to be mounted and shall be suited for use with the supporting construction. Exposed fasteners shall be of tamperproof design and shall be finished to match the accessory.

Finishes: On metal shall be Stainless steel, No. 4 satin finish.

Accessories in Men Restroom: Grab bar's, mirror glass, semi-recessed combination paper dispenser/ waste receptacle, soap dispenser, and surface mounted toilet seat cover/tissue dispenser. (Dugway Proving Ground Janitorial Contractor will provide and Contractor will install)

Accessories in Women's Restroom: Grab bars, mirror glass, semi-recessed combination paper dispenser/ waste receptacle, surface mounted sanitary napkin disposer, soap dispenser, and surface mounted toilet seat cover/tissue dispenser.

(Dugway Proving Ground Janitorial Contractor will provide and Contractor will install)

1.7.2 Install chain link fence around the propane tank with gate.

1.8 Asphalt Approach and Driveway

Task Order Initial Specification

5 28

1.8.1 Place a 5-foot concrete landing. 4-inches thick at each personnel door and slope the landing from the finished floor of the building to the sidewalk.

1.8.2 Asphalt roadway as indicated on the drawings. Remove the existing roadway and prepare sub-base and road base prior to placing asphalt. Compact each to a minimum density of 95%. Subgrade material shall meet all applicable requirements for moisture content, density and smoothness. Sub-grade material shall not deflect or indent significantly under the wheels of a loaded tandem axle truck. Placement of the prime coat or the concrete shall proceed only after sub-grade material is properly prepared. Place road base 6-inches thick and asphalt 4-inches thick. Refer to drawing for dimension on approach and driveway.

1.8.3 Shoulder asphalt pavement/concrete approach ways out 3-feet from the edges. Insure shouldering slopes away at 2%. Shoulders shall be 3/-inch crushed limestone.

1.9 Building - The building shall be pre-engineered steel construction per the International Building Code - IBC2003 and meet handicapped accessible standards. The metal building manufacturer shall select the structural system for the pre-engineered metal building. The foundations, stem walls, grade beams and slabs-on-grade shall be designed by the pre-engineered metal building manufacturer. A stamp engineer is require for the concrete footing & foundation. Minimum thickness of slab shall be 6-inches with # 4 reinforcing bars at 24-inch O.C. The contractor shall install footings and foundation walls in accordance with the building manufacture and meeting the minimum requirements herein. Thermal resistance of insulation shall be not less than R-30 in ceiling and R-19 in walls. Roof and wall insulation shall be a standard product with the insulation manufacturer, factory marked or indentified with insulation manufacturer’s name or trademark and R-value.

1.9.1 Design Loads:

1.9.1.1 Roof Live Loads: 20 psf.

1.9.1.2 Floor Live Loads: 150 psf

L9.1.3 Snow Loads: 30 psf.

1.9.1.4 Basic Wind speed: 90 mph gust. 75-mph sustained.

1.9.1.5 Seismic Use Group Load: I

1.9.2 The minimum footing depth from the bottom of the footing to the outside finished grade for frost penetration shall be 36-inches.

1.9.3 The pre-engineered metal building manufacture shall design the lateral force resisting system for the steel building.

1.9.4 Material stresses:

1.9.4.1 Reinforcing steel (ASTM A 615) minimum yield stress of 60 ksi.

Structural steel (ASTM A 992) minimum yield stress of 50 ksi.

Miscellaneous steel (ASTM A 36) minimum yield stress of 36 ksi.

Structural Tube steel (ASTM A 500, Grade B) minimum yield stress of 46 ksi.

Steel decking minimum yield stress of 33 ksi.

1.9.4.2 Open web joist

K Series Chords minimum yield stress of 50 ksi K Series Webs minimum yield stress of 33 to 50 ksi.

1.9.4.3 Light gauge cold-formed steel

16-gauge and heavier minimum yield stress of 50 ksi.

W91238-10-R-0033 Task Order Initial Specification

6 28

18-gauge and lighter minimum yield stress of 33 ksi.

1.9.4.4 Bolts

In Concrete (UON) ASTM A 307 In Structural steel ASTM A 325, Type N In Cold-Formed steel ASTM A 307

1.9.4.5 Allowable Soil Bearing for Dead Load + Live Load 2500 psf For Combinations with Wind or Seismic Loads 3000 psf Add to the Dead Load 5 psf collateral load.

Use factor of safety of 1.5 for overturning, sliding and uplift.

1/3 increase allowed for material stresses under wind or seismic loading s.

1.9.5 Siding/Roof panels shall. be high rib 26-g

auge perlin bearing rib panels. Panels shall be screwed down. The pitch of the roof shall be 2:12. The building exterior color shall be a single tone to match colors of the existing building at Dugway Proving Ground or approval by the government.

1.10 Concrete - The floor shall be a minimum of six-inches thick. The contractor shall excavate around the perimeter of the building and out the necessary dimension to provide a 2% slope away from the building. The contactor shall final grade around the perimeter of the building to provide the finished grade 2-inches below the ton of the finished floor. The foundation shall be a minimum of 8-inches thick or as recommended by the building manufacturer and submitted and approved by the government.

Number 4 rebar shall be installed between the footing and the foundation wall and between the foundation wall and the floor as recommended by the building manufacture and as submitted and approved by the government. Place # 4 rebar 24-inches on center throughout the floor. The contractor shall excavate below the floor sufficient to place 6-inches of 3A-inch state approve road base with an intended used for highway construction. Two runs of # 4-rebar concrete reinforcing steel shall be installed in the footing. Footing shall be 24-inches wide and•12-inches thick minimum or as required by the building manufacture and as submitted and approved by the government. Rebar shall be 2-inches clear of the edge of the forms. Center the rebar from top to bottom. Rebar shall extend from the footing up into the foundation stem wall. The concrete for the slab shall have a compressive strength in 28 days of 4,000 psi. The compressive strength shall be reached in 7 days when high-early-strength cement is used. Slump shall be 1 to 4 inches for all work, and aggregate shall be 3/4-inch (1-inch maximum). Air content of exterior concrete shall be maintained at 5 to 7 percent by volume of concrete, flexural strength shall be a minimum of 600 psi. Formwork shall be made concrete tight, properly aligned and adequately supported to produce concrete conforming accurately to the indicated shapes, lines, dimensions, and surfaces free of offsets, waviness or bulges. The contractor shall furnish and install one-inch thick polystyrene insulation around the perimeter of the building from 4-inches below the top of the floor down 24-inches minimum.

1.10.1 Bollards - Bollards shall be furnished and installed at each overhead door, on the interior and exterior of the building even with the sides of the doors and approximately 2-feet from the walls. (If government requested) Bollards to be 6’ tall with 2’ in the ground with concrete. Bollards to be prime and painted (gov’t to pick the color)

1.11 Mechanical

1. General - The design, installation, and testing requirements for all systems shall comply with the latest ICBO Uniform Building Code, IAPMO Uniform Mechanical Code, IAPMO Uniform Plumbing Code, NFPA 13, Installation of Sprinkler Systems, NFPA 54 National Fuel Gas Code, NFPA 90A Installation of Air-Conditioning and Ventilating Systems, any Tooele Base facility design guide, and any other criteria listed herein.

2. All components and equipment shall be the standard catalogued products of manufacturers regularly engaged in production of such materials and equipment, and shall be manufacturer's latest standard design. Equipment shall comply with the requirements of Underwriters Laboratories, Inc.

(UL), American Gas Association (AGA), Air-Conditioning and Refrigeration Institute (ARI ) , National

W91238-10-R-0033 Task Order Initial Specification

7 28

Electric Manufacturers Association (NEMA), American National Standards Institute (ANSI), and/or other national trade associations as applicable.

3. Ancillary equipment such as unions, strainers, shut-off valves, check valves, gauges, air vents, relief valves, sight glasses, vibration dampers, escutcheons, expansion joints, dirt legs, balancing valves, regulators, H-O-A switch, sleeves, caulking, sealants, etc., shall be provided for the proper installation, operation, servicing, and removal of all equipment.

4. All equipment outdoors shall have a 6-inch thick concrete pad unless noted otherwise.

5. All equipment listed herein shall meet seismic zone 3 requirements in accordance with the UBC, SMACNA, and NFPA requirements.

6. Dumpsters and haul shall be provided by the contractor to the proper landfill or Dugway Proving

Ground landfill.

7. Hot water pipes shall be insulated with 2-inch mineral fiber or cellular glass. Condensate drain piping less than 4 inch in diameter shall be insulated with 1 inch thick mineral fiber or 1- 1/2 inch thick cellular glass. Provide vapor barrier coating.

8. Contractor shall provide an electronic set of "as-built" drawings of all modifications. Contact DPW for availability of existing electronic drawings.

9. All equipment shall meet the perfolllmance requirements listed herein at a site elevation of 2,200 feet above sea level.

11. All exposed duct work outdoors shall be supported with angle irons and concrete piers as required. All vertical duct risers within the building shall also be supported under the base of the riser with angle irons and or anchored against the wall. All exposed duct work shall be insulated and all seams, joints, and support attachments shall be sealed with tape and vapor retarding coating for a water tight seal. All exposed ductwork shall be primed and painted if required by government. Consult with the government on colors.

12. All mitered elbows shall have turning vanes.

13. Duct penetrations through walls shall be per SMACNA .

14. Contractor shall submit calculations, and drawings if referenced in the write ups for the individual buildings, to Mechanical/Electrical Section; and to Construction Quality Assurance, Sacramento for "information" purposes only, prior to any work performed.

1.11.1 Heating/Air Conditioning - The contractor shall provide cooling and heating load calculations per ASHRAE standards. A safety factor of 10% shall be provided for cooling and heating and an additional 30% for pick-up for heating. Provide a propane furnace and evaporative air-cooling. Unit types selection shall be coordinated with government and user. Heating equipment shall be sized to handle normal heating loads, and general and local ventilation requirements. Heating for the shop area will be tube heaters.

1.11.2 Ventilation requirements - The building is a Unmanned Aircraft RDT&E Building and the contractor shall design for 18,000 cfm for general ventilation in accordance with the American Conference of Governmental Industrial Hygienists, Industrial Ventilation 2151 Edition. The contractor shall submit layout and design for approval. Provide propane heat and evaporative cooling. The contractor shall submit intended heating, cooling and ventilation equipment to the government for approval.

W91238-10-R-0033 Task Order Initial Specification

8 28

1.12 Electrical

1. 1.12.1 General - All conductor sizes specified herein are based on the use of copper conductors. Aluminum conductors shall not be used except on insulated primary conductor systems between overhead primary systems and pad-mounted transformers.

2. All components and equipment shall be the standard catalogued products of manufacturers regularly engaged in production of such materials and equipment, and shall be a manufacturer's latest standard design.

3. All equipment listen herein shall be installed to meet seismic zone 3 requirements.

4. Contractor shall provide an electronic set of "as-built" drawings of all modifications.

Contact government for availability of existing electronic drawings.

5. All equipment shall meet the performance requirements listed herein at a site elevation of 4,500 feet above sea level.

6. The contractor shall be responsible for coordinating the electrical installation with all other trades to avoid any conflicts with piping, structure, etc.

7. All new wiring shall be installed in conduit without exception. Minimum conduit size shall b e ' ".

8. All electrical equipment installed outside shall be NEMA 3R rated unless otherwise noted.

9. All cutting and patching required for the installation of new raceways or equipment shall be performed by a tradesman experienced in the work required. All finishes shall match existing adjacent surfaces.

10. The electrical work shall comply with all applicable city, county, state, army and Tooele Army Depot (TEAD) codes and regulations. The entire electrical installation shall comply with the latest edition of the National Electrical Code.

11. The contractor shall furnish all materials, tools, labor, etc., for a complete electrical installation unless otherwise indicated.

12. All materials furnished by the contractor shall be new and of the specified (or equal) quality and shall be free of any defects.

13. All equipment shall be Underwriter's Laboratories (UL) listed.

14. All conduits shall be routed concealed to the greatest extent possible in finished areas such as offices, break rooms, janitor's closets, restrooms and interior corridors. Paint exposed conduit to match walls in finished areas if conduit concealment is impossible. Conduits may be run exposed in non-finished areas such as warehouse open bays, electrical, mechanical and boiler rooms, and obvious industrial areas.

15 All equipment shall be rated for the use intended - voltage, H.P., etc. All disconnect switches furnished shall be load break rated.

16. All new electrical equipment provided under this contract shall contain no detectable PCB's. .

17. All electrical equipment shall be grounded in accordance with article 250 of the National Electrical Code.

18. Drawings are diagrammatic in nature and cannot show every connection, junction box, wire, conduit, etc. The exact location and arrangement of all equipment parts shall be determined as the work progresses. The contractor shall be responsible for providing a complete and functional electrical system.

19. Exposed conduit on building exteriors shall be painted to match exterior wall finish.

20. All conduit shall be electrical metallic tubing (EMT) unless otherwise noted.

21. Switch, receptacle, communications outlet and all device faceplate colors shall be coordinated within the same room or area.

22. The contractor shall maintain continuity and function of all other building systems.

23. Provide un switched hot to all exit signs and emergency lighting fixture ballasts.

24. Provide number of #12 conductors necessary for each new lighting or power branch circuit, unless otherwise. noted. Limit branch circuit_homerunsto 3

W91238-10-R-0033 Task Order Initial Specification

9 28 maximum per conduit.

25. Seal all conduit-wall penetrations with industry standard sealing materials that are intended for the purpose and that comply with all applicable codes.

26. Provide submittals for all electrical distribution panel-boards, pad-mount transformers and watt-hour demand meters. In addition, provide submittals for all occupancy sensors and light fixtures that differ in manufacturer or model number from those specified in this contract.

27. Provide a typed panel schedule for each new electrical panel board provided, describing the load served on each circuit. Update existing written panel schedules to reflect all branch circuit modifications to existing panels.

28. Major items of electrical equipment and major components shall be pe*inanently marked with an identification name to identify the equipment by type or function. Identification nameplates shall be made of laminated plastic with black outer layers and a white core. Nameplates shall be installed in a conspicuous location. As a minimum, provide nameplates with the following letter heights for the following equipment: '" high letters - pad-mount transformers, panel boards, motor starters, disconnect switches, equipment enclosures, motors and fire alarm control panel; 1/8" high letters - control power transformers, control devices and instrument transformers.

29. Pad-mounted transformer pads shall be standard Utah Power & Light design except pad shall extend 24" minimum from transformer on each side.

30. Underground conduits shall be installed a minimum of 24" below finished grade. I n addition, underground conduits shall be installed below the frost line.

31. "When required", provide design services (engineering) to size all electrical equipment - transformers, panel boards, meters, conductors, conduit, motor starters, disconnect switches, pull boxes, outlet boxes, communications devices, fire alarm devices, etc. to accommodate the loads and systems served. "When required" means either when the contract documents have not sized the equipment, or when the equipment size stipulated in the contract changes due to other project constraints. For example, a heat pump may change in size, which in turn may change the size of the specified electrical equipment feeding that heat pump.

32. All work shall comply with all applicable NFPA codes, including N1-PA 72 (Fire Alarm Code) and NFPA 101 (Life Safety Code).

33. All underground conduit shall be schedule 80 PVC with steel elbows.

34. Wire insulation type for 600V conductors shall be THHN or THWN.

35. All new pad-mounted transformers provided shall meet all the requirements of the attached specification

SECTION 16272 THREE-PHASE PAD-MOUNTED

TRANSFORMERS.

36. All new electrical panels shall have copper bus bars and use bolt-on circuit breakers.

1.11.1. The contractor is responsible for all electrical work from the primary and secondary side of the 12470-volt primary/480Y/277-volt secondary transformer and throughout the buildings. The contractor shall furnish and install a 480-volt, 800-amp, 3-phase, 4-wire with ground. 42-circuits minimum, a 208Y/120-volt, 225-amps. 3-phase, 4-wire.witb ground panel. 42-circuits minimum and a dry-type 75 kva. 480-voi.t p rimary/208Y/120-volt secondary transformer.

1.11.2 The contractor shall install the transformer, panel boards. feeders and branch circuits. safety switches. receptacles, lighting. etc. as indicated on the drawings.

1.11.3 I-line Panel boards - 480Y/277-volt, 800-amp main breaker, sub-feed breakers as indicated on the drawings and a 208Y/120-volt, 225-amp main lugs, sub-feed breakers as indicated on the drawings.

Panels shall be 3-phase, 4-wire with ground.

1.11.4 The transformer shall be floor mount 75-kva, three-phase, 480-volt primary and 208Y1120volts secondary industrial general-purpose grade. Insulation system - 150-degrees Celsius rise, designed for indoors installation. -

1.11,5 The installation shall conform to the requirements of NFPA 70, unless more stringent requirements are indicated herein. The drawings indicated the extent and the general location and arrangement of equipment, conduit and wiring. The contractor shall become familiar with all details of the work and verify

W91238-10-R-0033 Task Order Initial Specification

10 28 all dimensions in the field so that the outlets and equipment will be properly located and readily accessible.

Unless otherwise indicated wiring shall consist of galvanized steel conduit or electric metallic tubing.

Conduit size shall be as called out on the drawings. Minimum size of conduit shall be 'A-inch.. Conduit shall be securely and rigidly fastened in place at intervals of not more than 10-feet with approved pipe straps, wall brackets, conduit clamps, approve conduit hangers, threaded C-clamps with retainers or ceiling trapeze.

Conductors in conduit shall be copper. Wire connectors of insulation material or solderless pressure connectors properly taped shall be utilized for all splices. Conductors shall be in rigid galvanized steel outside and electrical metallic tubing inside the building. The conductor sizes are based’ on the use of THHW or THWN insulation. Ungrounded power conductors shall be color-coded for phase identification and voltage as shown in the following schedule:

3-phase system: 208Y/120-volts 480Y/277-volt

Phase A black yellow Phase B red brown Phase C blue orange

Conductor phase and voltage identification shall be made by color-coded insulation for all conductors smaller than # 6 awg. For conductors # 6 awg and larger, identification shall be made by color-coded insulation or conductors with black insulation bay be furnished and identified by the required color using bands of electrical tape placed around the insulation. Conductor identification shall be provided within each enclosure where a tap, splice or termination is made.

1.11.6 Boxes and supports: Boxes shall be provided in the wiring system wherever required for pulling of wire, making connections and mounting of devices or fixtures. Boxes 4-inches by 4-inches nominal size and smaller shall be of the cast metal hub type when installed exposed up to 7-feet above interior floors and walkways. Boxes in other locations shall be sheet steel. Boxes for wall plugs and light switches shall be mounted at 48-inches above the finished floor. Boxes and supports shall be fastened to wood with wood screws, with bolts and metal expansion shields on concrete, threaded machine screws on metal. Boxes shall be supported directly from the building structure or by bar bangers. Hangers shall not be fastened to or supported from joist bridging. Boxes shall not be less than 1½-inches deep. Full boxes of not less than the minimum size required by the NFPA No. 70 shall be constructed of galvanized sheet steel. Boxes shall be provided with screw fastened covers.

1.11.7 Device plates: One-piece type shall be provided for all outlets. switches and fittings. Plates for duplex receptacles shall be weatherproof self-closing covers and for switches of impact resistant ivory colored plastic having round or beveled edges. Screws shall be metal, colored to match the finish on the plate. Plates shall be installed with all four edges in continuous contact with finished wall surfaces without the use of mats or similar devices.

1.11.8 Receptacles-Single and Duplex Receptacles shall be rated 20-amps, 120-volts; two pole grounding type with polarized parallel slots. Bodies shall be of ivory phenolic compound supported by two mounting screws.

Receptacles shall be side or back wired with two screws per terminal; the third grounding pole shall be connected to the grounding conductor.

1.11.9 Safety switches - General duty 240-volt, 60-amp, 3-pole, 4-wire NEMA 1, non-fusible safety switch to be installed as indicated on the drawing. General duty, 480-volt, 60-amp, 3-pole, 4-wire NEMA 1, non-fusible safety switch to be installed as indicated on the drawing.

1.11.10 Grounding - All non-current carrying metallic parts of electrical equipment, conduit, ground bus, grounding conductor and neutral conductor of the wiring system shall be connected together and to the electrical supply source in a manner that establishes an effective ground-fault current path in accordance with the National Electrical Code 2005 edition. The ground connection shall be made at the main service equipment through ground rods and shall be extended to the building frame.

1.11.11Ground rods - The maximum resistance measured in accordance with IEEE No. 142 of a driven ground shall not exceed 25-ohms under normally dry conditions. If this resistance cannot be obtained with a single rod, additional rods shall be installed not less than 6-feet on center. If the resultant resistance exceeds 25-ohms

W91238-10-R-0033 Task Order Initial Specification

11 28 measured not less than 48-hours after rainfall, no more than three grounding rods shall be required. Ground rods shall be copper-clad steel not less than ¾ -inch in diameter, 8-feet long and driven the full length into the earth.

1.11.12 Ground bus - The ground bus shall be bare conductor. Connections and splices shall be of the brazed, welded, bolted or pressure connector type. The ground shall be bonded to both the entrance ground and to the ground rod or rods as specified above.

SECTION 16272

THREE-PHASE PAD-MOUNTED TRANSFORMERS

SECTION TABLE OF CONTENTS

PART I GENERAL

1.1 REFERENCES 1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.5 MAINTENANCE

PART 2 PRODUCTS

2.2 THREE-PHASE PAD-MOUNTED TRANSFORMERS 2.2.1

Compartments

2.2.1.1 Hig

12.1 .3 Low Volta h Voltage, Dead-Front g

2.2.2 Transformer

e

2.2.2.1 Specified Transformer Losses

2.2.3 Insulating

2.2.4 Corrosion Protection

Liquid

PART 3 EXECUTION

3.1 INSTALLATION

3.2 GROUNDING

3.2.1 Grounding Electrodes

3.2.2 Pad-Mounted Transformer Grounding 3.2.3 Connections

3.2.4 Grounding and Bonding Equipment

3.4 INSTALLATION OF EQUIPMENT AND ASSEMBLIES

3.5 FOUNDATION FOR EQUIPMENT AND ASSEMBLIES

3.6 FIELD QUALITY CONTROL

3.6.1 Performance of Acceptance Checks and Tests

3.6.1.1 Pad-Mounted Transformers 3.6.1.4 Grounding

System

3.6.2 Follow-Up Verification

-- End of Section Table of Contents --

W91238-10-R-0033 Task Order Initial Specification

12 28

SECTION 16272

THREE-PHASE PAD-MOUNTED TRANSFORMERS

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 in the text by the basic designation only.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A 167 (1999) Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM D 92 (1998; Rev. A) Flash and Fire Points by Cleveland Open Cup lP Designation: 36/84 (89);

AASHTO No.: T 48; DINS] 376 ASTM D 117 (1996) Electrical Insulating Oils of Petroleum Orig

ASTM D 877 (1987; R 1995) Dielectric Breakdown Voltage of Insulating Liquids Using-Disk Electrodes

ASTM D 1535 (1997) Specifying Color by the Munsell System in

ASTM D 3455 (1995) Compatibility of Construction Material with Electrical Insulating Oil of Petroleum Origin ASTM D 3487 (1988; R 1993) Mineral Insulating Oil Used in Electrical Apparatus

FACTORY MUTUAL ENGINEERING AND RESEARCH (FM)

FM P7825 (1999) Approval Guide

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE Std 386 (1995) Separable Insulated Connector Systems for Power Distribution Systems Above 600 V

(IEEE)

IEEE C2 (1997) National Electrical Safety Code (IEEE)

IEEE C37.71 (1984; R 1990) Three-Phase, Manually Operated Subsurface Load-Interrupting Switches for Alternating-Current Systems (IEEE) IEEE C57.12.00 (2000) Liquid-Immersed Distribution, Power, and Regulating Transformers (IEEE)

IEEE C57.12.26 (1992) Pad-Mounted, Compartmental-Type, Self-Cooled, Three-Phase Distribution Transformers for Use with Separable Insulated High-Voltage Connectors, (34 500 Grd Y/19 920 V and Below; 2500 kVA and Smaller) IEEE C57.12.80 (1978; R 1992) Terminology for Power and Distribution Transformers (IEEE)

IEEE C57.12.90 (1999) Test Code for Liquid-Immersed Distribution, Power, and Regulating Transformers (IEEE) IEEE C57.13 (1993) Instrument Transformers (IEEE)

IEEE C57.98 (1993; Correction 1998) Guide for Transformer Impulse Tests (IEEE)

W91238-10-R-0033 Task Order Initial Specification

13 28

IEEE C62.11 (1999) Metal-Oxide Surge Arresters for AC Power Circuits (> 1 kV) (IEEE)

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA C37.47 (1981; R 1992) Distribution Fuse Disconnecting Switches, Fuse Supports, and Current- Limiting Fuses

NEMA C57.12.22 (1993) Transformers - Pad-Mounted, Compartmental-Type, Self-Cooled, Three-Phase Distribution Transformers with High-Voltage Bushings, 2500 kVA and Smaller: High Voltage, 34 500 GrdY /19 920 Volts and Below; Low Voltage, 480 Volts and Below

NEMA C57.12.28 (1999) Pad-Mounted Equipment - Enclosure Integrity (Revision of ANSI 057.12.2888)

NEMA LI 1 (1998) Industrial Laminating Thermosetting

Products

INTERNATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

NETA ATS (1999) Electrical Power Distribution Equipment and Systems

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (1999) National Electrical Code

UNDERWRITERS LABORATORIES (UL)

UL 467 (1993; R 1999, Bul. 2000) Grounding and Bonding Equipment

1.2 Not Used

1.3 SUBMITTALS

Submit the following

a. A certification, from the manufacturer, that the technical requirements of this specification shall be met.

b. An outline drawing of the transformer with devices identified (paragraph entitled "Pad-Mounted Transformer Drawings", item a).

c. ANSI nameplate data of the transformer (paragraph entitled "Pad-Mounted Transformer Drawings", item b).

e. Provide operation and maintenance manuals required by submittal item "SD-10 Operation and Maintenance Data".

SD-03 Product Data Pad-mounted transformers; G Submittal shall include manufacturer's information for each component, device, and accessory provided with the transformer.

SD-06 Test Reports acceptance checks and tests; G Submit report of test results

SD-09 Manufacturer's Field Reports

W91238-10-R-0033 Task Order Initial Specification

14 28

Pad-mounted transformer design tests; G Pad-mounted transformer routine and other tests;

G

SD-10 Operation and Maintenance Data Transformer(s), Data Packag

Submit operation and maintenance data in accordance with Section 01781, "Operation and Maintenance Data" and as specified herein.

e 5; G

SD-11 Closeout Submittals Transformer test schedule; G

1.4 QUALITY ASSURANCE

1.4.1 Pad-Mounted Transformer Drawings

Drawings shall indicate, but not be limited to the following:

a. An outline drawing, with front, top, and side ■•iews.

b. ANSI nameplate data.

c. One-line diagram, including switches and fuses.

1.5 MAINTENANCE

1.5.1 Additions to Operation and Maintenance Data

In addition to requirements of Data Package 5, include the following on the actual transformer provided:

a. An instruction manual with pertinent items and information Highlighted

b. An outline drawing, front, top, and side views

c. Actual nameplate diagram

d. Date of purchase

PART 2 PRODUCTS

2.1 Not Used

2.2 THREE-PHASE PAD-MOUNTED TRANSFORMERS

2.2.1 Compartments

The high- and low-voltage compartments shall be separated by steel isolating barriers extending the full height and depth of the compartments. Compartment doors: hinged lift-off type with stop in open

W91238-10-R-0033 Task Order Initial Specification

15 28 position and three-point latching.

2.2.1.1 High Voltage, Dead-Front

High-voltage compartment shall contain the incoming line, insulated high-voltage load-break connectors, bushing well inserts, tap changer handle, connector parking stands with insulated standoff bushings, protective caps, and ground pad.

a. Insulated high-voltage load-break connectors: IEEE Std 386, rated 15 kV, 95 kV BIL. Current rating: 200 amperes rms continuous. Short time rating: 10,000 amperes rms symmetrical for a time duration of 0.17 seconds. Connector shall have a steel reinforced hook-stick eye, grounding eye, test point, and arcquenching contact material.

b. Bushing well inserts: IEEE Std 386, 200 amperes, 15 kV Class. Provide a bushing well insert for each bushing well unless indicated otherwise.

c. Load-break switch

Radial-feed oil-immersed type rated at 15 kV, 95 kV BIL, with a continuous current rating and load-break rating of 200 amperes, and a make-and-latch rating of 10,000 rms amperes symmetrical.

Locate the switch handle in the high-voltage compartment.]

d. Parking stands: Provide a parking stand near each bushing well. Provide insulated standoff bushings for parking of energized load-break connectors on parking stands.

e. Protective caps: IEEE Std 386, 200 amperes, 15 Kv Class. Provide insulated protective caps (not shipping caps) for insulating and sealing out moisture from unused bushing well inserts.

2.2.1.2 Transformer Windings

All transformer windings and wiring, both primary and secondary, shall be copper. No aluminum shall be used in the windings.

2.2.1.3 Low Voltage

Low-voltage compartment shall contain low-voltage bushings with NEMA spade terminals, accessories, stainless steel or laser-etched anodized aluminum diagrammatic transformer nameplate, and ground pad.

a. Accessories shall include drain valve with sampler device, fill plug, pressure relief device, liquid level gag e, pressure-vacuum gage, and dial type thermometer with maximum temperature indicator.

2.2.2 Transformer

a. Oil-insulated, two winding, 60 hertz, 65 degrees C rise above a 30 degrees C average ambient, selfcooled type.

b. Transformer shall be rated 500 kVA, 95 kV BIL.

c. Transformer voltage ratings: 7200 volts Delta primary - 240 volts Delta secondary

W91238-10-R-0033 Task Order Initial Specification

16 28

d. Tap changer shall be externally operated, manual type for changing tap setting when the transformer is de-energized. Provide four 2.5 percent full capacity taps, two above and two below rated primary voltage. Tap changers shall clearly indicate which tap setting is in use.

e. Minimum tested impedance shall not be less than 2 percent at 85 degrees C.

f. Audible sound levels shall comply with the following:

kVA DECIBELS 75 51

112.5 55 150 55 225 55 300 55

500 56 750 57 1000 58 1500 60

g. Transformer shall include lifting lugs and provisions for jacking under base. The transformer base construction shall be suitable for using rollers or skidding in any direction. Provide transformer top with an access ]iandhole. Transformer shall have its kVA rating conspicuously displayed on its enclosure. The transformer shall have an insulated low-voltag e neutral bushing with NEMA spade terminal, and with removable ground strap.

2.2.2.1 Specified Transformer Losses

The transformer shall he provided with an impedance no greater than 4 percent. 2.2.3 Insulating Liquid

a. Mineral oil: ASTM D 3487, Type 11, tested in accordance with ASTM D 11'7. Provide identification of transformer as "non-PCB" and "Type 11 mineral oil" on the nameplate.

2.2.4 Corrosion Protection

Bases of transformers shall be corrosion resistant and shall be fabricated of stainless steel conforming to ASTM A 167, Type 304 or 304L. Base shall include any part of pad-mounted transformer that is within 75 mm 3 inches of concrete pad. Paint bases, cabinets, and tanks light gray.

Paint coating system shall comply with NEMA C57.12.28 regardless of base, cabinet, and tank material.

PART 3

EXECUTION 3.1

INSTALLATION

Electrical installations shall conform to IEEE C2, NFPA 70, and to requirements specified herein.

Task Order Initial Specification

17 28

Provide new equipment and materials unless indicated or specified otherwise.

3.2 GROUNDING

NFPA 70 and IEEE C2, except that grounding systems shall have a resistance to solid earth g round not exceeding 5 ohms.

3.2.1 Grounding Electrodes

Provide driven ground rods' .; in by 8 Ft. copper clad steel. Connect ground conductors to the upper end of ground rods by exothermic weld or compression connector. Provide compression connectors at equipment end of ground conductors.

3.2.2 Pad-Mounted Transformer Grounding

Provide separate copper grounding conductors and connect them to the ground loop. When work in addition to that indicated or specified is required to obtain the specified ground resistance, the provision of the contract covering "Changes" shall apply.

3.2.3 Connections

Make joints in grounding conductors and loops by exothermic weld or compression connector.

Exothermic welds and compression connectors shall be installed according to manufacturers recommendations.

3.2.4 Grounding and Bonding Equipment UL 467, except as indicated or specified otherwise. 3.3 Not Used

3.4 INSTALLATION OF EQUIPMENT AND ASSEMBLIES

Install and connect pad-mounted transformers furnished under this section as indicated on project drawings, the approved shop drawings, and as specified herein.

3.5 FOUNDATION FOR EQUIPMENT AND

ASSEMBLIES Slab…