Attachment_-_7_Engineering_System_Requirements_(ESR)_Rev12Jul.pdf

DESIGN-BUILD TO REPAIR MFH UPPER PLAZA (15UN)

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

Attachment – 7 Engineering System Requirements Page 1 of 43

ATTACHMENT – 7

ENGINEERING SYSTEM

REQUIREMENTS (ESR)

June 13, 2016

FA5270-16-B-0001

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

Attachment – 7 Engineering System Requirements Page 2 of 43

ATTACHMENT - 7

ENGINEERING SYSTEM REQUIREMENTS (ESR)

A10 Foundation Not Used A20 Basement Construction Not Used B10 Superstructure B20 Exterior Enclosure B30 Roofing Not Used C10 Interior Construction C20 Stairs Not Used C30 Interior Finishes D10 Conveying System Not Used D20 Plumbing

D30 HVAC

D40 Fire Protection Systems D50 Electrical Power and Lighting E10 Equipment E20 Furnishings F10 Special Construction Not Used F20 Selective Building Demolition G10 Site Preparations G20 Site Improvements G30 Site Civil/Mechanical Utilities Not Used G40 Site Electrical Utilities

A10 FOUNDATION

Not Used

A20 BASEMENT CONSTRUCTION

Not Used.

B10 SUPERSTRUCTURE

SYSTEM DESCRIPTION

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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The superstructure consists of structural elements above the foundation that provide support for vertical loads and resistance to lateral loads.

This section includes the requirements for the floor replacement of the building.

B1010 Floor Construction

The floor construction shall be cast-in-place concrete slab-on-grade.

B1020 Roof Construction

B20 EXTERIOR ENCLOSURE

This system consists of the exterior shell of the facility, which includes all vertical and horizontal exterior closure such as exterior walls, exterior windows, and exterior doors. This system excludes roofing (See System B30, Roofing). Include load bearing exterior walls here, and not in System

B10, Superstructure. Structural frame elements at exterior such as columns, beams, and spandrels are included in Superstructure, with only the applied exterior finishes (e.g., paint, stucco) being included here. Finishes to the inside face of walls which are not an integral part of the wall construction will be included in System C30, Interior finishes.

B2010 EXTERIOR WALLS

B201001 Exterior Closure

B201002 Exterior Wall Backup Construction

B201003 Insulation & Vapor Retarder

Provide continuous insulation, vapor retarder, water-resistive barrier, and air barrier to meet or exceed requirements of project's energy savings requirements as indicated by applicable ASHRAE 90.1 calculations called for in UFC 1-200-02, CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

Attachment – 7 Engineering System Requirements Page 4 of 43

"High Performance and Sustainable Building Requirements" (Mar 2013), and meeting minimum building envelope insulation requirements of UFC 3-101-01, Architecture (Nov 2011).

B2020 EXTERIOR WINDOWS

Exterior windows must be prefinished aluminum.

B202001 Windows

Windows must be operable. Operable windows must be provided with an integral insect screen.

B202002 Storefronts

B202003 Curtain Walls

B202004 Exterior Glazing

Glazing must be tempered glass. Provide insulating glass units.

B2030 EXTERIOR DOORS

Exterior doors and frames shall be non-corroding prefinished aluminum. Side lite glazing shall match the window glazing. Provide aluminum insect screen as required. Mount screens in removable, rewirable frames of same material and finish as the doors.

B203001 Solid Doors

Provide non- corroding prefinished aluminum doors with frames and hardware.

Also provide louvers as required and repair wall opening elements such as lintels and sills.

B203002 Glazed Doors

B203004 Overhead Roll-up and Overhead Sectional Doors

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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B203006 Blast Resistant Doors

B203008 Exterior Door Hardware

Provide hardware keying compatible with the existing base-wide keying system.

Door hardware finish must be chrome-plated brass or bronze, or stainless steel.

B203090 Other Exterior Specialty Doors

B30 ROOFING

C10 INTERIOR CONSTRUCTION

Interior construction includes interior partitions, interior doors, and fittings. Provide durable construction appropriate for the building function. Acoustic properties of materials, as well as durability, shall be considered during material selection.

C1010 PARTITIONS

C1020 INTERIOR DOORS

C102001 Standard Interior Doors

All interior doors shall be wood in wood or hollow metal frames. Flush wood doors to comply with WDMA I.S.1A Premium Grade.

C102002 Glazed Interior Doors

C102003 Fire Doors

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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C102004 Sliding and Folding Doors

Provide paneled louvered doors of premium grade, conforming to WDMA I.S.6A- 01, premium grade, heavy duty.

Closet doors shall be bi-folding.

C102005 Interior Overhead Doors

Not Used

C102006 Interior Gates

Not Used

C102007 Interior Door Hardware

Door hardware finish shall be chrome-plated brass or bronze, or stainless steel.

C102090 Other Interior Specialty Doors

Not Used

C102091 Other Interior Personnel Doors

C1030 SPECIALTIES

C103001 Compartments, Cubicles, & Toilet Partitions

C103002 Toilet and Bath Accessories

Not Used

C103003 Marker Boards and Tack Boards

Not Used

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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C103004 Identifying Devices

C103005 Lockers

Not Used.

C103006 Shelving

Provide wood shelving. In linen closets, provide a minimum of five full depth shelves. Use modular shelving to maximize closet space and versatility.

C103007 Fire Extinguisher Cabinets

Not Use

C103008 Counters

Provide solid plastic counter tops and back splashes.

C103009 Cabinets

Provide cabinetry and millwork items with associated accessories and hardware.

Cabinetry shall be AWI premium grade and have concealed hinges. All exposed surfaces will be hardwood veneer with exposed edges of solid hardwood.

Particleboard shall not be used.

C103010 Casework

C103011 Closets

C103012 Firestopping Penetrations

C103013 Sprayed Fire-Resistant Materials

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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Not used

C103014 Entrance Floor Grilles and Mats

C103015 Ornamental Metal Work

C103090 Other Interior Specialties

C20 STAIRS

C30 INTERIOR FINISHES

SYSTEM DESCRIPTION

Interior finishes include wall finishes, floor finishes, wall base finishes, and ceiling finishes.

Provide aesthetically pleasing, functional, durable finishes appropriate to the buildings function.

Acoustic properties of materials, as well as durability and ease of maintenance, shall be considered during material selection. Maximize the use of sustainable materials.

Color selections require the use of wall and floor finish material accents to enhance the color and appearance of the interior design. Provide a wall and floor color design that includes a minimum of two different accents colors throughout the facility. Submit pattern drawings of the accents design with the interior design submittal. All new interior finishes shall comply with the most current US Air Force Family Housing Guide for Planning, Programming, Design, and Construction (Aug 2014)

C30 SSPC QP 1 CERTIFICATION

C3010 WALL FINISHES

Interior side of exterior wall shall be provided with gypsum wallboard on metal furring with wall insulation.

C3020 FLOOR FINISHES

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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Provide new flooring materials as required. All flooring materials, adhesives, finish coats, sealers and mortar materials shall meet or exceed EPA or JIS requirements for toxic substance content restrictions and air quality requirements; and shall meet or exceed fire protection requirements, such as smoke and flame spread requirements. When laying broadloom carpets and resilient flooring, use the widest sheet materials available to avoid or minimize the number and extent of seams. When seams are required, locate seams at infrequent traffic areas. Contractor is required to submit seam layout to Contracting Officer for approval prior to installation.

1. Ceramic Tile: Provide ceramic tile floor systems as defined in the Tile Council of America (TCA) (2003-2004, 41st Edition) handbook for ceramic tile installation and materials for the service requirements listed. Provide installation and materials in accordance with ANSI A108/A118 series standards, except do not use organic adhesives.

Provide manufacturer’s full range of colors and styles. Tile shall be a minimum of one grade above base grade.

Provide ceramic or porcelain tile with a minimum breaking strength of 202kg (300 pounds), ASTM C648, and a maximum absorption rate of 0.5%, ASTM C373. Tile shall have a minimum coefficient of friction (wet and dry) of 0.6, ASTM C1028.

2. Resilient Flooring: Shall meet or exceed applicable ADA horizontal requirements, and shall be installed per manufacturer’s recommended methods and adhesives. Provide manufacturers full line of color and pattern selections, including multi-color patterns.

Linoleum Sheet or Tile Flooring shall be 2.5 mm (0.10 inch) gage; minimum 250 psi static load limit, ASTM F970; and with multi-color pattern and color extending throughout thickness, ASTM F2034, Type I. Resilient homogeneous vinyl sheet flooring shall be commercial quality, 2.0 mm (0.080 inch) overall gage, with minimum 1.6 mm (.066 inch) thick wear layer, protective urethane finish, ASTM F1303, Type II, Grade 1, Class A.

Resilient vinyl composition tile shall be commercial grade, 3 mm (.125 inch) gage, FS SS-T- 312B (1), Type IV, Comp. 1, Class 2, through pattern.

3. Carpet: Carpet manufacturer and installer shall be experienced, established and in good standing with the industry. Carpet, broadloom or tile, shall be installed per the Carpet & Rug Institute’s recommendations. Carpet shall be tufted, textured loop, cut/loop or tip sheared, a minimum of 26 oz. face weight, minimum density of 6600, 100% premium branded yarn- or solution-dyed, Type 6 or 6.6 continuous hollow filament nylon.

Carpet shall be multi-color and patterned for soil and wear hiding properties. Carpet shall have high performance backing warranted against zippering, edge raveling and delamination, be anti-static and anti-microbial. Carpet shall meet Flammability ratings;

generate less than a 450 rating, ASTM E662; meet the Critical Radiant Flux Classification of not less than 0.45 W/sq. cm., ASTM E648. Where indicated in the room requirements, CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

Attachment – 7 Engineering System Requirements Page 10 of 43 provide attached polyurethane cushion or separate polyurethane cushion for double stick pad installations, ASTM 1667 and ASTM 3676.

4. Wall Base: Provide lightly stained or painted wood base throughout. Provide a sealant between base and floor finish in all wet areas.

C3030 CEILING FINISHES

Finished surface of ceiling tiles shall be selected to address acoustical, maintenance, moisture or impact resistance requirements of the room.

Primary ceiling finish shall be suspended gypsum board ceiling system, except provide suspended water-resistant gypsum board ceiling at bathrooms or similar use. Provide access panel as required. Provide 600 x 600 lay-in acoustic ceiling tiles at Kitchen.

Provide ceiling insulation.

C3040 INTERIOR COATINGS AND SPECIAL FINISHES

Paint new and previously painted interior surfaces as noted throughout Part 3.

D10 CONVEYING

D20 PLUMBING

Refer to Part 4 Section D20 for performance requirements of the building elements included in the plumbing system.

The plumbing system consists of all fixtures, potable cold and hot water piping and equipment, piping insulation, water heating equipment, sanitary waste and vent piping systems, within 5 foot (1.5 meter) of the building.

Remove all existing water closets, lavatories, bathtubs and shower supply fittings in the bathrooms. Remove existing laundry sink and electric water heater in the utility room.

GENERAL SYSTEM REQUIREMENTS

Provide working space around all equipment. Provide concrete pads under all equipment.

Provide all required fittings, connections and accessories required for a complete and usable

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

Attachment – 7 Engineering System Requirements Page 11 of 43 system. All equipment shall be installed per the criteria of PTS section D20 and the manufacturer’s recommendations. Design and installation shall be in accordance with Air Force Family Housing Guide, IPC and UFC 3-420-01, Plumbing Systems (Oct 2004). Where the word "should" is used in the manufacturer’s recommendations, substitute the word "must".

D2010 PLUMBING FIXTURES

Provide quantity and type of plumbing fixtures required for the occupancy, use, and functions described for the family housing units.

D201001 Water Closets

Provide floor mounted flush tank water closets, water saving type maximum of 1.6 gallons per flush.

D201002 Urinals

D201003 Lavatories

Provide countertop with integral bowl by Architectural. Provide center set single lever faucets and pop up drain.

D201004 Sinks

Provide laundry sink in the laundry space.

D201005 Showers/Tubs

Provide porcelain enameled steel bathtub and single lever shower supply fittings in the bathrooms.

Provide flow control devices on showerheads to limit water flow to a maximum of

2.5 gallons per minute at between 20 PSI and 60 PSI. Consider using water saving devices that further restrict water flow while still providing a powerful shower stream

D201006 Drinking Fountains and Coolers

D201090 Emergency Fixtures

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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D2020 DOMESTIC WATER DISTRIBUTION

D202001 Pipes and Fittings

D202002 Valves & Hydrants

D202003 Domestic Water Equipment

Provide 80 gallons storage type electric water heater in utility room and associated hot and cold piping.

D202004 Insulation & Identification

D202005 Specialties

D202090 Other Domestic Water Supply

D2030 SANITARY WASTE

D2040 RAIN WATER DRAINAGE

D2090 OTHER PLUMBING SYSTEMS

D30 HVAC

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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Refer to Part 4 Section D30 for performance requirements of the building elements included in the HVAC system.

SYSTEM DESCRIPTION

Replace existing heat pump system consisting of indoor unit, outdoor unit, refrigerant piping, condensate drain piping, ductwork, duct and pipe insulation, diffusers, registers and control system with new ones. Replace existing kitchen range hood, ceiling exhaust fans and dryer vent including all ductwork and wall cap with new ones.

Provide ventilation system to provide fresh air without introducing excess moisture or pollutants.

Humidity and moisture shall be controlled to prevent mold growth in the buildings.

Provide heating, ventilating and air conditioning system for the family housing unit that attains the following objectives: Occupant comfort, Indoor air quality, Mold Prevention, Acceptable noise levels, Energy efficiency, Reliable operation, and Ease of maintenance. Design and installation shall be in accordance with Air Force Family Housing Guide, IMC, UFC 4-711-01 Design Family Housing (Jul 2006).

GENERAL SYSTEM REQUIREMENTS

Provide working space around all equipment. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria in PTS Section D30 and the manufacturer's recommendations. Where the word "should" is used in manufacturer’s instructions, substitute the word "shall".

Provide air conditioning, heating and ventilation for spaces per Air Force Family Housing Guide and UFC 3-400-2, Engineering Weather Data (Feb 2003) as indicated for the design Conditions.

Provide ventilation rates and systems per ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality.

All mechanical equipment must have painted finishes that pass a salt-spray test conducted per ASTM B117 for duration of at least 500 hours.

All outside mechanical equipment HVAC condenser coils shall be copper tubes-copper fins with a manufacturer approved coating system.

D3010 ENERGY SUPPLY

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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D3020 HEAT GENERATING SYSTEMS

D3030 COOLING GENERATING SYSTEMS

D303001 CHILLED WATER SYSTEMS

D303002 DIRECT EXPANSION SYSTEMS

Provide vertical heat pump units with ducted air distribution and controls to serve the heating and cooling requirements of the housing units. Heat pump indoor unit with return air filter shall be located within utility room and allow adequate space for maintenance. Install vibration isolators on heat pumps. Provide heat pumps with supplemental electric heaters as needed. Provide heat pumps with humidity control means such as mechanical dehumidifier to prevent mold growth. The Contractor shall research and determine the most efficient and economical dehumidification system.

D3040 DISTRIBUTION SYSTEMS

D304001 Air Distribution, Heating & Cooling

Provide galvanized steel ductwork constructed, braced, reinforced, installed, supported, and sealed per the IMC and SMACNA standards.

Provide grilles, registers, and diffusers.

D304002 Steam Distribution System

D304003 Hot Water Distribution Systems

D304004 Changeover Distribution Systems

D304005 Chilled Water Distribution Systems

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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D304007 Exhaust Systems

Provide kitchen range hoods, ceiling exhaust fans and dryer vent with ductwork and wall cap.

D304008 Air Handling Units

D304090 Other Distribution Systems

D3050 TERMINAL & PACKAGE UNITS

D305002 Unit Heaters

Not used

D3060 CONTROLS AND INSTRUMENTATION

D306001 HVAC CONTROLS

D306001 1.1 DIRECT DIGITAL CONTROLS (DDC)

D306001 1.2 ELECTRONIC CONTROLS

Provide common digital programmable thermostat to provide temperature control in both heating and cooling, and provide digital humidistat to control humidity.

D3070 SYSTEMS TESTING AND BALANCING

Provide complete Testing and Balancing (TAB) of all air and water distribution systems and HVAC equipment.

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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D3090 OTHER HVAC SYSTEMS AND EQUIPMENT

D40 FIRE PROTECTION

Refer to Part 4 Section D40 for performance requirements of the building elements included in the fire protection systems.

SYSTEM DESCRIPTION

Provide a smoke alarm system capable of notifying building occupants inside the facility.

GENERAL SYSTEM REQUIREMENTS

Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria of PTS section D40 and the manufacturer’s recommendations. Where the word "should" is used in the manufacturer's recommendations, substitute the word "shall".

All Design Documents, (i.e. Building Code/Life Safety Analysis, plans, specifications, and calculations) developed for Section D40 shall be prepared by, or under the supervision of the design/build contractor's Qualified Fire Protection Engineer, the Fire Protection Designer of Record (FPDOR).

Installation drawings, shop drawings or working plans, calculations, other required pre-construction documentation and as-built drawings shall be prepared by, or under the direct supervision of a NICET engineering technician as specified below. NICET engineering technicians shall hold a current certification as an engineering technician in the field of Fire Protection Engineering Technology with minimum Level III] certification in the appropriate subfield.

D4010 FIRE ALARM AND DETECTION

Provide Smoke alarm system capable of notifying building occupants inside the facility.

Provide smoke alarm system in accordance with Air Force Family Housing Guide.

D4020 FIRE SUPPRESSION WATER SUPPLY AND EQUIPMENT

D4030 STANDPIPE SYSTEMS

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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D4040 SPRINKLERS

D4090 OTHER FIRE PROTECTION SYSTEMS

Not used

D50 ELECTRICAL

The electrical design shall comply with the design criteria specified in UFC 3-501-01, Electrical Engineering (Oct 2015), and its referenced documents.

SYSTEM DESCRIPTION

Provide an interior electrical system consisting of Service Entrance Wiring and Equipment, Distribution and Lighting Panelboards, Conduits, Feeder and Branch Circuits, Motor Control Equipment, Receptacle, Lighting and Branch Wiring, including accessories and devices as necessary and required for a complete and usable system. This section covers installations out to the building 5 foot (1.5 meter) line.

Each building shall have a single utility service.

Provide a minimum of 15% spare circuit and load capacity at all levels of the power distribution system including any stand-by power systems.

The interior distribution system shall consist of insulated conductors in conduit. Existing concealed conduits can be reused upon proper cleaning of conduits. Exposed Steel wiremold cable raceway system is acceptable in areas where there are no ceiling renovation works.

GENERAL SYSTEM REQUIREMENTS

Provide an Electrical System complete in place, tested and approved, as specified throughout this IFB, as needed for a complete, usable and proper installation. All equipment shall be installed per the criteria of PTS Section D50 and the manufacturer’s recommendations. Where the word "should" is used in the manufacturer’s recommendations, substitute the word "shall".

This section of the IFB includes all electrical work on or within the building out to the five (5) foot line. Electrical site work outside the five (5) foot line is covered in section G40.

SUSTAINABILITY

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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Provide electrical systems and components that support project sustainability and energy goals.

ELECTRICAL TESTING

New electrical equipment shall be tested in accordance with NETA acceptance testing specifications. Existing electrical equipment remaining in service shall be tested in accordance with NETA maintenance testing specifications.

D5010 ELECTRICAL SERVICE & DISTRIBUTION

Provide an insulated equipment grounding conductor in all raceways for systems operating at greater than 50 volts.

D501001 Main Transformers

Existing Pole mounted transformer to remain.

D501002 Service Entrance Equipment

All service into the facility shall be underground.

Provide a main distribution panel as service equipment.

Provide a blanked-off meter base installed in the service entrance.

D501003 INTERIOR DISTRIBUTION TRANSFORMERS

Not Used

D501004 PANELBOARDS

Provide distribution and branch circuit 120/240V panelboards to serve existing and new loads as required. Provide Arc-fault Circuit Interrupter type breakers in all 120V, single phase, 15- and 20- ampere branch circuits supplying outlets installed in bedrooms (halls, closets, toilets and all areas inside the room), lounges and corridors in compliance with NFPA 70.

D501005 ENCLOSED CIRCUIT BREAKERS

Provide enclosed circuit breakers where applicable. Provide an external electrical disconnect for mechanical equipment. Coordinate size of disconnect switches with mechanical section.

D501006 MOTOR CONTROL CENTERS

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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Provide individual motor starters with disconnect switches, combination motor starters, variable speed drives, reduced voltage controllers, or manual motor starters for motor controls as required by mechanical equipment. Provide all circuits and connections for these motors.

D501090 OTHER SERVICE AND DISTRIBUTION

D5020 LIGHTING AND BRANCH WIRING

Provide electrical connections for all systems requiring electrical service.

Replace existing interior and exterior lighting fixtures and controls to comply with UFC 3- 530-01 01 April 2015. Replace existing and provide additional receptacles to comply with the requirements of UFC 3-520-01 and Air Force Family Housing Guide.

Dwelling units shall be provided with listed tamper-resistant receptacles.

Provide dedicated outlets, circuits and connections for the following (where applicable):

permanently installed equipment and appliances, air conditioner, heat pump, furnace, water heater, range, dishwasher, garbage disposal, clothes dryer, microwave, and small appliances (minimum of two circuits in the kitchen/dining room area).

Provide weatherproof, GFCI duplex convenience outlets, minimum of one on patios/balconies and near the front and rear entrances.

D502001 BRANCH WIRING

All branch wiring shall be insulated conductors in conduit.

D502002 LIGHTING EQUIPMENT

Provide a complete lighting system consisting of emergency lighting and area lighting consisting of LED lighting including switches and automatic controls as recommended in UFC 3-530-01.

D5030 COMMUNICATIONS AND SECURITY

Interior communication system shall be replaced as described below and reconnected to existing communication system (OSP).

D503001 TELECOMMUNICATIONS SYSTEMS

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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Coordinate with MCB G-6 Operation and Plans Branch for specific telecommunication requirements as may be directed by the Contracting Officer.

Interior Telecommunication Distribution System:

The design of the Interior Telecommunication Distribution System shall be design and installed in accordance with the codes and standards outlined in section 3.2 of this project’s SOW.

The new Telecommunication Distribution System shall be designed and located in the laundry room of each housing unit. All Category 6 UTP cabling and Quad-shielded RG-6 coaxial cabling will be installed from this location.

Telecommunication Outlet/Connector Assemblies:

Information Management Outlets (IMO): All facilities shall be designed to support Information Management Outlets throughout the facility. Green, unshielded Category 6 horizontal Unshielded Twisted Pair (UTP) cabling along with category 6 connectors and patch panels shall be used for all IMOs required in the facility to support voice, video and data services. All cabling for IMOs will be terminated on category 6 patch panels in an appropriate telecommunications cabinet in the facility. Each area shall have a minimum of two RJ-45 telecom outlets wired to the T568A standard. Outlets shall be labeled in accordance with the Base G6 Labeling Standard.

Horizontal Cabling Requirements: Horizontal cabling shall extend to all telecom outlets on a floor in a star topology. Outlets shall not be daisy chained. Horizontal cabling shall be green, 4 pair Category 6 (CAT 6) unshielded twisted pair (UTP) cable. Horizontal cables shall not exceed 90m in length between the TR termination and the outlet. Horizontal cables shall be terminated on RJ-45 patch panels in accordance the Base G6 Information Management Outlet (IMO) standard. All horizontal cabling, outlets, cabinets and patch panels shall be labeled in accordance with the Base G6 labeling standard and TIA-606-A-1-2008.

UTP Patch Panels: Copper terminations shall use 8-pin (RJ45 type) connectors wired in accordance with TIA/EIA T568A. Strain relief shall be provided for all cables. Cable management panels shall be provided in equipment cabinets between patch panels and equipment.

Horizontal cabling shall be installed in electrical metallic tubing (EMT) conduit to each outlet. The minimum conduit size is 1” and conduit fill ratio shall not exceed 40%.

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The distribution box or cabinet shall be large enough to accommodate 6-strand fiber optic patch panel, RJ-45 Category 6 patch panel, 10-pair 110-block, CATV equipment , and 8-port network switch (approximately 8”X12”X 3”)

A dedicated 20 amp dual electrical outlet and ground shall be installed.

The distribution box or cabinet shall be secured with a secured locking mechanism.

Existing concealed conduits can be reused upon proper cleaning of conduits and meet minimum standards. Exposed steel wire mold cable raceway (EMT) system is not acceptable. Remove existing telecommunication infrastructure and provide new interior telecommunication system in each unit.

Work shall include but not limited to replacement of existing telephone system with new Information Management Outlets (IMO) and CATV outlets in all bedrooms, family room, dining room and kitchen in accordance with Air Force Family housing Guide and UFC 4-711-01 Family Housing.

Each IMO outlet will consist of two (2) Green RG-45 outlets with two Green Category 6 UTP cabling. The kitchen area is the only location where only one RJ-45 connector and cable that will be installed.

As a minimum, two IMO outlets will be installed on opposite walls to accommodate furniture placement in the family room, dining room, and in all bedrooms.

Interior Telecommunication Distribution System shall be labeled in accordance with MCB G-6 standard

Unshielded Twisted Pair CAT6 Cable Tests:

All metallic cable pairs shall be tested for proper identification, labeling and continuity. All opens, shorts, crosses, grounds, and reversals shall be corrected.

Correct color-coding and termination of each pair shall be verified in the telecommunications room (TR) and at the outlet. Horizontal wiring shall be tested from the termination device in the TR to the modular jack in each room. Backbone wiring shall be tested end-to-end, including termination devices, from terminal block to terminal block in the respective TRs. (UFC 3-580-01 (Jun 2016) para 2-10.1 and I3A Manual para 2.10) The following parameters will be tested for each cable.

Results will be documented in a test report. (TIA/EIA-568-B.1 para 11.2.4)

(1) Wire Map

(2) Length

(3) Insertion Loss

(4) Near-end crosstalk loss (NEXT)

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(5) Power sum near-end crosstalk loss (PSNEXT)

(6) Equal level far-end crosstalk (ELFEEXT)

(7) Power sum equal-level far-end crosstalk (PSELFEXT)

(8) Return loss

(9) Propagation delay

(10) Delay Skew

D503002 PUBLIC ADDRESS SYSTEMS

D503003 INTERCOMMUNICATIONS SYSTEMS

D503004 TELEVISION SYSTEMS

Coordinate with local activity authorities and for specific requirements as may be directed by the Contracting Officer.

Existing concealed conduits can be reused upon proper cleaning of conduits.

Exposed Steel wiremold cable raceway system is acceptable in areas where there are no ceiling renovation works.

Remove existing and provide new interior CATV system including all associated devices/outlets, wiring and raceway system.

CATV cable and outlets shall be in conformance with the requirements of UFC 3- 580-01.

D503005 SECURITY SYSTEMS

D503006 INDUSTRIAL CONTROL SYSTEMS (ICS)

D503090 OTHER COMMUNICATIONS AND ALARM SYSTEMS

D5090 OTHER ELECTRICAL SERVICES

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D509001 GENERAL CONSTRUCTION ITEMS (ELECTRICAL)

Provide General Construction Items (Electrical) including, but not necessarily limited to, all connections, fittings, boxes and associated equipment needed by this and other sections of this IFB as required for a complete and usable system.

Conduits that penetrate fire-rated walls, fire-rated partitions, or fire-rated floors shall be firestopped in accordance with Section C10, Interior Construction.

D509002 EMERGENCY LIGHTING AND POWER

D509003 GROUNDING SYSTEMS

Provide a complete grounding system for the facility electrical and telecommunications systems.

D509004 LIGHTNING PROTECTION

D509005 ELECTRIC HEATING

D509006 ENERGY MANAGEMENT CONTROL SYSTEM

D509007 PHOTOVOLTAIC ENERGY SYSTEM

D509090 OTHER SPECIAL SYSTEMS AND DEVICES

E10 EQUIPMENT

E1010 COMMERCIAL EQUIPMENT

CAMP FOSTER, OKINAWA, JAPAN EVKP 16-4539

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E1020 INSTITUTIONAL EQUIPMENT

E1030 VEHICULAR EQUIPMENT

E1040 GOVERNMENT FURNISHED EQUIPMENT

Rough-in and provide connections for Government-furnished equipment such that equipment will operate as intended, including providing miscellaneous items such as plugs, receptacles, wire, cable, conduit, flexible conduit and outlet boxes or fittings.

Equipment shall remain in control of the Government until such time as the Contractor is ready to install. Contractor shall provide 10 days advance notice of expected installation date. Testing requirements of Government Furnished equipment shall be the responsibility of the Contractor and shall follow the same guidelines as though the Contractor had provided the equipment. The following items will be furnished by the Government and shall be installed and tested by the Contractor: refrigerator, range, washing machine, dryer, and dishwasher.

E1090 OTHER EQUIPMENT

E20 FURNISHINGS

E2010 FIXED FURNISHINGS (SID)

E201001 FIXED ARTWORK

E201002 WINDOW TREATMENTS

All windows and other glazed openings to the exterior of the building shall be provided with horizontal/vertical blinds and are considered Structural Interior Design (SID) and are funded as part of the construction project.

E201003 FIXED SEATING AND TABLES

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E201004 INTERIOR LANDSCAPE (FIXED)

E2020 MOVABLE FURNISHINGS

F10 SPECIAL CONSTRUCTION

Not Used.

F20 SELECTIVE BUILDING DEMOLITION

GENERAL SYSTEMS REQUIREMENTS

Perform all off-site work necessary to meet the requirements of the project, local codes, reference standards, technical specifications and performance criteria.

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work.

Coordinate and obtain approval from the Contracting Officer for proposed haul route(s), work site access point(s), employee parking location(s) and material laydown and storage area(s).

F2010 BUILDING ELEMENTS DEMOLITION

This project includes the demolition of the following: exterior doors and frames with insect screen, sliding doors, windows, concrete floor on-grade, floor finishes, wall base, wall finishes, interior doors and frames, suspended ceilings, kitchen base and wall cabinets, full-height cabinet, shelving, vanity cabinet, medicine cabinet, ceiling fan, curtain cove, and toilet and bath accessories.

F2010 1.1 General Demolition

Remove architectural, mechanical, and electrical building components as described in project objectives.

F2010 1.2 Utilities

Remove existing overhead electrical service lateral.

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Utilities removal must be coordinated with on-site personnel for planned outages.

F2010 1.3 Dust Control

Prevent the spread of dust and avoid the creation of a nuisance or hazard in the surrounding area.

F2010 1.4 Traffic Control

To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer.

F2010 1.5 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

F2010 1.6 Burning

Burning will not be permitted.

F201001 Substructure & Superstructure

Remove existing concrete floor slab-on-grade.

F201002 Exterior Closure

Not Used

F201003 Roofing

Not Used

F201004 Interior Construction & Finishes

Remove existing floor finishes, wall base, wall finishes, interior doors and frames, suspended ceilings, kitchen base and wall cabinets, full-height cabinet, shelving, vanity cabinet, medicine cabinet, ceiling fan, curtain cove, and toilet and bath accessories.

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F201005 Conveying Systems

F201006 Mechanical Systems

Remove existing HVAC system, plumbing system, and other mechanical components as described in project SOW.

F201007 Electrical Systems

Remove existing overhead secondary electrical system, panelboard, lighting fixtures, branch wiring, electrical/communication devices, outside plant system (OSP) and other electrical components as described in project SOW.

F201008 Equipment and Furnishings

F201090 Other Non-Hazardous Selective Building Demolition

F2020 HAZARDOUS COMPONENT ABATEMENT

Prior to the start of the work the Contractor shall submit a complete Environmental Protection Plan to 718 CES/CEIE for review and approval prior to commencing construction activities or delivery of materials to the site. The Contractor must revise and resubmit the Environmental Protection Plan to properly address 718 CES/CEIE comments before approval will be granted. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues, which the Contractor must address during construction. Issues of concern must be defined within the Environmental Protection Plan. Address each topic at a level of detail commensurate with the environmental issue and required construction task(s). The text of the plan shall not be a restatement of the text in this specification. The plan must explain how the contractor will meet the requirements of the specification without being a simple restatement of the requirement. Topics or issues which are not identified in Section 01 56 00, but are considered necessary, must be identified and discussed after those items are formally identified.

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Remove and dispose of the following hazardous materials: asbestos, lead based paint, paint: lead, cadmium and chromium, mercury and low level radioactive components, PCBs, ozone depleting substances, animal droppings, molds and spores.

Perform hazardous component work as identified in accordance with:

29 CFR 1910.134 29 CFR 1926.103

29 CFR 1910.141 29 CFR 1926.55

29 CFR 1910.147 29 CFR 1926.62

29 CFR 1926.1101 29 CFR 1926.65

29 CFR 1926.32 40 CFR 264

40 CFR 61 40 CFR 260

42 CFR 84 40 CFR 172

49 CFR 107 49 CFR 172

49 CFR 171 EPA 340/1-90/018

F2020 1.1 Private Qualified Person (PQP)

The Contractor is required to hire a PQP to ensure compliance with the approved work plans and perform independent inspections, testing and verification of the hazardous components work including: asbestos, lead containing paint, cadmium containing paint, chromium containing paint, mercury, PCBs, ODS, animal droppings and molds and spores.

F2020 1.2 Furnishings

F2020 1.3 Asbestos

This project will remove and dispose materials tested positive of containing asbestos.

The Contractor may elect to leave Category I & II Non-Friable Asbestos-Containing Materials in place during demolition and dispose of the entire waste contents as Category I & II ACM. If the Contractor elects to follow this method, all procedures, monitoring, waste disposal, and dust control measures shall be addressed within the asbestos work plan. In addition, the Contractor will not be allowed to segregate/salvage waste materials, or compact debris for transport. The Contractor shall also submit certification that the landfill to be used for disposal has been notified and is willing to accept Category I & II ACM.

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F2020 1.4 Lead Based Paint

This project involves disturbance of painted surfaces. The work includes removal of paint tested positive of containing lead.

F2020 1.5 Paint Related Work

The work will require disturbance of painted surfaces.

F2020 1.6 Mercury & LLR Components

Remove all fluorescent light tubes, thermostats and switches, smoke detectors, as mercury vapor containing or Low Level Radioactive (LLR) components.

F2020 1.7 PCB’s

Remove all light ballasts without markings regarding PCB content (e.g., “NO PCB”, “NON PCB”) as PCB containing.

F2020 1.8 Ozone Depleting Substances (ODS)

Remove the following equipment which contains ODS: air conditioning equipment Refrigerant R-11, R-12, R-113, R-114, R-115, or R-500 as a refrigerant will not be permitted. R22 shall not be used. Refrigerant to be used shall have Ozone Depleting Potential not greater than 0, and shall comply with UFC 1-200-02 (Mar 2013) and JEGS (2016), Paragraph C-4.1 Reduce Ozone Depletion.

F2020 1.9 Animal Droppings

Remove and dispose of the following animal droppings: Rodents & Bats

F2020 1.10 Molds and Spores

Remove and dispose of the following surfaces and substrates affected by molds and spores:

Gypsum boards Acoustical ceiling tiles Ceramic floor and wall tiles

F2020 1.11 Disposal

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All waste materials shall become the property of the Contractor and shall be transported, disposed of or recycled in accordance with all applicable Federal, GOJ, JEGS, Prefectural and local regulations.

F202001 Substructure & Superstructure

Not Used

F202002 Exterior Closure

Not Used

F202003 Roofing

Not Used

F202004 Interior Construction & Finishes

Remove and dispose all building materials tested positive of asbestos and lead.

F202005 Conveying Systems

Not Used

F202006 Mechanical Systems

Not Used

F202007 Electrical Systems

Not Used

F202008 Equipment & Furnishings

Not Used

F202090 Other Hazardous Selective Building Demolition

G10 SITE PREPARATION

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Provide site preparation that supports project sustainability goals of UFGS 01 33 29.05 20 Sustainability Reporting for Design Build.

The site preparation system consists of site clearing, demolition, earthwork, and hazardous waste remediation necessary to ready the site for other work associated with the project.

GENERAL SYSTEM REQUIREMENTS

Develop the project site and perform all off-site work necessary to meet the requirements of the project, local codes, reference standards, technical specifications and performance criteria.

Minimize the impact of construction activity on operations and neighboring facilities.

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work.

Coordinate and obtain the Contracting Officer's approval for proposed haul route(s), work site access point(s), employee parking location(s) and material laydown and storage area(s).

Refer to Site Analysis and Building Requirements Sections for additional site preparation functional program information.

Provide personnel under the supervision of a registered Professional Engineer to inspect excavations and soil/groundwater conditions throughout construction. The Engineer is required to perform pre-construction and periodic site visits throughout construction to assess site conditions. The Engineer, with the concurrence of the Contractor and the Contracting Officer, is required to update the excavation, sheeting, shoring and dewatering plans as construction progresses to reflect actual site conditions and is required to submit the updated plan and a written report (with professional stamp) at least monthly informing the Contractor and Contracting Officer of the status of the plan and an accounting of Contractor adherence to the plan; specifically addressing any present or potential problems. The Engineer must be available to meet with the Contracting Officer at any time throughout the contract duration. The Contractor is responsible for all costs of the Engineer.

Provide site preparation that supports project sustainability goals.

G1010 SITE CLEARING

G101001 CLEARING

Minimize removal and disposal of all trees required for project construction.

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G101002 TREE REMOVAL

All Banyan trees must be preserved and protected.

G101003 STUMP REMOVAL

G101004 GRUBBING

G101005 SELECTIVE THINNING

G101006 DEBRIS DISPOSAL

All grubbing and clearing residue, demolished material, rubbish and debris generated by this project shall be hauled off-site and off station by the Contractor.

Interruptions of utility services due to removal or relocation of part thereto shall be coordinated with the Contracting Officer. Advance notification shall be provided prior to commencement of utility work.

G1020 SITE DEMOLITION & RELOCATIONS

Existing surface and underground improvements that are not part of the demolition as identified shall be protected. Any existing improvements damaged during demolition and/or relocation of shall be replaced with the same kind or better.

G102001 BUILDING MASS DEMOLITION

G102002 ABOVEGROUND SITE DEMOLITION

G102002 1.1 ABOVEGROUND STORAGE TANKS

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G102003 UNDERGROUND SITE DEMOLITION

G102003 1.1 UNDERGROUND STORAGE TANKS

G102004 BUILDING RELOCATION

G102005 UTILITY RELOCATION

G102006 FENCING RELOCATION

G102007 SITE CLEANUP

G102090 OTHER SITE DEMOLITION & RELOCATIONS

G1030 SITE EARTHWORK

G103001 GRADING

G103002 COMMON EXCAVATION

G103003 ROCK EXCAVATION

Blasting will not be permitted.

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G103004 FILL & BORROW

Provide borrow and select fill from off-base sources.

G103005 COMPACTION

Provide compaction in accordance with UFGS Specification Section 31 23 00.00 20, Excavation and Fill, and the recommendations of the Contractor's Geotechnical Engineer, whichever is greater.

G103006 SOIL STABILIZATION

Any materials classified by ASTM D2487 or applicable Japan specifications’ as GW, GP, GM, GP-GM, GW-GM, GC, GP-GC, GM-GC, SW, SP, SM, SW-SM, SC, free of debris, roots, wood, scrap material, vegetation, refuse, soft unsound particles, and deleterious, or objectionable materials. Unless specified otherwise, the maximum particle diameter shall be one-half the lift thickness at the intended location.

G103007 SLOPE STABILIZATION

Provide slope stabilization through appropriate grading and site design for a minimum factor of safety of 1.5 or slope that does not exceed the maximum slope per local code requirements.

G103008 SOIL TREATMENT

G103009 SHORING

Provide sheeting, shoring, bracing, cribbing and underpinning in accordance with the Army Corps of Engineer's Safety and Health Requirements Manual (COE EM 385-1-1), UFC 3-220-01, Geotechnical Engineering, UFC 3-301-01, Structural

Engineering, and all other applicable Federal, State and local codes and requirements

Provide protection of existing structures.

G103010 TEMPORARY DEWATERING

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G103011 TEMPORARY EROSION & SEDIMENT CONTROL

The contractor must obtain Erosion and Sediment Control permit required for the proposed work from the JEGS. Coordinate reports, submittals, and permit application through the Contracting Officer.

G103090 OTHER SITE EARTHWORK

G1040 HAZARDOUS WASTE REMEDIATION

The Contractor is responsible for all costs associated with the hazardous waste remediation except as allowed by Contract Clause FAR 52.236-2, "Differing Site Conditions". The Contractor's Professional Engineer must perform additional subsurface investigation/testing as required to adequately determine all applicable environmental factors. The Contractor's Professional Engineer is required to evaluate the provided information and any additional information obtained and incorporates appropriate hazardous waste testing and management requirements into the design. The minimum requirements for the soils investigation and report are as required by UFC 3-810-01N (Mar 2016) with associated references.

Prior to starting work, conduct any additional testing that may be needed to provide a final design and comply with all applicable federal, regional, state and local regulations.

Refer to UFC 3-810-01N, Environmental Engineering for Facility Construction (Mar 2016), for additional requirements and criteria.

G1040 1.1 EXCAVATION

Perform excavation of contaminated material in accordance with JEGS:

Non-contaminated water may be disposed of on-site.

G1040 1.2 STOCKPILED SOILS

If during spill cleanup the Contractor is required to stockpile contaminated soil for testing prior to disposal, the Contractor shall submit a Contaminated Soil Stockpile Request to 718 CES/CEIE. Upon receipt of request, 718 CES/CEAN will inform the Contractor of an approved stockpile location. Containment and monitoring of the contaminated soil stockpile will be the responsibility of the Contractor at no additional cost to the US Government.

Dispose of contaminated stockpiled materials in accordance with JEGS.

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G1040 1.3 CLEAN FILL

Backfill soils that are determined as clean fill via testing and compact in accordance with the requirements listed in this section.

G1040 1.4 SPILLS

In the event of a spill or release of hazardous substances, pollutant, contaminant or oil, notify the Contracting Officer immediately. Take containment/control actions immediately to minimize the effect of any spill or leak. Perform clean up in accordance with Section 01 56 00, Environmental Protection.

G1040 1.5 DISPOSAL

All waste materials will become the property of the Contractor; transport, dispose of or recycle all waste materials in accordance with Section 01 56 00, Environmental Protection.

G20 SITE IMPROVEMENTS

Provide site improvements that support project sustainability goals of UFGS 01 33 29.05 20 Sustainability Reporting for Design Build.

The site improvements system consists of replacement of affected pedestrian paving, landscaping and other exterior site development work related to this project.

GENERAL SYSTEMS REQUIREMENTS

Provide site improvements as required to make a useable facility that meets functional and operational requirements.

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work. Perform work in accordance with the obtained permits.

Provide site improvements that support project sustainability goals.

Minimize the impact of construction activity on operations…