SABER_Seed_SOW_1.pdf

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SABER SEED PROJECT STATEMENT OF WORK

RENOVATE RESTROOMS, COL A87, B3001

Project #: WWYK110020

Work Order #: 50450

Issued: 12-Sept-12

1. SCOPE OF WORK

1.1 GENERAL

1.1.1 The work to be performed under the terms of this Delivery Order consists of furnishing all materials, labor, plant, tools, transportation, equipment, testing services, quality control and incidentals required to renovate the restrooms and janitor’s closet near column A87 in B3001 on Tinker AFB, OK.

1.1.2 The final product provided by the Contractor shall conform to government-accepted commercial/industrial quality standards in regards to fit, finish, form and function as detailed in each DO’s Statement of Work (SOW), the SABER Technical Specifications, and industry standards as typically referenced to and utilized by the trades industries that is complete, finished and ready for use by the Government.

1.1.3 The Contractor shall be responsible for identifying the necessary logistical, architectural, structural, mechanical and electrical work elements required to perform this project as described herein.

1.1.4 All plan information such as floor plan layouts, dimensions, structural, mechanical and electrical data, and location of underground utilities provided by the Government for existing and new construction are based on available as-built documentation, field observation, and equipment selected as design basis by the Government. This information is to be considered approximate and shall be field verified by the Contractor.

Reference 19.0 of the SABER Statement of Work for additional information.

1.1.5 The Contractor’s minimum design effort and construction work elements must fully comply with the Government’s design requirements as well as all governing codes, Tinker AFB Specifications, and SABER Technical Specifications. Governing codes as follows, listed in order of priority:

(a) Tinker AFB Base Facility Standard

(b) AF instruction, AF manuals, AF pamphlets, AF engineering technical letters, and executive orders

(c) Unified Facilities Criteria (UFC)

(d) Codes and Standards incorporated by reference in the UFC

(e) Applicable Executive Orders, DoD Regulations, International, Federal, State, and

Local Codes and Regulations as cited in the DO SOW or referenced by the Contractor or his suppliers/subcontractors

The Contractor shall reference 6.0 of the SABER Statement of Work for additional information.

1.2 SPECIAL REQUIREMENTS

1.2.1 Government Responsibility

1.2.1.1 The Government will clear the construction area of all government materials and personnel to provide a reasonable buffer prior to the start of construction.

Remaining portions of the facility will remain occupied throughout construction.

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1.2.1.2 Prior to construction, the using agency will coordinate with 72d Communications

Squadron to disconnect and remove all existing voice and data cabling from the construction area.

1.2.1.3 After completion of construction, the using agency will coordinate with 72d

Communications Squadron for installation of voice and data cabling, outlets, etc.

1.2.2 Contractor’s Proposal Requirements

1.2.2.1 Contractor shall provide “minimum design” documents in accordance with the SABER Contract Statement of Work.

1.2.2.2 Unless otherwise directed by the Contracting Officer, the Contractor shall not begin construction activities until the completed “minimum design” documents have been reviewed and approved by the government.

1.2.2.3 Contractor’s engineering services shall include stamped structural calculations per the requirements below and stamped fire protection shop drawings per the requirements below.

1.2.2.4 Minimum Design Documents Shall Utilize the Following:

1.2.2.4.1 Civil – Not Applicable

1.2.2.4.2 Architectural

1.2.2.4.2.1 The Contractor, as a minimum, is required to comply with the current editions of each of the following base requirements for design and/or construction. The term “most current” is to be understood to mean, “most current as of date of issuance of the delivery order.” All work performed shall comply with, but not limited to:

1.2.2.4.2.2 Tinker AFB Facility Standard (includes Architectural Compatibility

Plan)

1.2.2.4.2.3 Tinker AFB Specification Standards 00 71 00 General Safety

Requirements for Tinker AFB

1.2.2.4.2.4 UFC 1-200-01, General Building Requirements

1.2.2.4.2.5 NFPA 101, Life Safety Code

1.2.2.4.2.6 International Building Code

1.2.2.4.2.7 ABA, Architectural Barriers Act

1.2.2.4.2.8 ADA, Americans with Disabilities Act

1.2.2.4.2.9 UFAS/Uniform Federal Accessibility Standard

1.2.2.4.2.10 The Contractor shall provide a (¼”=1’-0”) scaled Floor Plan drawing.

This drawing shall be fully dimensioned to reflect the as-built conditions and location all new and existing element of construction.

1.2.2.4.2.11 The Contractor shall provide (¼”=1’-0”) scaled Interior Elevations of all interior walls showing finishes, and dimensionally locate all wall-mounted items.

1.2.2.4.2.12 The Contractor shall provide (¼”=1’-0”) scaled Reflected Ceiling Plan.

This plan shall show all ceiling-mounted items and dimensionally locate the suspension grid.

1.2.2.4.2.13 The Contractor shall provide (3/4”=1’-0” min) scaled Wall Section thru toilet room demising wall. The demising wall must meet STC=50, contractor to provide UL design determination.

1.2.2.4.2.14 The Contractor shall provide (3/4”=1’-0” min) scaled Wall Section thru toilet plumbing wall, showing wall construction and fixture carrier placement.

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1.2.2.4.3 Structural –

1.2.2.4.3.1 UFC 3-310-01 Structural Engineering

1.2.2.4.3.2 The Contractor shall provide detail drawings of all structural connections.

1.2.2.4.3.3 Contractor shall provide drawing that shows location and size of beam for support of ceiling-mounted toilet partitions. Provide in-wall column design and requirements. Provide engineer’s calculation for all required structural support systems.

1.2.2.4.4 Mechanical

1.2.2.4.4.1 UFC 3-410-01FA Heating, Ventilating, and Air Conditioning

1.2.2.4.4.2 UFC 3-400-02 Design: Engineering Weather Data

1.2.2.4.4.3 UFC 3-401-01FA Utility Monitoring and Control Systems

1.2.2.4.4.4 UFC 3-400-01 Energy Conservation

1.2.2.4.4.5 UFC 3- 420-01: Plumbing Systems

1.2.2.4.4.6 UFC 3-600-01: Fire Protection Engineering for Facilities

1.2.2.4.4.7 UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

1.2.2.4.4.8 American Society of Heating, Refrigerating, and Air-Conditioning

Engineers (ASHRAE) Standards

1.2.2.4.4.9 Sheet metal and Air Conditioning Contractors’ National Association

(SMACNA) Standards

1.2.2.4.4.10 The Contractor shall provide a scaled Utility Plan showing tie-in locations of all new utility lines.

1.2.2.4.4.11 The Contractor shall provide a scaled Plumbing Plan showing size and locations of plumbing lines and fixtures.

1.2.2.4.4.12 The Contractor shall provide a scaled HVAC Plan to showing size and location of ductwork and equipment.

1.2.2.4.5 Fire Protection

1.2.2.4.5.1 Hydraulic calculations shall be performed for all new fire sprinkler system additions. All calculations shall be IAW NFPA 13 in content and format.

1.2.2.4.5.2 All fire sprinkler design, demolition and new installation work shall be accomplished IAW the requirements of UFC 3-600-01, NFPA 13, federal, state, and local codes.

1.2.2.4.6 Electrical

1.2.2.4.6.1 All electrical design, demolition and new installation work shall be accomplished IAW the requirements of NFPA 70 (National Electric

Code), TAFB Base Standard for Building/Utility Electrical

Distribution Systems, federal, state, and local codes.

1.2.2.4.6.2 Contractor shall be responsible to restore electrical service to all equipment, devices and circuits that are to remain if such items are affected by demolition.

1.2.2.4.6.3 When electrically driven equipment furnished under this contract materially differs from the design, the contractor shall make the necessary adjustments to the conductors, disconnect devices, circuit breakers, fuses, and controllers, overload protection, etc. to accommodate the equipment actually installed.

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1.2.2.4.7 Fire Alarm

1.2.2.4.7.1 Fire alarm system evaluation, design, installation, and testing shall be performed by qualified/experienced personnel as defined in NFPA 72, Chapters 4, 10, and Annex A.

1.2.3 Contractor Responsibility

1.2.3.1 The Contractor shall consult with Contracting Officer and Construction Inspector to develop a construction schedule that accommodates the continued performance of user’s mission function for the duration of the project.

1.2.3.2 Rubbish and debris shall be removed from Government property daily, unless otherwise directed, to avoid accumulation at the demolition site. Materials which cannot be removed daily shall be stored in areas specified by the Contracting

Officer.

1.2.3.3 Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work.

The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the

Government. Any damaged items, structures, materials, finishes, etc. shall be repaired or replaced to match existing as approved by the Contracting Officer at the Contractor’s Expense.

1.2.3.4 The Contractor shall record all subsurface utilities (structural members, pipe sizes, material, depth and distance from any above ground landmark) encountered during demolition/construction and reflect the information on the project as-built drawings.

1.2.3.5 All abandoned conduit/conductors shall be removed complete to source. Conduit shall not be abandoned in place.

1.2.3.6 Any pull box, conduit, cable or other material that is damaged during demolition shall not be reused but shall be replaced with new materials.

1.2.3.7 The Contractor shall furnish a DD Form 1354, Transfer and Acceptance of

Military Real Property Checklist, to the Contracting Officer prior to the final inspection. Checklist is to consist of a list of all equipment, materials and manufacture’s name, size, type and serial number of all submitted real property approved for installation within the project.

1.2.3.8 The Contractor shall consult with the Contracting Officer, Construction

Inspector, and the Using Agency POC to determine a location for placement of a dumpster if applicable.

1.2.3.9 The Contractor shall snake existing sanitary pipes, that are smaller than 6”, 100’ to prevent any blockages with the new sanitary pipe. The Contractor shall provide 100’ of video footage for sanitary pipes 6” and larger. Video footage shall be done after new pipe being installed. The Contractor shall perform the above work in the presence of the Construction Inspector.

1.2.3.10 The Contractor shall install all conduits, equipment and devices plumb, level and square. All conduits, overhead and underground pipes, ductwork, etc. shall be run at right angles parallel to the building structure to the nearest column line to avoid interference with other utilities, overhead cranes and heavy equipment.

1.2.3.11 It shall be the responsibility of the Contractor to provide project screening / dust protection around the project area.

1.2.4 Additional Regulations

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1.2.4.1 Process hazardous material IAW Tinker AFB Technical Specification 00 72 00, prior to use on TAFB.

1.2.4.2 Ventilation measurements must be IAW current edition of ACGIH Ventilation

Manual and 29 CFR 1910.94.

1.2.4.3 Welding, cutting, or brazing operations must be IAW 29 CFR 1910.252. The

Contractor shall not operate welders near chlorinated hydrocarbons.

1.2.4.4 Hazardous noise levels must be IAW OSHA 29 CFR 1910.95 and AFOSH Std

48-20 in the vicinity of DoD Active Duty and Civilians.

1.2.4.5 Illumination levels must be IAW current edition of IES Lighting Handbook.

1.2.4.6 To assist in the evaluation of health hazards & to provide emergency medical treatment, contractors must have Material Safety Data Sheets (MSDS) of hazardous materials reviewed and exchange of HAZCOM information accomplished prior to use of HAZMAT on TAFB IAW 29 CFR 1910.1200.

1.2.4.7 Where confined spaces may be involved, ensure confined space entry permits are acquired prior to entering a confined space. Personal Protective Equipment

(PPE) must be IAW 29 CFR 1910.146 and AFOSH Std 91-25.

1.2.4.8 Reference Section 6.0 of the SABER Statement of Work for additional information on the above regulations.

1.2.5 FOD Awareness and Prevention Training

1.2.5.1 The work to be performed in this project will require the contractor to work in or travel through areas near operational and/or production aircraft or related components. As such, all contractor personnel working on this project will be required to complete Foreign Object Debris (FOD) awareness and prevention training. Reference Section 34.7 of the SABER Statement of Work for additional information.

1.2.5.2 The Contractor is responsible for ensuring and enforcing industry safety practices, compliance with FOD requirements and quality control of the job site.

1.2.5.3 The Contractor shall pay attention to all posted safety sign instructions and wear all required PPE (Safety glasses, earplugs, etc.). Safety signs are typically posted at the entrance to each shop and vary from shop to shop.

1.2.6 Air Field Operations

This project is not located in an Air Field Operations area.

1.2.7 Secured Area(s)

Project is not located in a secured area.

1.2.8 EPA Comprehensive Procurement Guide (CPG) –

The following EPA-designated CPG products have been specified for use in this project:

Toilet Partitions

Latex Paint

Floor Tile

Building Insulation

1.2.9 Environmental Survey

Soil Testing: B3001 is an EPA-regulated site. There is a potential for hazardous vapors under the slab and potential for contaminated soil in some areas. The Contractor shall include testing and disposal requirements for the two identified hazards when submitting both their health and safety plan. The Contractor shall include in their plan an initial air sampling test for hazardous vapors, prior to opening the entire slab. For all unused excavated soil, the Contractor will be required to perform a Resource Conservation and

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Recover Act (RCRA) Waste Characterization soil sampling prior to disposing at East

Oak Landfill. Soil sample results shall be submitted as required on the AF66. If testing indicates hazardous contamination, a modification will need to be pursued. The

Contractor shall refer to the TAFB specifications for further disposal information.

1.2.10 Working Hours

Standard work hours have been identified for this project. Construction shall take place during normal working hours (7:00 a.m. – 4:00 p.m.). Outages may be the exception.

The Contractor shall submit outage requests for approval IAW Tinker Spec 00 70 00.

The Contractor may request to work extended hours IAW a.4 of the SABER SOW.

1.3 PHASING / SCHEDULE

There is no government-required construction phasing for this project. The contractor shall submit a construction schedule for approval by the Contracting Officer prior to the start of construction.

1.4 CONSTRUCTION FEATURE #1: Renovate Restroom

1.4.1 Civil Demo

1.4.1.1 The Contractor shall saw cut, remove and demo sections of floor slab as necessary to install new plumbing and floor drains with trap primers in restrooms and janitor’s closet.

1.4.2 Civil Construction

1.4.2.1 The Contractor shall replace slab as necessary upon completion of new plumbing installation.

1.4.2.1.1 New concrete slab thickness shall match existing slab thickness. Existing slab is estimated to be approximately 6”. New concrete slab shall have a 28 day strength of 4000 psi. New slab shall be reinforced and doweled into existing slab as required.

Concrete finished shall match and be level with existing concrete. Once concrete has cured, the contractor shall seal all construction and control joints. Floor area shall be recoated to match existing floor coating if applicable.

1.4.3 Structural Construction

1.4.3.1 Contractor shall install structural support system for ceiling mounted toilet partitions. See 1.4.5.19 for additional information.

1.4.4 Architectural Demo

1.4.4.1 The Contractor shall demo floor finishes, wall finishes, suspended ceilings system and prepare for new selected finishes.

1.4.4.2 The Contractor shall demo all toilet and urinal partitions and associated hardware.

1.4.4.3 The Contractor shall demo all fixtures per 1.4.6.

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1.4.4.4 The Contractor shall demo all restroom accessories to include toilet paper dispensers, paper towel dispensers, soap dispensers, toilet seat cover dispensers, sanitary napkin receptacles, and recessed trash cans.

1.4.4.4.1 The Contractor shall protect existing soap dispensers and paper towel dispensers in all restrooms and turn them over to the Government.

1.4.4.5 The Contractor shall remove and dispose of existing mirrors in all restrooms.

1.4.4.6 The Contractor shall demo portions of existing restroom walls. See drawing A02.

1.4.4.7 The Contractor shall remove and dispose of the existing wood shelf in the janitor’s closet.

1.4.5 Architectural Construction

1.4.5.1 The Contractor shall ensure the new restroom shall comply with Architectural

Barriers Act (ABA) requirements.

1.4.5.2 The Contractor shall patch and repair the floor, walls, and ceiling areas that have been damaged or removed during demolition. The Contractor shall ensure that the sub-floors are properly leveled and prepared for new tile and sloped to drain.

1.4.5.3 The Contractor shall install new restroom walls as indicated in the floor plan

(Reference A03). The new demising wall between restrooms shall extend to the deck above. The new demising wall shall be constructed as per the following:

1.4.5.3.1 Provide and install 6” x 20 gauge galvanize metal stud framing at 16” O.C.

1.4.5.3.2 Fill all stud cells with 6” fiberglass sound batts.

1.4.5.3.3 Provide (2) layers of 5/8” mold and water resistant gypsum wall board at each stud face. Apply “Green Glue” between layers. Stagger gypsum wall board panel joints and seal with flexible sealant. Apply “Green Glue” at 58 fluid ounces per 4’ x 8’ gypsum board sheets.

1.4.5.3.4 Seal perimeter of new wall framing track/studs to surrounding walls, use flexible acoustic sealant.

1.4.5.3.5 Seal perimeter of new gypsum wall board to surrounding walls, use flexible acoustic sealant.

1.4.5.3.6 Seal all penetrations through gypsum wall board.

1.4.5.3.7 All gypsum board shall be finished in accordance with section 09 29 00 of the SABER specifications.

1.4.5.4 The Contractor shall patch and repair existing wall finishes correcting any structural/framing defects.

1.4.5.5 The Contractor shall ensure all surfaces are smooth and level prior to installation of new materials.

1.4.5.6 The Contractor shall patch and repair existing surfaces at the exterior face of the restrooms, janitor’s closet and drinking fountain alcove walls.

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1.4.5.6.1 The Contractor shall patch and repair the existing exterior walls at the exterior of restrooms and janitor’s closet. The Contractor shall repaint the existing exterior walls of the restrooms, janitor’s closet and drinking fountain alcove to match existing. Paint only the exterior walls that are exposed to the common open areas.

1.4.5.6.2 Apply (1) layers of 5/8” mold and water resistant gypsum wall board at restroom face of wall. Apply “Green Glue” between layers. Stagger gypsum wall board panel joints and seal with flexible sealant. Apply “Green Glue” at

58 fluid ounces per 4’ x 8’gypsum board sheets.

1.4.5.6.3 Contractor shall repair the flooring at the exterior of the restrooms and janitor’s closet to match existing.

1.4.5.6.4 The Contractor shall install new rubber base on the exterior walls of the restroom, janitor’s closet, and drinking fountain alcove.

1.4.5.6.5 All gypsum board shall be finished in accordance with section 09 29 00 of the SABER specifications.

1.4.5.7 The Contractor shall install new flooring in janitor’s closet. Flooring shall be

Tennant epoxy floor coating, (Reference Section 6 for additional information on the “or equal” clause), to match the adjacent corridor flooring. Finished floor shall drain to new floor drain.

1.4.5.8 The Contractor shall prepare and paint the walls of the Janitor’s closet with two coats of paint. Paint shall be, Sherwin Williams – Extra White SW 7006 ProMar

200 – Eggshell, or equal (Reference Section 6 for additional information on the “or equal” clause).

1.4.5.9 The Contractor shall install stainless steel backsplash at the walls behind and adjacent to the mop sink. Stainless steel backsplash shall be a minimum of 36” high from finished floor.

1.4.5.10 The Contractor shall install new mirrors in the restrooms to be mounted above countertop with the soap dispensers mounted between mirrors. Mirror and restroom accessory installation heights shall be IAW ADA/ABA requirements.

1.4.5.11 The Contractor shall install new porcelain floor tile and floor to ceiling wall tile throughout restrooms and shall be IAW the Tinker AFB Restroom Standards listed below in this statement of work (see 1.4.5.24) and IAW the Tile Flooring SABER specification 09 30 00. Tile shall be installed in a straight standard pattern, typical throughout.

1.4.5.12 The Contractor shall ensure new grout application meets ANSI 118.7. Grout shall be mixed with Tec Acrylic Grout Additive, or equal (Reference Section 6 for additional information on the “or equal” clause).

1.4.5.13 The Contractor shall install access panels and paint access panels the same color as the wall tile. Panels shall be installed at service valves and cleanouts. Access panel and attachment fasteners shall be non-corrosive.

1.4.5.14 The Contractor shall install new toilet accessories to be IAW the Tinker AFB

Restroom Standards listed below in this statement of work (see 1.4.5.24).

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1.4.5.15 The Contractor shall install blocking to securely anchor restroom accessories and compartment partitions/screens. All wood blocking shall be fire treated 2X’s as necessary for stable backing. All fasteners shall be non-corrosive.

1.4.5.16 The Contractor shall ensure new restroom plumbing fixtures shall have hands-free operation (refer to section 1.4.7 for additional information).

1.4.5.17 The Contractor shall ensure floor tile transition-to-floor drains are flush at drains with positive drainage. Floor tile shall be cut in pie-configuration at floor drains.

Reference Attachment 1 for an example.

1.4.5.18 The Contractor shall provide and install wall hung sinks. Piping under sinks shall be properly insulated with protective jacketing.

1.4.5.19 The Contractor shall provide and install high density polyethylene (HDPE) ceiling hung toilet partitions (see 1.4.5.24 for restroom standards) and all accessories necessary for standard width (36”) standard stalls and handicapped stalls. Provide overhead supports. Supports shall consist of heavy gauge channel framing securely anchored to the existing structure above.

1.4.5.19.1 Handicap toilet stalls shall include 1 each 42” long and 1 each 36” long grab bars in each designated handicap stall.

1.4.5.20 The Contractor shall provide and install a new 2’ x 2’ moisture resistant suspended ceiling system at 8’-0” above finished floor (aff). Product information is identified in the Tinker AFB Restroom Standards listed in section 1.4.5.24.

1.4.5.21 The Contractor shall install ADA/ABA signage IAW the signage standard

(Contractor shall reference UFC 3-120-01 and ABA requirements regarding signage).

1.4.5.22 The Contractor shall install ADA/ABA compliant doors and frames at the entry of each restroom and the janitor’s closet.

1.4.5.22.1 All doors shall be 18 gauge, galvanized, hollow metal doors with sight-proof -louvers. All door frames shall be minimum of 16 gauge, galvanized, hollow metal. All doors shall have appropriate push/pull clearances. The pull side shall have an 18” clearance and the push side shall have a 12” clearance with a clear opening of 32”. Door frames shall be a one piece welded frame.

1.4.5.22.2 Restroom entry door hardware shall include ADA/ABA compliant push/pull hardware, 12” x 32” stainless steel kick plates, closers and sealed ball bearing hinges. The hinges shall be seal ball bearing type. The door closures shall require a max. of 5 lb force to open the door. The doors shall be non-locking.

1.4.5.22.3 Janitor’s closet door hardware shall include; ADA/ABA compliant mortise lockset with store room function, 2-12” x 32” stainless steel, kick plates, closers and sealed ball bearing hinges. The door closures shall have an hold-open function. The lockset cores shall be 7 pin, L keyway “Best” Locking

System, or equal (Reference Section 6 for additional information on the “or equal” clause), as used IAW Tinker standards.

1.4.5.22.4 The hardware finish shall be brushed nickel.

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1.4.5.23 Doors and frames shall be factory primed and prepped ready for field applied top coats. Contractor shall apply the two coats of paint. Paint shall be rolled or sprayed and be alkyd enamel paint, color SW 6531 Indigo, semi-gloss, or equal (Reference

Section 6 for additional information on the “or equal” clause).

1.4.5.24 Refer to the Restroom Standards below for material information (Reference Section

6 for additional information on the “or equal” clause):

Sanitary napkin Receptacles: AJ Washroom Accessories #U582 Surface Mounted

Stainless Steel #4 Satin finish. (Women’s and unisex restrooms only)

Toilet paper dispensers: Kimberly-Clark #09551 Dual Jumbo Roll Tissue Dispenser.

Toilet seat cover dispensers: Gamco #TSC -1 Stainless steel #4 satin finish.

Paper towel dispensers: Kimberly-Clark #09990 SaniTouch universal roll towel dispenser.

Soap dispensers: GoJo #5255-06 2000 Foam soap dispenser and GoJo 7500 Pro

5000 grit soap dispenser.

Stainless steel shelf: AJ Washrooms, U775-24 (1 per each ADA/ABA stall).

Handle: Everbilt, Model #15276.0 (1 per each ADA/ABA stall)

2x2 Acoustical ceiling tiles for wet areas: USG, ClimaPlus, #3260 White, Sheetrock

Brand with 15/16” USG Donn DXL, flat white ceiling grid.

Best Key Lock System

Field Floor Tile: Crossville, Graphite A850 (Cross Sheen finish) UPS – 12” x12”

(Cut tile for base)

Wet Area Floor Tile: Graphite A850 (Cross Tread finish) UPS – 12” x12”

Floor Grout: C-cure - #2 Gray 3/16” grout joint

Wall Tile: Crossville, Dal-Tile Matte – Desert Gray X714-6”x6”

Wall Grout: C-cure - #61 Executive Gray

Solid surface countertop (wall mounted) and shall be Avonite - Stormy Gray F1-

9010 or ( Industrial areas) Bradley /Terreon – Empire Gray (E-Gray)

Vanity Bases: Wilsonart 7495-60, Windswept Pewter.

Toilet Partitions: HDPE, Ceiling Hung, Scranton, Glacier Gray

Wall Paint: Sherwin Williams – Extra White SW 7006 ProMar 200 - Eggshell

Doors/Trim: Sherwin Williams – Indigo SW6531, Alkyd Enamel – Satin

Marble thresholds.

Stainless Steel corner guards

1.4.6 Mechanical Demo

1.4.6.1 The Contractor shall remove and dispose of all water closets, urinals, lavatories, and mop sink.

1.4.6.2 The Contractor shall remove and dispose of piping in existing plumbing chase wall as needed to relocate plumbing chase.

1.4.6.3 The Contractor shall remove and dispose of existing floor drains.

1.4.6.4 The Contractor shall demo existing underground and aboveground piping back to the source unless directed otherwise. No piping shall be abandoned in place unless directed otherwise.

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1.4.6.5 The Contractor shall remove and dispose of existing AC duct back to source and cap.

1.4.6.6 The Contractor shall remove and dispose of existing exhaust fans, grills, and duct work.

1.4.6.7 The Contractor shall remove and dispose of existing hot water heater.

1.4.6.8 The Contractor shall remove and dispose of existing drinking fountain.

1.4.7 Mechanical Construction

All mechanical work shall be in accordance with UFC 3-410-01FA Heating, Ventilating, and Air Conditioning, UFC 3- 420-01: Plumbing Systems, UFC 4-010-01 DoD Minimum

Antiterrorism Standards for Buildings, American Society of Heating, Refrigerating, and

Air-Conditioning Engineers (ASHRAE) Standards Sheet metal and Air Conditioning

Contractors’ National Association (SMACNA) Standards.

1.4.7.1 The Contractor shall ensure new restroom plumbing fixtures shall have hands-free operation.

1.4.7.2 The Contractor shall install new wall mounted water closets and urinals with automatic flush valves.

1.4.7.2.1 Fixture counts shall remain the same.

1.4.7.2.1.1 One water closet and one urinal shall be ADA/ABA compliant in the men’s restroom.

1.4.7.2.1.2 One water closet shall be ADA/ABA compliant in the women’s restroom.

1.4.7.2.1.3 All water closets shall have Sloan Solis flush valves, model #8111, or equal (Reference Section 6 for additional information on the “or equal” clause). .

1.4.7.2.1.4 The urinal shall have a Sloan Solis flush valve, model #8186, or equal

(Reference Section 6 for additional information on the “or equal” clause).

1.4.7.3 The Contractor shall install new wall-mounted lavatories and faucets. Lavatories shall be ADA/ABA compliant. Faucets shall be Sloan Optima Systems, Sloan

Solis faucets, model #EAF 275, or equal (Reference Section 6 for additional information on the “or equal” clause).

1.4.7.3.1.1 All exposed piping at lavatories shall be properly insulated.

1.4.7.4 The Contractor shall install wall cleanouts at each end of each battery of water closets, urinals, and lavatories. Clean outs shall be located 26”on center (o.c.)

above finish floor.

1.4.7.5 The Contractor shall provide access panels for all maintenance items.

1.4.7.6 The Contractor shall install new floor drains with trap primers in restrooms and janitor’s closet.

1.4.7.7 The Contractor shall snake the existing line a minimum of 100’ with a minimum of a 1 ¼” cable to accomplish the work.

1.4.7.8 The Contractor shall install new floor mounted mop sink and faucet in janitor’s closet. Mop sink shall be a 24”x24”x10”.

1.4.7.9 The Contractor shall install new hot water heater on housekeeping platform in

Janitor’s closet, sized to match existing or greater capacity with drain to serve the new restroom set.

1.4.7.10 The Contractor shall install new exhaust fan and ductwork with back-draft damper in each restroom. The exhaust air shall be ducted to the outside.

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1.4.7.10.1 New exhaust fan for both restrooms and janitor closet shall be sized to exceed minimum exhaust rates in accordance with ASHRAE 62.1 ventilation requirements.

1.4.7.10.2 Exhaust fans shall have an antiterrorism force protection (ATFP) shut off switch or a normally closed relay and tie-in to the existing emergency shut off system for B3001.

1.4.7.11 The Contractor shall install new drinking fountain in existing fountain location.

New drinking fountain shall be ADA/ABA compliant.

1.4.8 Fire Protection Demo

1.4.8.1 The Contractor shall remove and dispose of existing sprinkler heads in each restroom and in janitor’s closet.

1.4.9 Fire Protection Construction

1.4.9.1 The Contractor shall install new semi-recessed sprinkler heads, adjust drops as necessary. New sprinkler heads will be in same approximate location as existing heads. Adjust sprinkler head location to center of ceiling tile.

1.4.10 Electrical Demo

1.4.10.1 The Contractor shall demo all existing light fixtures, light switches and receptacles in both restrooms and janitor’s closet.

1.4.10.2 The Contractor shall demo the conduit and wiring to the nearest J-Box currently servicing the wall mounted light fixture above the sinks in each restroom. The outlet box and conduit in the wall will be abandoned in place.

1.4.10.3 The Contractor shall demo one surface mounted duplex receptacle located 6” below ceiling and above the sinks in each restroom, including box, conduit and wire to the nearest J-Box.

1.4.10.4 The Contractor shall disconnect the electrical power from the hot water heater in the janitor’s closet.

1.4.11 Electrical Construction

1.4.11.1 The Contractor shall provide temporary lighting during construction.

1.4.11.2 The Contractor shall install new 2’x4’ 2 lay-in style Light Emitting Diode (LED) lighting fixtures in the restrooms and janitor’s closet.

1.4.11.2.1 Lighting shall provide a minimum of 20fc at 30” AFF. Levels shall meet the requirements of UFC 3-530-01.

1.4.11.2.2 LED Lighting shall meet the requirements of ETL 12-4.

1.4.11.2.3 LED Lighting shall be Lithonia 2VTLED, or equal (Reference Section 6 for additional information on the “or equal” clause).

1.4.11.2.4 LED Lighting shall be dual level controllable, where required.

1.4.11.2.5 LED Lighting shall have the option of fully dimmable control.

1.4.11.2.6 Refer to reflected ceiling plan, A04, for locations.

1.4.11.3 The Contractor shall install emergency battery backup ballast in the fixture closest to the door in each restroom.

1.4.11.4 The Contractor shall install ceiling mounted dual technology occupancy sensors in each restroom.

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1.4.11.5 The Contractor shall install a wall mounted infrared occupancy sensor in janitor’s closet.

1.4.11.6 The Contractor shall replace the duplex receptacle at each restroom sink with a new

20 amp ground fault circuit interrupter (GFCI) duplex receptacle.

1.4.11.7 The Contractor shall replace the duplex receptacle in the janitor’s closet with a new

20 amp GFCI duplex receptacle.

1.4.11.8 The Contractor shall replace the duplex receptacle at the drinking fountain with a new 20 amp GFCI duplex receptacle.

1.4.11.9 The Contractor shall install and connect relay and wiring for ATFP shutdown of exhaust fan.

1.4.11.10 The Contractor shall install transformers and wiring as required for flush valves and I/R faucet sensors.

1.4.11.11 The Contractor shall re-connect the electrical power to the new hot water heater in the janitor’s closet.

1.4.12 Fire Alarm Demo

1.4.12.1 The Contractor shall demo all fire alarm notification devices.

1.4.13 Fire Alarm Construction

1.4.13.1 The Contractor shall install one new ADA/ABA compliant fire alarm notification strobe in each restroom. Connect to the amplifier (power supply) for audio/visuals, horns, strobes, etc., across the aisle from post D95.

1.4.13.2 P The Contractor shall provide programming of the existing Fire alarm Panel for each new Fire Alarm Device.

2. GOVERNMENT FURNISHED DRAWINGS

As required, additional as-built drawings for the existing facility are available for duplication.

G01 General Notes/Vicinity Map

A00 Architectural Symbols and Abbreviations

A01 Location Plan

A02 Demolition Plan

A03 New Floor Plan

A04 Reflected Ceiling Plan

M00 Mechanical Symbols and Abbreviations

M01 Mechanical Plan

ATT 1 Floor Tile Example

3. GOVERNMENT FURNISHED PROPERTY:

Government Furnished Property is not included in this contract/delivery order.

4. LOCATION

Project area is located at column A87 in Building 3001 on Tinker Air Force Base, Oklahoma.

Refer to the drawing cover sheet for more information.

5. STORAGE AREA(S):

Contractor shall limit the storage of materials, equipment, and incidentals to the immediate construction site. If the Contractor requires additional storage area(s) other than the project

12-SEPT-12 Statement of Work - 14 of 14 WWYK110020 site, a request shall be submitted, in writing to the Contracting Officer for approval. It is recommended that the contractor make arrangements for storage of equipment between its delivery and its installation, as security during non-working hours cannot be guaranteed.

6. “OR EQUAL” CLAUSE:

Where reference is made in the specification or on the drawings to specific manufacturers and/or model numbers of equipment or materials, the information is provided to indicate design intent and to establish the minimum quality standards, physical attributes, and performance characteristics which are required for the referenced item. The use of specific names and/or model number is not intended to limit selection of other manufacturers;

equipment or materials meeting these criteria may be submitted to the Contracting Officer for consideration and shall be clearly identified, in writing, as a substitution. The Burden of proving equality for proposed substitutions shall be the responsibility of the Contractor and submittals for said substitutions shall include detailed manufacturer’s specifications, dimensioned drawings, performance data and any other information necessary to clearly indicate that the proposed item meets or exceeds the quality standards, physical characteristics, and performance criteria established by the contract documents. Submittals, which do not provide proof of equality, will be rejected.

7. COLOR

This section does not cover the color of the exterior and interior materials and products that are exposed to view in the finished construction. The word "color" as used herein includes surface color and pattern. When color is not designated for items, the Contractor shall propose and submit a color for approval.

8. ATTACHMENT(S):

1. Floor Tile Sample

2. Asbuilts

End of SOW