W912QR20R0028-0005.pdf

W912QR20R0028-0005

W912QR20R0028

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMDT 0005 SUMMARY OF CHANGES

SUMMARY OF CHANGES

Army Reserve Center Charlotte, North Carolina

W912QR20R0028

Amendment No. 0005

A. The following SPECIFICATION SECTIONS have been revised and reissued:

01 02 00.00 48 Statement of Work Part 6 – Paragraphs 6.4.5.6

(End of Summary of Changes)

Army Reserve Center Amdt. #0005 Charlotte, North Carolina P2# 473765 D/B RFP Certified Final

Corrected Final Submittal-July2019 01 02 00.00 48 Part 6 - 1 of 13

PART 6

ARCHITECTURAL AND INTERIOR DESIGN

6.1 DESIGN GOAL. The overall architectural design goal for the facility is to provide a functional, visually appealing facility that is a source of pride for facility users.

The RFP conceptual building drawings present a building design scheme which considers the Army Reserve program and which is acceptable to the Government. This does not preclude the Contractor from making improvements to the design so long as such improvements are consistent with the requirements of the RFP and acceptable to the Government. The RFP building drawing plans are conceptual, and have been provided to illustrate spatial adjacencies and design intent. The Contractor shall provide a complete design. In completing the design, the Contractor will be allowed some latitude in manipulating the plans and elevations to improve functional layout, to accommodate structural, mechanical, electrical and other systems, and to allow flexibility for design/esthetic expression. The spatial relationships and adjacencies, however, must be maintained, unless the Contractor recommends changes to the Government, and the Government approves such changes.

6.1.1 Site Planning Objectives. Provide a functional layout for the new site elements in conjunction with the existing structures. The site plan should place emphasis on creating a safe work environment. Existing vehicular circulation to remain.

Pavement marking and signage shall clearly delineate traffic patterns, even to first time visitors to the site.

6.1.1.1 The site development plan shall show consideration for the site opportunities and constraints, program requirements, and specific site design criteria and guidance provided. The site plan will include a prefabricated Arms Vault. A fire sprinkler pump house and associated water storage tanks are included if required for the project as determined by the Offeror. See 6.4.5 Miscellaneous Exterior Elements and conceptual site locations on RFP Drawing CS101.

6.1.1.2 At Buildings 1300, 1324, 1330, and 1412, provide a minimum of one accessible pedestrian route linking handicap accessible parking areas with the main entrance to the building core area. The accessible route shall be arranged to minimize the crossing of vehicular circulation routes. See conceptual accessible parking locations and routes on RFP Drawing CS101.

6.1.2 Exterior Design Objectives. Not used.

6.1.3 Interior Design Objectives. Arrange spaces in an efficient, functional manner. Provide simple circulation schemes that allow easy wayfinding within buildings.

Use durable materials and furnishings that can be easily maintained and replaced. Use interior surfaces that are easy to clean and light in color; avoid trendy or bright color schemes. Where feasible, arrange spaces to allow rearrangement of furniture layout.

Structure interior spaces to allow maximum flexibility for future modifications.

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6.1.3.1 The RFP provides basic finishes and a color palette for most spaces.

Contractor’s designers are encouraged to develop a more comprehensive finish and color palette for acceptance by the Government, including accent colors and finishes, especially for common-use areas of the building. Such finish and color palette shall include doors, door frames and window frames.

6.1.3.2 Functional space requirements are noted in Part 1 of this Statement of Work;

Contractor’s designer is to coordinate the layout with the Government. The Contractor shall develop restroom and locker room plan layouts in conformance with the requirements of this RFP and the Design Guide, for the acceptance of the Government.

Plumbing fixture counts shall be based on Design Guide requirements, and shall also shall comply with code and accessibility requirements. The male/female ratio for Buildings 1300, 1330, and 1412 is 2/3 male, 1/3 female. The male/female ratio for Building 1324 is 80% men and 20% women. For the vehicle maintenance building, provide 20% of the code-required total fixture count requirements for women, and 80% of the total requirement for men. Exclusive-use toilet fixtures in the General Officer suite may not be counted toward satisfying Design Guide, accessibility or code requirements.

6.1.3.3 Where Contractor provides schedules, labeling or key plans (for signage, lockset keying, electrical panel schedules, communications/data wiring, etc.), Contractor shall use final room numbers if different from construction document room numbers.

Refer to UFC 4-171-05 for guidance on room numbering.

6.1.3.4 Special design emphasis should be given to the General Officer suite area.

6.1.4 Material and Product Selection Criteria. Materials shall meet the requirements of this RFP, including but not limited to the Outline Technical Specifications, which establish a minimum quality level. Higher quality materials will be evaluated more favorably.

6.2 BUILDINGS 1300, 1324, 1330, AND 1412 EXTERIOR REQUIREMENTS.

6.2.1 The Army Reserve Center renovation consists of four existing buildings.

Three buildings are used for Training Center function: Buildings 1300, 1330, and 1412.

One building is used for an AMSA function: Building 1324. Refer to RFP Drawings. For exterior photographs and exterior elevations, refer to Attachment D Site and Building Photographs and Attachment E Existing Building Drawings.

6.2.2 Building 1300. Building 1300 is an existing building and there are no planned additions to the building required by this RFP. The window replacement and exterior door replacement should complement the existing building.

6.2.2.1 The existing exterior masonry walls of Building 1300 should be power washed as part of the building restoration with all existing masonry control joints being resealed and any penetrations filled. Tuck point 30% of the exterior masonry walls.

Paint existing cementitious panels at windows. Clean existing precast concrete sills.

6.2.2.2 All existing exterior doors and frames are to be replaced and to be prefinished or painted to complement the existing building. All existing windows are to be replaced. All existing and new building louvers shall also be painted to complement

Part 6 - 3 of 13 the existing building. All existing miscellaneous steel to be painted to complement the existing building.

6.2.2.3 Not Used.

6.2.2.4 All existing stair handrails and guardrails are to be replaced and to be prefinished or painted to complement the existing building.

6.2.2.5 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expires in 2028. All new roof penetrations as a part of this project need to be coordinated with the Contracting Officer so that the existing roof warranty is not voided. A copy of the existing roof warranty is provided in Attachment ‘S’ of this chapter.

6.2.2.6 Existing construction heights: Typical height from floor to underside of roof deck is 12’-3”.

6.2.3 Building 1324. Building 1324 is an existing building and there are no planned additions to the building required by this RFP. The addition of the exterior ramp and exterior door replacement should complement the existing building. The Controlled Waste Building is ancillary to Building 1324 and the same requirements below apply.

6.2.3.1 The existing exterior masonry walls of Building 1324 should be power washed as part of the building restoration with all existing masonry control joints being resealed and any penetrations filled. Tuck point 30% of the exterior masonry walls.

Clean and repair existing masonry where pump room wall structure is removed. Install masonry to match existing masonry where pump house walls were tied into primary walls.

6.2.3.2 All existing exterior doors and frames are to be replaced and to be prefinished or painted to complement the existing building. All existing and new building louvers shall also be painted to complement the existing building. All existing miscellaneous steel to be painted to complement the existing building.

6.2.3.3 Insulated metal panels at clerestory shall complement the existing building.

6.2.3.4 Replace downspouts.

6.2.3.5 The addition of exterior handrails and guardrails at the exterior ramp are to be prefinished or painted to complement the existing building.

6.2.3.6 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expires in 2028. All new roof penetrations as a part of this project need to be coordinated with the Contracting Officer so that the existing roof warranty is not voided. A copy of the existing roof warranty is provided in Attachment ‘S’ of this chapter.

6.2.3.7 Existing construction heights: Typical height from floor to underside of roof deck is 13’-6”.

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6.2.4 Building 1330. Building 1330 is an existing building and there are no planned additions to the building required by this RFP. The window replacement and exterior door replacement should complement the existing building.

6.2.4.1 Replace all exterior expansion joint sealant within the veneer of the existing exterior masonry walls of Building 1330.

6.2.4.2 All existing exterior doors and frames are to be replaced and to be prefinished or painted to complement the existing building. All existing windows and storefront are to be replaced.

6.2.4.3 All existing stair handrails and guardrails are to be replaced and to be prefinished or painted to complement the existing building.

6.2.4.4 Not Used.

6.2.4.5 Paint existing metal panels at mechanical penthouse.

6.2.4.5 Paint existing EIFS soffits.

6.2.4.6 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expires in 2025. All new roof penetrations as a part of this project need to be coordinated with the Contracting Officer so that the existing roof warranty is not voided. A copy of the existing roof warranty is provided in Attachment ‘S’ of this chapter.

6.2.4.7 Existing construction heights: Typical height from first floor to second floor is 14’-0”. Typical height from second floor to penthouse floor is 14’-0”.

6.2.5 Building 1412. Building 1412 is an existing building and there are no planned additions to the building required by this RFP. The window replacement and exterior door replacement should complement the existing building.

6.2.5.1 The existing exterior masonry walls of Building 1412 should be power washed as part of the building restoration with all existing masonry control joints being resealed and any penetrations filled. Tuck point 15% of the exterior masonry walls.

Provide soft joint with sealant at storefront entry system.

6.2.5.2 All existing exterior doors are to be replaced and to be prefinished or painted to complement the existing building. All existing windows and storefront systems are to be replaced. All existing and new building louvers shall also be painted to complement the existing building. All existing miscellaneous steel to be painted to complement the existing building.

6.2.5.3 Remove (5) 2'h x 4'w louvers and (2) 2'h x 2'w louvers located on the three west wall elevations. Louver locations not shown on plan. Infill openings with masonry to match existing.

6.2.5.4 All existing stair handrails and guardrails are to be replaced and to be prefinished or painted to complement the existing building.

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6.2.5.5 Replace downspouts.

6.2.5.6 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expires in 2025. All new roof penetrations as a part of this project need to be coordinated with the Contracting Officer so that the existing roof warranty is not voided. A copy of the existing roof warranty is provided in Attachment ‘S’ of this chapter.

6.2.5.7 Existing construction heights: Typical height from first floor to underside of structure is 9’-0”. Typical height from second floor to underside of structure is 9’-0”.

Typical height in assembly hall from floor to underside of structure is 21’-9”.

6.3 NOT USED.

6.4 EXTERIOR DESIGN.

6.4.1 Acceptable Materials and Colors. All new exterior building colors should complement the existing masonry wall colors.

6.4.1.1 Repainting existing materials should utilize a paint color and finish to match existing.

6.4.2 Exterior Walls. See Section 6.2 for paragraphs on Buildings 1300, 1324, 1330 and 1412.

6.4.2.1 Brick infill at exterior walls should be toothed in and should match the existing brick on that building.

6.4.4 Trim and Flashing. See Section 6.2 for paragraphs on Buildings 1300, 1324, 1330 and 1412.

6.4.4.1 Gutters, downspouts, and fascias shall be prefinished metal; comply with SMACNA Architectural Sheet Metal Manual. Provide gutters, downspouts, splash blocks and other roof drainage elements as appropriate to direct runoff away from the building without damage or erosion to landscaping or paving.

6.4.5 Miscellaneous Exterior Elements.

6.4.5.1 The prefabricated Arms Vault should be located as shown on sheet CS101.

The Arms Vault shall be 38’ long X 20’ wide X 10’ tall. Provide concrete slab for Arms Vault placement and 8’ wide concrete sidewalk connecting Arms Vault door to paved area east of Building 1412 as show on sheet CS101. Arms Vault to comply with ‘Arms Vault Security Checklist’ and ‘IDS Infrastructure’ found on the USACE – LRL District Army Reserve customer website. At a minimum, Arms Vault to include:

6.4.5.1.1 ¼” Steel exterior shell lined with hardwood and insulation on interior

6.4.5.1.2 Single high security door with Napec Hasp

6.4.5.1.3 Interior mounted dutch door with a weapons issue port

6.4.5.1.4 Exterior light above door

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6.4.5.1.5 Exterior awning above door

6.4.5.1.6 High solids urethane exterior paint

6.4.5.1.7 Interior fluorescent lighting

6.4.5.1.8 HVAC heating and cooling

6.4.5.1.9 Electrical service with exterior panel and interior wiring

6.4.5.1.10 Dehumidifier

6.4.5.1.11 Conduit and boxes for future Intrusion Detection System (IDS) installation by Government

6.4.5.1.12 Painted plywood walls

6.4.5.1.13 Anchor brackets located 8’ on center on exterior walls

6.4.5.1.14 Commercial tile flooring

6.4.5.1.15 (1) Storage Cabinet

6.4.5.1.16 (1) Workbench

6.4.5.1.17 Lifting lugs for offloading support and steel skid base

6.4.5.2 Wash Platform. Paint steel at existing wash platform structure. Wash platform is located south of AMSA Building 1324.

6.4.5.3 Remove existing can wash area to the south of the Assembly Hall in Building 1412.

6.4.5.4 Trash Enclosure. Provide concrete slab and apron for trash collection. Pad to accommodate (3) dumpsters. Enclosure not required.

6.4.5.5 Provide exterior Ash/Trash containers at exterior entries to Building 1300 (quantity of 1), Building 1324 (quantity of 1), Building 1330 (quantity of 3) and Building 1412 (quantity of 2).

Amdt. #0005

6.4.5.6 Walkway Canopies. No architectural work to be done at existing walkway canopies connecting B1300, B1330, and B1412.

Amdt. #0005

6.4.6 Exterior Signage.

6.4.6.1 Refer to the Army Reserve Facilities UFC 4-171-05 (Design Guide) for building mounted signage and the Army Reserve Minuteman Plaque requirements.

Exterior AR Minuteman Plaque to be at entry to Building 1300. Provide building signage/aluminum lettering to indicate building number. Provide building signage/aluminum lettering to indicate work bay door number at Building 1324; interior and exterior.

6.4.7 Exterior Personnel Doors and Frames.

6.4.7.1 Main Entrance Doors and Hardware. Main entrance doors shall be an aluminum storefront system; other exterior doors at corridors and secondary entrances shall be an aluminum storefront or curtainwall system, or full-glazed hollow metal.

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6.4.7.1.1 Hardware. Provide electrified entrance doors at locations noted below, consisting of the following minimum hardware: Double doors shall have a removable mullion, each leaf shall have a closer, hinges (1/2 pair electric), overhead stops, offset pulls and full weather strip. Locking devices shall consist of one leaf with Electric Latch Retraction Rim Exit Device and one leaf with Night Latch Function. Single doors shall consist of a closer, hinges, overhead stops, offset pulls and full weather strip. Locking devices shall consist of Night Latch Function Rim Exit Device and electric strike. Exit devices shall comply with Life Safety requirements of NFPA 101 and UL listed modern rim style device and shall be fail secure. The exit device shall have a dogging feature or have the ability to lock the latch in a retracted position for unrestricted building entry at times of the User’s choosing. Doors – north and south doors at Building 1300; north and south doors at Building 1324; north, south, and east doors at Building 1330; and Unit Storage Door, Assembly Door, and south door at Building 1412 - shall be equipped with CAC Compatible Physical Access Control Card Readers and shall include entry control software and hardware to control passage. Communications protocol shall be compatible with the local processor and Facility Security System. All wiring shall be concealed. Coordinate appropriate lockable office or other location for access control with Users, and assure space is sufficient to accommodate them.

6.4.7.2 Other Exterior Non-entrance Doors and Hardware. Exterior doors and frames opening to spaces other than corridors, vestibules, or lobbies shall be hollow metal frames with continuously welded corners and seamless face joints. Anchors and accessories shall be zinc coated. Frames in masonry shall have bituminous back-coating, plaster guards, and shall be grouted solid. Fire-rated openings shall comply with NFPA 80, and the requirements of the labeling authority.

6.4.7.2.1 Refer to Outline Technical Specifications Section 08 70 00.00 48 for hardware requirements.

6.4.7.2.2. Locksets. Mortise locksets, removeable core. Contractor shall provide cores.

6.4.7.2.3 Closers. Provide for all exterior doors, all doors opening to corridors, and as otherwise required by codes. At all exterior doors provide overhead holders or closers with hold-open capability.

6.4.7.2.4 Auxiliary Hardware. Provide wall or floor stops for all exterior doors that do not have overhead holder/stops. Provide other hardware as necessary for a complete installation.

6.4.7.2.5 Thresholds, Sweeps and Weatherstripping. Provide at all exterior doors.

6.4.7.2.6 Kick Plates. Provide at all doors with closers.

6.4.8 Overhead Doors. Doors to be electric motor-driven sectional, insulated.

The upper one-third section of door shall have glazing. At project locations with heating degree days greater than 5000 (base 65ºF), overhead doors shall be motorized insulated sectional with R-14 minimum insulating value.

6.4.9 Exterior Windows. Refer to Outline Technical Specifications Section 08 51

13.00 48. Design of glass, glazing, frames, connections and structure shall comply with antiterrorism minimum standards, and other code requirements. Consider the use of

Part 6 - 8 of 13 improved glazing performance and/or shading devices to assist in meeting the energy conservation requirements.

6.4.9.1 Storefront/Curtainwall systems. Provide swing-type aluminum doors and storefront/curtainwall frames of size and design sufficient to withstand design minimum wind load, and with resulting design pressure determined in accordance with the International Building Code (IBC). Deflection shall be limited to not more than 1/175 times the length of the member, with a safety factor of not less than 1.65. Provide glazing beads, moldings, and trim of not less than 0.050 inch nominal thickness.

Provide doors complete with frames, framing members, subframes, transoms, adjoining sidelights, adjoining window wall, trim, and accessories. Finish shall be Architectural Class I anodic coating or AAMA 2605 organic coating. Design of glass, glazing, frames, connections and structure shall comply with antiterrorism minimum standards, and other code requirements.

6.4.10 Thermal Insulation. At Building 1412, provide exterior wall insulation with thermal transmittance (U-values) required to comply with the energy calculations. The minimum R and U values shall be as indicated in UFC 3-101-01 paragraph 3-1. Loose or blanket insulation shall be continuously supported and restrained from movement by a continuous layer of gypsum board or other code-compliant sheathing. Insulation shall not be installed directly on top of suspended acoustical panel ceilings.

6.5 INTERIOR DESIGN.

6.5.1 General Guidance. Interior design guidelines are addressed in UFC 4-171- 05, Section 3.6. In the UFC, where finishes are indicated as “preferred” or are listed first, with alternative finishes noted, the preferred or first-listed finishes are the minimum requirement of this RFP. The UFC STC ratings for spaces include sound transmission above space ceiling. Additional project specific requirements are listed below, on the RFP Drawings and in Attachment P Room by Room Requirements.

6.5.1.1 The Army Reserve has selected four basic color palettes for interior design of AR facilities; for this project the green color palette has been selected. The colors and products indicated are for reference, to establish a color palette design intent. Refer to the US Army Reserve Color Board color palettes in Attachment N.

6.5.1.2 Carpet shall meet AATCC 174 test method for anti-microbial properties. A passing carpet must pass either Part I or Part II and Part III. The face and the back of the carpet must show no growth.

6.5.2 Floors. Non-combustible construction is preferable, even where combustible materials are allowed by code. All concrete slab on grade floors are existing. Floor finish materials shall be as specified in the Design Guide; where multiple flooring materials are listed in the DG, the first flooring material listed shall be the minimum requirement for this project, unless noted elsewhere in this RFP.

6.5.2.1 Athletic flooring for the Physical Training room shall be a manufacturer's product designed specifically for the purpose, cushioned, and have a waterproof finish suitable to be wet mopped. Provide a product equal to Nora Norament 992 Grano (0.36” thick speckle) or Pawling Corporation Hid-N-Lok (9/16” thick solid color) interlocking tiles. Center tiles shall be equal to Model # HL-100, 24” by 24”.

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6.5.3 Ceramic Floor Tile. Comply with ANSI A 137.1 and the recommendations of Tile Council of America (TCA) Handbook For Ceramic Tile Installation. Provide solid surface threshold (minimum 2cm thickness), or heavy duty stainless steel or aluminum tile transition piece embedded in the tile setting material, under doors and other locations where a ceramic or porcelain tile floor meets a different floor finish.

6.5.4 Interior Walls and Partitions. Non-combustible construction is preferable, even where combustible materials are allowed by code. All stud partitions shall be steel stud. Provide access panels where required for access to equipment, controls, valves, boxes, etc.

6.5.5 Metal Support Systems. Non-load bearing metal studs and furring shall comply with ASTM C 645; stud gauge shall be as required by height and loading, but shall not be less than 25 gauge. Maximum stud spacing: 16 inches on center. Provide galvanized finish.

6.5.6 Gypsum Board. Comply with ASTM C 1396. Minimum panel thickness shall be 5/8 inch. Provide Type X panels in fire-rated assemblies. Provide moisture resistant panels at locations subject to moisture. Provide abuse-resistant panels for corridors and other areas of likely high circulation use. Joint treatment: ASTM C 475.

Screws ASTM C 646. Drywall installation: ASTM C 840.

6.5.6.1 Tack surface applied to walls shall be a manufactured product designed for the purpose approximately three sixteenths (3/16) inch thick, rubberized and shall be self healing. Tack surface shall have a finish edge trim.

6.5.7 Ceramic Wall Tile. Comply with ANSI A 137.1 and the recommendations of Tile Council of America (TCA) Handbook For Ceramic Tile Installation. Substrate for wall tile shall be mortar setting bed or cement backer board (gypsum board is not acceptable).

6.5.8 Ceilings. Non-combustible construction is preferable, even where combustible materials are allowed by code. Provide access panels where required for access to equipment, controls, valves, boxes, etc. Acoustical ceiling tile shall have factory applied mold prevention treatment.

6.5.9 Interior Doors and Frames. Provide hollow metal frames, and wood or hollow metal doors. Doors to offices, unit commons, classrooms, toilets, and other typically occupied spaces shall be wood; doors to more utilitarian spaces shall be hollow metal. Provide lights in doors where reasonable based on space usage and borrowing of daylight, or where noted otherwise. Refer to UFC 4-171-05, Section 3.5 for additional guidance on interior doors.

6.5.9.1 Hollow Metal Doors. Anchors and accessories shall be zinc coated.

Frames in masonry shall have bituminous back-coating, plaster guards, and shall be grouted solid.

6.5.9.2 Wood Doors. Solid core flush wood door. Fire Rated Wood Doors shall conform to the requirements of the class of door indicated and shall be provided with

Part 6 - 10 of 13 hardware reinforcement blocking in compliance with the manufacturer's labeling requirements and shall not be mineral material similar to the core.

6.5.9.3 Hollow Metal Frames. Frames with continuously welded corners and seamless face joints; factory primed. Anchors and accessories shall be zinc coated.

Frames in masonry shall have bituminous back-coating, plaster guards, and shall be grouted solid.

6.5.9.4 Fire-rated and Smoke Control Doors and Frames. Comply with International Building Code (IBC), NFPA 80, and requirements of labeling authority. Doors and frames shall bear labels from IBC approved testing laboratory. Comply with positive pressure testing requirements of IBC. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

6.5.9.5 Provide sound control door and frame assemblies (called for with a STC requirement), where required. Acoustical door and frame assemblies with a STC of 40 or higher shall be a manufacturer tested assembly.

6.5.10 Interior Door Finish Hardware. Refer to UFC 4-171-05 for guidance on door hardware and lockset guidance. Provide key cabinet in Building 1330, Office 102.

6.5.10.1 High Security Locksets. Provide at SIPRNET Café.

6.5.10.2 Locksets on Interior Doors. Mortise locksets, removeable core. Contractor shall provide cores.

6.5.10.3 Closers. Provide for all doors opening to corridors and as required by codes.

6.5.10.4 Auxiliary Hardware. Provide wall stops for all doors that do not have overhead holder/stops. Provide other hardware as necessary for a complete installation.

6.5.10.5 Kick Plates. Provide at all doors with closers.

6.5.11 Casework.

6.5.11.1 Vanity Countertop at Toilets. Countertops shall be solid surfacing material, with integral coved backsplash and undermount solid surface bowls. Substrate shall be two layers of 3/4 inch thick exterior grade plywood. Reinforce countertop with concealed steel angles so that top will not deflect more than 1/4 inch when a 250 pound load is applied at mid-span. Comply with AWI Section 400 Custom Grade requirements.

Provide solid surfacing at any countertop with a sink.

6.5.11.2 Other Casework. Provide architectural casework complying with AWI Section 400, Custom Grade cabinets with high pressure decorative laminate finish meeting NEMA LD3 standards. Horizontal laminate: nominal 0.05 inch thick; vertical laminate:

nominal 0.03 inch thick. Door and drawer edges shall be heavy duty 1/8 inch extruded polyvinyl chloride with self-locking serrated tongue. Worksurfaces and counter shall be high pressure decorative laminate, or solid surfacing material.

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6.5.12 Window Treatments. Provide window treatments at all exterior windows, except in Lobby, secondary glazed entrances (unless noted otherwise in UFC 4-171-05).

Color shall be coordinated with the building color palette, and provide a uniform appearance from the exterior of the building.

6.5.12.1 At exterior windows at Classrooms, Team Rooms, Conference Room, and Simulator, provide 5% visible light perforated manual roller shades. At these rooms, which have monitors/TVs and/or projection screens, also include roller blackout shade (as a combination unit with the perforated shade).

6.5.12.1.1 At exterior windows at all other locations, including but not limited to Offices and Unit Commons, provide horizontal aluminum mini-blinds or perforated roller shades.

6.5.12.1.2 Provide horizontal aluminum mini-blinds or perforated roller shades at all interior windows and door sidelights, except windows and door sidelights in corridors (unless noted otherwise in UFC 4-171-05).

6.5.13 Interior Signage. Comply with requirements of UFC 3-120-01, ADAAG and UFAS. Provide interior room identification signage for all rooms and directional signage.

Provide Army Reserve Minuteman plaque at lobby of Building 1330. Provide building directory in corridor at main entry in Building 1300, 1330, and 1412. Coordinate locations with User. List all rooms which require room identification signage; coordinate with the installation interior signage standard, if one exists.

6.5.14 Column Enclosures. If not required by code, provide gypsum board column enclosures, finished and painted, for all exposed columns in offices, classrooms, open office areas, simulation suites, break room, lobby, corridors, toilets, mail room, physical training, locker room, and similar finished or normally occupied spaces. Columns in building service spaces and other utilitarian spaces may be painted and left exposed, unless enclosure is required by code.

6.5.15 Fire Extinguishers. Provide fire extinguishers per UFC 3-600-01. Provide fire extinguisher in the Arms Vault, where required by UFC 4-171-05. Where provided, provide fire extinguishers in accordance with generally accepted practices. Provide recessed or semi-recessed fire extinguisher cabinets in occupied areas. Provide surface-mounted fire extinguisher cabinets in storage and mechanical/electrical spaces.

Provide a fire extinguisher in Elevator Machine room, where required by Elevator UFC 3- 490-06.

6.5.16 GFGI Office Equipment. Provide power and data connections as required for at least the following GFGI office equipment. Coordinate desired locations with Users.

6.5.16.1 (12) floor set printers/copiers. Floor area needed for each is approximately 5’ wide by 2’ deep.

6.5.16.2 (2) digital projectors. Provide power and data provisions, plus ceiling-mounted projector mounting ceiling plate, tube support, and universal bracket.

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6.5.17 Shelving. Provide storage shelving at locations indicated in the Room by Room Supplemental Requirements, Attachments P.

6.5.17.1 Typical storage shelving shall be metal storage shelving, and nominal 24 inches in depth and 48 inches in width– see Outline Technical Specifications.

6.5.18 Toilet Partitions Revise Section 10 21 13.00 48 of the Outline Technical Section as follows.

6.5.18.1 Section Title: Revise section title and footer to 10 21 13 Toilet Compartment

6.5.18.2 Article “Scope”, delete Paragraph 2 and replace with new Paragraph 2 as follows: “2. Solid phenolic shower compartment benches.”

6.5.18.3 Article “Products”, delete Paragraph 1 and replace with new Paragraph 1 as follows: “1. Toilet Enclosures: Toilet enclosures shall conform to CID A-A-60003, Type I, Style A, Solid Phenolic, Black Core Finish 4 or Solid Phenolic, Color Through the Core Finish 4A, floor supported. One inch thick. Width, length, and height of toilet enclosures shall be as shown. Finish surface of panels shall be solid phenolic, black core Finish 4 or solid phenolic, color through the core Finish 4A. Panels indicated to receive toilet paper holders or grab bars as specified in Section 10 28 13.00 48 TOILET ACCESSORIES, shall be prepared for mounting of the items required. Provide stainless steel shoes at pilasters to conceal floor-mounted anchorage. Doors shall be 2’-0” wide and handicap stall shall be a 3'-0" wide door. Color shall be as selected by the DB Contractor and accepted by the Government.”

6.5.18.4 Article “Products”, delete Paragraph 2 and replace with new Paragraph 2 as follows: “2. Urinal Screens: Urinal screens shall conform to CID A-A-60003, Type III, Solid Phenolic, Black Core Finish 4 or Solid Phenolic, Color Through the Core Finish 4A, wall mounted. Finish surface of screens shall be solid phenolic, black core Finish 4 or solid phenolic, color through the core Finish 4A. Width and height of urinal screens shall be as shown. Color shall be as selected by the DB Contractor and accepted by the Government.”

6.6 FURNITURE AND EQUIPMENT.

6.6.1 The Contractor shall provide design and design documents (Comprehensive Interior Design or CID), as described in this RFP, for the furniture and some equipment that is to be purchased and installed by the Government (Government-furnished, Government-installed or GFGI). The following items are the GFGI furniture and equipment in this project (see also Paragraph 1.3.3):

Items shown with identifying notes, or detailed, on the “I” series sheets in this

RFP

Physical training equipment Workbenches

6.6.1.1 Provide design and other required documentation for furniture in all spaces as indicated on floor plans, furniture plans, in Part 1 of this Section, and in Section 01 03

00.00 48.

Part 6 - 13 of 13

6.6.1.2 The Government will purchase and install the furniture and physical training equipment, using the Contractor’s design documents and information. See Section 01 03 00.00 48 and its attachments for requirements for design documents and information (CID). Furniture and physical training equipment is shown and called out on the “I” series drawings. The Contractor is responsible for coordinating its work with the furniture and physical training equipment installation, and for connection of power, voice and data cabling and devices to the workbenches and system furniture once it is installed. Contractor shall base the design of the office and unit common workstation/benching furniture on the furniture manufacturer defined by the Government after Award. See Section 01 03 00.00 48 and its attachments.