W912PL22R0004_Am0001.pdf

(SEE ITEM 13)

53WG Squadron Operations & Operational Test Facility W912PL22R0004 Clark County, NV 2317

SF 30 CONTINUATION PAGE 1 OF 1

1 February 2022 Amendment 0001

SF 30 BLOCK 14 CONTINUATION

SUMMARY OF CHANGES

SPECIFICATIONS

Section Number Summary of Change SF-1442 Extend offer due date 00 22 00 1.2 Removing Phase 2 requirements 00 22 00 2.8 Removing Pre-proposal requirements 00 22 16 3.1 Volume 1 Administrative 00 22 16 3.6.1 Changing $ amount to $15,000.00 00 22 16 Changing requirement to 6 years 01 10 10 6.8.5.1 Removing Stormwater comment 01 10 10 10.9.1 Removing Fire Extinguisher Cabinet comment 01 10 10 10.14.7.1 Adding Blanket Insulation alternatives

DRAWINGS

Sheet Number

Summary of Change File Number

I-610 Changed Floor Finish I-611 Changed Floor Finish

Clark County, NV

SECTION 00 22 00 Page 1 January 2022 Solicitation

SECTION 00 22 00

SUPPLEMENTARY INSTRUCTIONS

DESIGN‐BUILD SELECTION PROCEDURES

1 OVERVIEW

1.1 GENERAL DESCRIPTION OF WORK:

1.2 ONE PHASE SUMMARY:

2 GENERAL INSTRUCTIONS

2.1 WHO MAY SUBMIT A PROPOSAL:

2.2 JOINT VENTURE PROPOSAL REQUIREMENTS:

2.3 WHERE TO SUBMIT:

2.4 SUBMISSION DEADLINE:

2.5 COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS:

2.6 OFFERORS’ QUESTIONS AND COMMENTS:

2.7 ACCURACY IN PROPOSALS:

2.8 PRE-PROPOSAL CONFERENCE:

1 OVERVIEW

1.1 GENERAL DESCRIPTION OF WORK:

This action is a Request for Proposal (RFP) for a "Lowest Price Technically Acceptable" solicitation for a design-build construction project on Nellis AFB. The design and construction activities include reinforced concrete foundations, concrete floor slab, structural steel frame with split faced concrete masonry units, gypsum wallboard, and a combination single ply membrane/standing seam metal low slope roof. Work also includes the design and construction a 74 SM single story Information Transfer Building (ITB).

1.2 ONE PHASE SUMMARY:

The Government is looking for ways to streamline construction, manage labor and other resource constraints in an effort to reduce costs and achieve an aggressive schedule in executing task orders to meet the Army’s Transformation program goals of faster project execution at lower cost, while taking advantage of industry standards, means and methods. This procurement will be conducted in accordance with Engineering Construction Bulletin (ECB) 2019-14.

In Phase 2, in accordance with Phase 2’s Section 00 22 20, the short-listed offerors will

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SECTION 00 22 00 Page 2

January 2022 Solicitation submit proposals for the subject project. The Government will evaluate both technical capability and price, in accordance with FAR 15 and the criteria described in the solicitation.

An award will be made to the responsible offeror, whose proposal conforms with all the terms and conditions of the solicitation and whose proposal is determined to represent the overall "Lowest Price Technically Acceptable" to the Government, considering all technical and non-technical factors including cost or price.

2 GENERAL INSTRUCTIONS

2.1 WHO MAY SUBMIT A PROPOSAL:

This acquisition is open competitive, no set-aside. The size standard for this solicitation is as shown in Section 00 45 00 REPRESENTATIONS AND CERTIFICATIONS.

2.2 JOINT VENTURE PROPOSAL REQUIREMENTS:

When proposing as a joint venture, all members of the joint venture shall sign the SF 1442 and the bid bond unless a written agreement by the joint venture is furnished with the proposal designating one firm with the authority to bind the other member(s) of the joint venture. In addition, a copy of the joint venture agreement shall be submitted with the proposal. Failure to comply with the foregoing requirements may eliminate the proposal from further consideration.

2.3 WHERE TO SUBMIT:

Offerors shall submit their proposals electronically to the U.S. Army Corps of Engineers, Los Angeles District in accordance with Section 00 21 16 Instructions to Proposers

2.4 SUBMISSION DEADLINE:Proposals shall be received by the Los Angeles District no later than the time and date specified in Block 10 of Standard Form 1442.

2.5 COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS:

Copies of the solicitation and amendments are available on SAM.GOV website. Paper copies of the solicitation will not be issued. Telephone and Fax requests for this solicitation will not be honored. It will be the offerors’ responsibility to check the websites for any amendments. The offeror shall submit in the proposal all requested information specified in this solicitation. There will be no public opening of the proposals received as a result of this solicitation.

To download the solicitation for this project, contractors are required to register at SAM.GOV website https://sam.gov/content/home

2.6 OFFERORS’ QUESTIONS AND COMMENTS:

Projnet Bidder Inquiry system will be utilized to answer all inquiries. (See INQUIRIES in Section 00 21 16 Instructions to Proposers

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2.7 ACCURACY IN PROPOSALS:

Proposals must set forth full, accurate, and complete information as required by this RFP, (including attachments). The penalty for making false statements is prescribed in 18 U.S.C.

1001.

2.8 PRE-PROPOSAL CONFERENCE:

The Government will not hold a pre-proposal conference for Phase I. However, if the Government elects to conduct a pre-proposal conference and site visit, it will be conducted for Phase 2.

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W912PL22R0004

00 22 16 - 5

3.1 VOLUME 1 ADMINISTRATIVE

Location Description

TAB A Proposal Cover Sheet

Offerors should ensure telephone number, fax number, e-mail address, Tax ID, and DUNS number are all included. The DUNS number provided will be used to access Contractor Performance Assessment Reporting System (CPARS) data. If a separate DUNS has been created for a joint venture, it must also be submitted.

TAB B Table of Contents Identifies the Tabs/Contents of Volume I

TAB C Price Proposal CLIN Schedule

TAB C SF 1442

Completed and signed by authorized individual(s) of the Offeror. Offers submitted in the name of a Joint Venture must be signed in accordance with the terms and conditions specified in the joint venture agreement as evidenced in the proposal

TAB D SECTION 00 01 05 Certification Page

TAB E SECTION 00 45 00 Representations and Certifications.

TAB F Joint Venture Agreement, if applicable Joint Venture Agreement, if applicable

TAB G Bid Bond The Offeror is required to submit a bid bond and a power of attorney, as applicable.

3.2 PROPOSAL COVER SHEET:

A Proposal Cover Sheet shall be provided (see below). The second sheet shall be a Table of Contents. Offers that violate these rules unnecessarily delay the evaluation process and may be rejected by the Government after the initial evaluation without receiving any further consideration.

Format for the Proposal Cover Sheet:

SECTION 00 22 16 Page 8 January 2022 Solicitation complexity. A brief description of work is located in RFP Section 01 10 10 paragraph entitled, “PROJECT DESCRIPTION.” Regarding “relevant” prime construction contractor work, the Government will consider the type of work features self-performed, on-site by the Prime Constructor’s own organization in addition to construction management effort.

Quality of Product or Services. The past performance evaluation will establish the overall quality of the offeror’s past performance.

3.6 TAB A – FACTOR 1 ‐ PAST PERFORMANCE OF PRIME CONTRACTOR:

This Factor is an assessment of the probability that the Prime Contractor will meet the requirements of this Solicitation. To this end, the Prime Contractor shall demonstrate recent, relevant experience and quality of past performance on similar projects. Offerors may identify state and local government and private contracts that are similar to the Government’s requirements. If the Offeror is a joint venture, each firm shall provide information, demonstrating experience relevant to their role on this project and in accordance with the Joint Venture Submission Requirements.

3.6.1 SUBMISSION REQUIREMENTS:

The Offeror will submit at least two (2) but no more than three (3) projects. Projects must be fully completed or currently under construction and at least 75% complete within the last 5 6 years.

The submitted projects shall meet the following criteria:

a. Each of the submitted projects must have a construction value over $20,000,000.$15,000,000

b. At least two of the projects must have occurred on a military installation.

c. At least one project shall be a design build, new, vertical construction.

At least one projects shall demonstrate experience and capability in ICD (Intelligence Community Directive) 705of similar scale and magnitude as the subject project.

The projects submitted shall clearly demonstrate an Offeror’s ability to design and construct a facility that is similar in size and scope to this project shall demonstrate the Offeror’s experience and capability of performing similar and relevant type work as the subject project.

Use the following format to provide project information:

a. Project Title

b. Location

c. Contract Number

d. Contract Type (Design/Build, Design/Bid/Build)

e. Role of Offeror (address type of work performed, including design, percentage of work performed by the offeror, as applicable, and any proposed team members that were directly involved in this project, including work performed, roles and responsibilities)

f. Total Dollar Amount; Start and Completion Dates. If project is not complete, indicate percentage complete and anticipated completion date

g. Brief Description of Project. (Address how this project is similar to the types of task

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53WG SQUADRON OPERATIONS & OPERATIONAL TEST FACILITY 2317

SECTION 01 10 10 Page 27 the grading of the site and elevations of new pavement. The building pad shall be a miminum of 6 inches above the adjacent finish grades.

6.8.1 Site Drainage Concept. Drainage shall generally be surface drainage away from building with paved areas sloping a minimum of 1%; earth areas a minimum of 1% to 2%; earth areas for the first 10-feet around the building 5%; and pipes, gutters, and swales a minimum of 0.5%. Contractor shall submit a drainage plan with design submittal.

6.8.2 Parking Area. That parking area shall be graded with a minimum of 1% slope for positive drainage. Provide 90 degree parking stalls with a maximum front-to-rear 5% gradient and a maximum side-to-side slope of 1.5% gradient. Ponding of surface wall shall not be permitted.

6.8.3 Building Site. Grading around and immediately adjacent to the building shall be directed away from the building.

6.8.4 Roof Drainage. The Contractor shall make provisions for roof drainage from the building to be included in the site drainage system. Runoff from downspouts shall drain away from the new facility.

6.8.5 Low Impact Development (LID). Site grading for the project shall be designed to maintain the predevelopment hydrology of the surrounding area. The contractor shall incorporate the LID for the site storm drainage system design, per UFC 3- 210-10. The contractor shall include the hydrology analysis of the area for the pre-development and post- development conditions in the design analysis

6.8.5.1 To comply with the Stormwater Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act (EISA), on-site retention basins may be constructed in the form of bio-swale towards the South of the site to capture/delay the storm runoff increased due to newly constructed impermeable surfaces. Overflow from these retention basins will be directed to the exiting swale/depressed area in the southwest corner of the lot and to the storm drainage system. Site grading for the project is to retain the 95th percentile 24-hr storm event on site. However because the site is located in a tidal flat, the underlying soils are not very pervious and groundwater is near surface.

6.8.5.2 The landscaping areas shown on the concept plans should consider implementing LID features to maximum extent technically feasible along with traditional stormwater management features such as lightly graded rock ditches, swales, ponds, and piped solutions. These features must be designed with sufficient space away from the building foundation to avoid detrimental effects of introducing water to the foundation and increasing soils collapse potential. When these systems reach their capacity, overflows must be provided to drain into larger conveyance systems away from the facility. Overflows from these features should be directed towards the airfield where the flows currently end up and infiltrate or evaporate.

6.9 SITE IMPROVEMENTS.

6.9.1 Standard Details. Site details shall be designed and constructed per Nellis AFB Installation Facilities Standards (IFS).

SECTION 01 10 10 Page 51

10.4 INTERNAL ACTIVITIES. The facility will be occupied by military and civilian personnel. The building provides Secure compartmentalized areas, for the Ops Test, 53th Wing Squadron Ops and the 57th Wing Squadron Ops. Internal functional spaces include but are not limited to the following; Simulator Spaces, Private & Open Office Areas, Conference Rooms, Heritage rooms, a large compartmentalized auditorium space, Break Room, Bathrooms, Storage, and other related Mission Support Areas. Secondary points of egress are located around the facility.

10.5 SPACE ALLOCATIONS. Area calculations are provided in Appendix F Area Computations.

10.6 BARRIER FREE DESIGN See paragraph 4.12.

10.7 SUSTAINABLE DESIGN. See paragraph 5. The contrator’s LCCA must perform energy modeling on at least three alternatives sets of building envelope, mechanical and electrical design solutions. Follow the requirements of UFC 1- 200-02 and the process flowchart within Appendix A.

10.8 LIFE SAFETY. See paragraph 10.14 Life Safety.

10.9 FIRE SAFETY. Minimum allowable construction type, per the International Building Code, shall be Type IIB (non-rated). The interior of the building shall be fully sprinklered (see paragraph 13 “Fire Protection”). All interior finishes on walls and ceilings of exits shall be Class A or Class B, per UFC 3-600-01 and NFPA

101. In case of conflict, UFC 3-600-01 supersedes NFPA 101. Interior floor finish shall be Class I. Fire Department access shall be provided around the perimeters of this facility. Contractor is responsible for providing all design and construction to meet UFC 3-600-01, NFPA 101, and applicable portions of the International Building Code.

10.9.1 Fire Extinguisher Cabinets. Fire extinguisher cabinets shall be provided IAW UFC 3-600-01, NFPA 101 and NFPA 10. Not required for this facility because it is provided complete automatic sprinkler protection and fire alarm system. Only provide Fire extinguisher cabinets where indicated in 01 10 11. Cabinets are Contractor Furnished, Contractor Installed (CF/CI), and shall be semi-recessed or fully recessed, depending on wall type and traffic pattern. Size the cabinet and space cabinets per NFPA 10 and as indicated in paragraph 10.14 Life Safety.

10.9.2 Fire Extinguishers. Fire extinguishers are Government Furnished, Government Installed. (GF/GI). They shall be located IAW NFPA 10.

10.10 SECURITY. The threat severity level for this facility has been set at “low” by the Installation Security, as described in UFC 4-010-01. Follow the minimum requirements described within the UFC. The project requires security design features. Annunciation of threats to occupants will be provided. See paragraph 16 Building Security System for further information. RF Shielding is required at the secure area perimeter walls and doors in accordance with ICD-ICS 705. See plans and door schedule for delineation of secure area perimeter boundary along with compartmented areas identified with different colors. These walls must meet the wall construction requirements of the ICD/ICS 705.

SECTION 01 10 10 Page 70

10.14.6.7 Cores and Cylinders. Comply with BHMA A156.5. Provide cylinders for new locks that are fully compatible with products of the Best Lock Corporation having interchangeable cores compatible with the Nellis AFB keying system per the Installation security criteria.

10.14.6.8 Closers. Door closers shall be in accordance with BHMA A156.4.

10.14.6.9 Finishes and Materials. Architectural builder's hardware shall be per BHMA A156.18.

10.14.6.10 Kick-Plates. Comply with BHMA A156.6. Doors in utility rooms and support areas will have stainless steel kick plates (10 inches tall x 2 inches less the width of the door) each side.

10.14.7 Insulation and Sealants

10.14.7.1 Blanket Insulation. Interior partition blanket insulation shall comply with ASTM C665, Type 1. Insulation shall be UL-labeled mineral wool. Alternatively, it is acceptable to provide fiberglass insulation, as long the insulation meets the R-value noted in section 10.14.7.1.1 and meets the Flame Spread and Smoke Development Ratings noted in UFC 3-600-01.

10.14.7.1.1 Sound Attenuation Fire Blankets (SAFB). SAFB shall be mildew-proof and moisture-resistant. Nominal density shall be 2.5 pcf with an R-value of 3.7 per inch of thickness. Blankets shall be rated non-combustible when tested according to ASTM E136, and have 0 flame spread and 0 smoke developed ratings in accordance with ASTM E84.

10.14.7.2 Caulking and Sealants. Caulking and sealants shall be selected according to materials they are being applied to for compatibility. These sealants and caulks shall be either a two component, rubber base, chemical-curing compound based on polysulfide and/or polyurethane; or a single-component, rubber base, chemical-curing compound such as polysulfides, polyurethanes, and silicones. Caulking shall occur around all door frames, all window frames, and at all material changes.

The minimum joint width shall be 1/4 inch, and joint widths shall have a back stop material provided in the joint, in excess of 1/4 inch and the depth of all joints shall be equal to the width. Color of caulking and sealants shall match adjacent materials.

10.14.7.2.1 Acoustical Sealants. Latex rubber or polymer-based acoustical sealant conforming to ASTM C834 and ASTM C919 and having a maximum flame spread of 25 and a maximum smoke developed rating of 50 when tested in accordance with ASTM E84. Acoustical sealant must have consistency of 250 to 310 when tested in accordance with ASTM D217, and must remain flexible and adhesive after 500 hours of accelerated weathering as specified in ASTM C734. Sealant shall be paintable and must be non-staining.

10.14.8 Cabinets and Casework.

10.14.8.1 General. As a minimum, cabinets/casework shall be custom grade in accordance with AWI, plastic laminate or stained wood panels over plywood, per AWI custom

FINISH LEGEND

AC: ACOUSTICAL CEILING TILE

AC1: ACOUSTICAL CEILING TILE, COLOR: WHITE, 2' x 2'

AC2: ACOUSTICAL CEILING TILE, COLOR: BLACK, 2' X 2'

AC3: ACOUSTICAL CLOUDS

AWC: ACOUSTICAL WALL COVERING

AWP: ACOUSTICAL WOOD WALL PANELS

AWF: ATHLETIC WOOD FLOOR

C: CARPET

C1:CARPET TILE, LEVEL-LOOP, MULTI-COLOR NON-LINEAL PATTERN, 24" X 24"

C2:CARPET TILE, LEVEL-LOOP, MATTE BLACK, 24" X 24"

C3:CARPET, BROADLOOM, LEVEL-LOOP, MULTI-COLOR NON-LINEAL PATTERN

CG: CORNER GUARD

CONC: SURFACE-SEALED CONCRETE WITH HARDENER

CONC 1: SURFACE-SEALED CONCRETE WITH HARDENER

CR: CHAIR/CRASH RAIL: CHAIR RAIL-4" HIGH, CRASH RAIL-8" HIGH

CT: CERAMIC TILE, GLAZED , 8" X 8"

EXP: EXPOSED

G: GROUT

G1: FLOOR GROUT, MEDIUM TO DARK COLOR

G2: WALL GROUT, LIGHT TO MEDIUM COLOR

GWB: GYPSUM WALLBOARD, USE APPROPRIATE TYPE REQUIRED BY ROOM FUNCTION

LK: LOCKERS, 12" X 12"

MWC: MAGNETIC DRY ERASE WALL COVERING

P: PAINT

P1: WALL & CEILING PAINT (EGGSHELL LATEX)

P2: WALL & CEILING PAINT (SEMI-GLOSS ENAMEL FINISH)

P3: TRIM PAINT (SEMI-GLOSS ENAMEL FINISH)

PLAM: PLASTIC LAMINATE

PLAM1: CABINETRY (MATTE FINISH)

PLAM2: PLUMBING CONCEAL (MATTE FINISH)

PP: PORCELAIN PAVERS (BASE SHALL BE 6" COVE)

PP1: PORCELAIN PAVER TILES, LARGE FORMAT

RAF: RAISED ACCESS FLOORING

RAF1: HIGH PROFILE RAISED ACCESS FLOORING, 3'-0" HIGH

RB: RESILIENT BASE

RB1: RUBBER WALL BASE, 4" HIGH

RFG: RECESSED FOOT GRILLE

RT: RUBBER TILES, 24" X 24"

SDT: STATIC DISSIPATIVE TILES, GROUNDED, 24.4" X 24.4"

SSM: SOLID SURFACE MATERIAL, MATTE FINISH

SSM1: BREAKROOM & NURSING MOTHER'S COUNTERTOPS

SSM2: RESTROOM COUNTERTOPS

SSM4: WINDOW SILLS

TP: TOILET PARTITIONS, SOLID SURFACE MATERIAL

US: URINAL SCREENS, SOLID SURFACE MATERIAL

WB: WHITEBOARD, 4'-0" X 8'-0"

WS: WINDOW SHADES, HONEY COMB

NOTES:

1. COORDINATE WITH CONTRACTING OFFICER AND FURNITURE PLAN ON EXACT LOCATIONS.

SEE IF SERIES SHEET FOR ADDITIONAL INFORMATION.

2. WAINSCOT IS 4' HIGH.

3. PROVIDE A BACKSPLASH WITH GLASS TILE ACCENTS.

4. ALL CEILING ITEMS ARE PAINTED, NOT JUST THE STEEL STRUCTURE.

5. PROVIDE FULL LENGTH MIRROR.

6. NOT USED.

7. DATA AND COMM ROOMS SHALL HAVE VOID FREE 3/4" AC GRADE, FIRE RESISTANT PLYWOOD

BACKBOARDS INSTALLED SMOOTH SIDE TO THE INTERIOR ON HTE PERIMETER WALLS.

8. ALL WINDOW SILLS SHALL BE SOLID SURFACE.

9. ALL EXPOSED CORNERS SHALL BE PROTECTED WITH CORNER GUARDS.

10. ADJUSTABLE SHELVING FOR CLEANING SUPPLIES. SHELVING SHALL BE PAINTED (P2).

11. SMALL BASE CABINETRY WITH UNDER COUNTER FRIDGE.

12. PROVIDE WALL AND BASE CABINETS, A SINK AND SPACE FOR FRIDGE, MICROWAVE AND COFFEE MAKER.

NOTES (CONTINUED):

13. AUDITORIUM SHALL HAVE ACOUSTICAL WOOD VENEERED WALL PANELS (AWP) ALONG THE WHOLE HEIGHT AND LENGTH OF THE WALLS, CEILING SHALL RECEIVE ACOUSTICAL CEILING CLOUDS (AC3) THAT ARE SUSPENDED ON EXPOSED CEILING. THE STAGE SHALL HAVE WOODEN FLOORS (AWF) WHILE THE REST OF THE AUDITORIUM WILL BE FINISHED WITH CARPET TILES (C1). INSTALL AUDITORIUM SEATING WITH TABLET ARMS AS SHOWN IN THE

PLANS.

14. DROP DOWN SOFFIT AROUND THE PERIMETER. ACOUSTICAL CEILING TILE IN THE CENTER.

15. ALL FINISHES ARE MATTE BLACK.

16. CHAIR RAIL SHALL BE MOUNTED AT 32" ON CENTER ABOVE THE FINISHED FLOOR. PROVIDE CHAIR RAILS ON ALL

PERIMETER WALLS OTHER THAN THE ONES THAT ARE RECEIVING DRY ERASE WALL COVERING.

17.TOILET PARTITIONS NEED TO BE SOLID SURFACE MATERIAL AND FLOOR SUPPORTED ONLY. DROP-DOWN SOFFITS ABOVE ALL SINKS WITH RECESSED LIGHT FIXTURES. FULL HEIGHT/FULL WIDTH MIRRORS OVER THE SINKS.

18. PROVIDE SOLID SURFACE ISLAND WITH BAR HEIGHT SEATING, PENDANT LIGHTS AND SPACE FOR 1 REFRIGERATOR, (1) ICE MAKERS, (1) POP CORN MACHINE, (1) BEVERAGE FRIDGE AND WET BAR. CREATE A RELAXING AND CHEERFUL AMBIENCE USING THE FINISHES. ISLAND SHALL HAVE A STANDARD HEIGHT COUNTER AND A BAR HEIGHT COUNTER. PROVIDE ELECTRICAL OUTLETS IN VERTICAL POSITION BETWEEN THE TWO LEVELS.

19. PROVIDE WHITEBOARD (WB), SMARTBOARD AND MONITOR ON THE WALLS.

20. INSTALL CERAMIC WALL TILE AT ALL DRINKING FOUNTAINS. CERAMIC TILE AREA SHLL BE MINIMUM 6'-0" HIGH X

4'-0" WIDE.

GENERAL NOTES:

A. THE TRIM COLUMN IS FOR DOOR TRIM.

B. ITEMS NOT OTHERWISE IDENTIFIED IN EITHER THE FINISH SCHEDULE OR SPECIFICATIONS

SHALL BE PAINTED TO MATCH ADJACENT SURFACES.

C. THE FINISHES AND MATERIALS LISTED ARE MINIMUM REQUIREMENT GUIDELINES, SINCE

SEVERAL MATERIALS MAY BE APPROPRIATE. THE FINISHES SHALL BE DURABLE, SUITABLE

FOR THE AREA IN WHICH THEY WILL BE USED AND AESTHETICALLY PLEASING.

D. MISCELLANEOUS ITEMS AND/OR SURFACES NOT INDICATED SPECIFICALLY FOR COLOR

SHALL BE PAINTED TO MATCH ADJACENT, SPECIFIED SURFACES UNLESS OTHERWISE

INDICATED BY THE CONTRACTING OFFICER.

E. REFERENCE SPECIFICATION 01 10 11 (ROOM DATA SHEETS) FOR MINIMUM CEILING HEIGHTS.

FOR ROOMS THAT HAVE EXPOSED STRUCTURE AND NO CEILING, HEIGHT INDICATED IS TO THE

UNDERSIDE OF THE LOWEST STRUCTURAL MEMBER OR BUILDING SYSTEM COMPONENT.

F. PROVIDE AND INSTALL ALL NECESSARY BACKING AND BLOCKING AS REQUIRED FOR INSTALLATION OF TOILET PARTITIONS, URINAL SCREENS, GRAB BARS, ALL PLUMBING FIXTURES, CABINETRY, SMARTBOARDS, MONITORS AND OTHER ACCESSORIES.

US Army Corps of Engineers ®

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INTERIOR FINISH SCHEDULE (OPS TEST)

ROOM NO ROOM NAME FLOOR BASE WAINSCOT

WALL FINISH

CEILING COUNTERTOP CABINETRY TRIM NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST

001 VESTIBULE 1 RFG/PP1 PP -- P1 P1 P1 P1 AC1 -- -- P3

002 VESTIBULE 2 RFG/PP1 PP -- P1 P1 P1 P1 AC1 -- -- P3

003 NURSING ROOM LVT RB -- P1 P1 P1 P1 AC1 SSM1 PLAM 1 P3 NOTE 1, 5, 11

004 BREAK ROOM PP1/G1 PP -- P2 P2 P2 P2 AC1 SSM1 PLAM 1 P3 NOTE 3, 12

005 RESTROOM PP1/G1 PP CT P2 P2 P2 P2 GWB/P2 SSM2 PLAM 2 P3 NOTES 2 & 17, TP

006 RESTROOM PP1/G1 PP CT P2 P2 P2 P2 GWB/P2 SSM2 PLAM 2 P3 NOTES 2 & 17, TP

007 JAN PP1/G1 PP CT P2 P2 P2 P2 GWB/P2 -- -- P3 NOTE 2, 10

008 LOBBY PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 9

009 CORRIDOR PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3

010 SHARED CC CONFERENCE C1 RB -- P1 P1 P1 MWC AC1 -- -- P3 NOTE 16, 2 WBs

011 LOCKER PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 LK

012 VESTIBULE PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3

013 HERITAGE PP1/G1 PP -- P2 P2 P2 P2 AC1 SSM1 PLAM 1 P3 NOTE 3, 8, 18, WS

014 CC C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

015 CCS C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

016 SUPERINTENDENT C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

017 RESTROOM PP1/G1 PP CT P2 P2 P2 P2 GWB/P2 SSM2 PLAM 2 P3 NOTES 2 & 17, TP

018 RESTROOM PP1/G1 PP CT P2 P2 P2 P2 GWB/P2 SSM2 PLAM 2 P3 NOTES 2 & 17, TP

019 SUPERINTENDENT C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

020 CCS C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

021 CC C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

022 HERITAGE PP1/G1 PP -- P2 P2 P2 P2 AC1 SSM1 PLAM 1 P3 NOTE 3, 8, 18, WS

023 VESTIBULE PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3

024 LOCKER PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 LK

025 AUDITORIUM VESTIBULE C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

026 ALCOVE C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

027 STORAGE PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3

028 SECURE COMM SDT RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 7

029 AUDITORIUM C3/AWF RB -- AWP AWP AWP AWP AC3 -- -- P3 NOTE 1,4, 13

030 MECHANICAL ROOM CONC 1 RB -- P1 P1 P1 P1 EXP/P2 -- -- P3

031 UNSECURE COMM SDT RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1, 7

032 UPS SDT RB -- P1 P1 P1 P1 AC1 -- -- P3

033 ELECTRICAL ROOM CONC 1 RB -- P1 P1 P1 P1 EXP/P2 -- -- P3

034 JANITOR'S CLOSET PP1/G1 PP CT P1 P1 P1 P1 GWB/P2 -- -- P3 NOTE 2

036 QUIET ROOM C1 RB -- P1 P1 P1 P1 AC1 -- -- -- --

039 AUDITORIUM CORRIDOR C3 RB -- P1 P1 P1 P1 AC1 -- -- P3 --

050 MAN TRAP RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3

051 CORRIDOR RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 9

054 OPS SUPPORT/ STEP DESK RAF 1/LVT RB -- MWC P1 P1 P1 AC1 -- -- P3

055 PLANNING SUPPORT RAF 1/LVT RB -- P1 P1 P1 P1 AC1 -- -- P3 WB

056 CORRIDOR RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3

057 BRIEFING 1 RAF 1/C1 RB -- P1 MWC P1 MWC AC1 -- -- P3 NOTE 16

058 BRIEFING 2 RAF 1/C1 RB -- MWC -- P1 MWC AC1 -- -- P3 NOTE 16

059 CONFERENCE ROOM - AF7 RAF 1/C1 RB -- AWC AWC MWC MWC AC1 -- -- P3 NOTE 14, 16

060 IT UTILITY RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3

061 ADMIN ROOM RAF 1/C1 RB -- P1 P1 P1 P1 AC1 -- -- P3

062 COMM ROOM RAF 1/SDT RB -- P1 P1 P1 P1 AC1 -- -- P3

063 CORRIDOR RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3

064 AREA SERVER ROOM A RAF 1/SDT RB -- P1 P1 P1 P1 AC1 -- P3

065 AREA SERVER ROOM B RAF 1/SDT RB -- P1 P1 P1 P1 AC1 -- -- P3

066 CORRIDOR RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3

067 CORRIDOR RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3

068 CORRIDOR RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3

069 SECURITY RAF 1/LVT RB -- P1 P1 P1 P1 AC1 -- -- P3

070 SIM 1 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

071 SIM 2 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

072 SIM 3 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

073 SIM 4 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

074 SIM 5 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

075 SIM 1 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

076 SIM 2 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

077 SIM 3 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

078 SIM 4 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

079 SIM 5 RAF 1/RT RB -- P1 P1 P1 P1 AC2 -- -- P3 NOTE 15

080 SUPPORT A RAF 1/LVT RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1,9, 19

081 SUPPORT A RAF 1/LVT RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1, 19

082 SUPPORT B RAF 1/LVT RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1, 19

083 SUPPORT B RAF 1/LVT RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1,9, 19

084 STORAGE A RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3 --

085 STORAGE B RAF 1/RT RB -- P1 P1 P1 P1 AC1 -- -- P3 --

086 BRIEFING A RAF 1/C1 RB -- P1 MWC P1 MWC AC1 -- -- P3 NOTE 1, 16

087 BRIEFING A RAF 1/C1 RB -- P1 MWC P1 MWC AC1 -- -- P3 NOTE 1,16

088 BRIEFING A RAF 1/C1 RB -- P1 MWC P1 MWC AC1 -- -- P3 NOTE 1,16

089 BRIEFING B RAF 1/C1 RB -- P1 MWC P1 MWC AC1 -- -- P3 NOTE 1,16

090 BRIEFING B RAF 1/C1 RB -- P1 MWC P1 MWC AC1 -- -- P3 NOTE 1, 16

091 BRIEFING B RAF 1/C1 RB -- P1 MWC P1 MWC AC1 -- -- P3 NOTE 1, 16

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FINISH LEGEND

AC: ACOUSTICAL CEILING TILE

AC1: ACOUSTICAL CEILING TILE, COLOR: WHITE, 2' x 2'

AC2: ACOUSTICAL CEILING TILE, COLOR: BLACK, 2' X 2'

AC3: ACOUSTICAL CLOUDS

AWC: ACOUSTICAL WALL COVERING

AWP: ACOUSTICAL WOOD WALL PANELS

AWF: ATHLETIC WOOD FLOOR

C: CARPET

C1:CARPET TILE, LEVEL-LOOP, MULTI-COLOR NON-LINEAL PATTERN, 24" X 24"

C2:CARPET TILE, LEVEL-LOOP, MATTE BLACK, 24" X 24"

C3:CARPET, BROADLOOM, LEVEL-LOOP, MULTI-COLOR NON-LINEAL PATTERN

CG: CORNER GUARD

CONC: SURFACE-SEALED CONCRETE WITH HARDENER

CONC 1: SURFACE-SEALED CONCRETE WITH HARDENER

CR: CHAIR/CRASH RAIL: CHAIR RAIL-4" HIGH, CRASH RAIL-8" HIGH

CT: CERAMIC TILE, GLAZED , 8" X 8"

EXP: EXPOSED

G: GROUT

G1: FLOOR GROUT, MEDIUM TO DARK COLOR

G2: WALL GROUT, LIGHT TO MEDIUM COLOR

GWB: GYPSUM WALLBOARD, USE APPROPRIATE TYPE REQUIRED BY ROOM FUNCTION

LK: LOCKERS, 12" X 12"

MWC: MAGNETIC DRY ERASE WALL COVERING

P: PAINT

P1: WALL & CEILING PAINT (EGGSHELL LATEX)

P2: WALL & CEILING PAINT (SEMI-GLOSS ENAMEL FINISH)

P3: TRIM PAINT (SEMI-GLOSS ENAMEL FINISH)

PLAM: PLASTIC LAMINATE

PLAM1: CABINETRY (MATTE FINISH)

PLAM2: PLUMBING CONCEAL (MATTE FINISH)

PP: PORCELAIN PAVERS (BASE SHALL BE 6" COVE)

PP1: PORCELAIN PAVER TILES, LARGE FORMAT

RAF: RAISED ACCESS FLOORING

RAF1: HIGH PROFILE RAISED ACCESS FLOORING, 3'-0" HIGH

RB: RESILIENT BASE

RB1: RUBBER WALL BASE, 4" HIGH

RFG: RECESSED FOOT GRILLE

RT: RUBBER TILES, 24" X 24"

SDT: STATIC DISSIPATIVE TILES, GROUNDED, 24.4" X 24.4"

SSM: SOLID SURFACE MATERIAL, MATTE FINISH

SSM1: BREAKROOM & NURSING MOTHER'S COUNTERTOPS

SSM2: RESTROOM COUNTERTOPS

SSM4: WINDOW SILLS

TP: TOILET PARTITIONS, SOLID SURFACE MATERIAL

US: URINAL SCREENS, SOLID SURFACE MATERIAL

WB: WHITEBOARD, 4'-0" X 8'-0"

WS: WINDOW SHADES, HONEY COMB

NOTES:

1. COORDINATE WITH CONTRACTING OFFICER AND FURNITURE PLAN ON EXACT LOCATIONS.

SEE IF SERIES SHEET FOR ADDITIONAL INFORMATION.

2. WAINSCOT IS 4' HIGH.

3. PROVIDE A BACKSPLASH WITH GLASS TILE ACCENTS.

4. ALL CEILING ITEMS ARE PAINTED, NOT JUST THE STEEL STRUCTURE.

5. PROVIDE FULL LENGTH MIRROR.

6. NOT USED.

7. DATA AND COMM ROOMS SHALL HAVE VOID FREE 3/4" AC GRADE, FIRE RESISTANT PLYWOOD

BACKBOARDS INSTALLED SMOOTH SIDE TO THE INTERIOR ON HTE PERIMETER WALLS.

8. ALL WINDOW SILLS SHALL BE SOLID SURFACE.

9. ALL EXPOSED CORNERS SHALL BE PROTECTED WITH CORNER GUARDS.

10. ADJUSTABLE SHELVING FOR CLEANING SUPPLIES. SHELVING SHALL BE PAINTED (P2).

11. SMALL BASE CABINETRY WITH UNDER COUNTER FRIDGE.

12. PROVIDE WALL AND BASE CABINETS, A SINK AND SPACE FOR FRIDGE, MICROWAVE AND COFFEE MAKER.

NOTES (CONTINUED):

13. AUDITORIUM SHALL HAVE ACOUSTICAL WOOD VENEERED WALL PANELS (AWP) ALONG THE WHOLE HEIGHT AND LENGTH OF THE WALLS, CEILING SHALL RECEIVE ACOUSTICAL CEILING CLOUDS (AC3) THAT ARE SUSPENDED ON EXPOSED CEILING. THE STAGE SHALL HAVE WOODEN FLOORS (AWF) WHILE THE REST OF THE AUDITORIUM WILL BE FINISHED WITH CARPET TILES (C1). INSTALL AUDITORIUM SEATING WITH TABLET ARMS AS SHOWN IN THE

PLANS.

14. DROP DOWN SOFFIT AROUND THE PERIMETER. ACOUSTICAL CEILING TILE IN THE CENTER.

15. ALL FINISHES ARE MATTE BLACK.

16. CHAIR RAIL SHALL BE MOUNTED AT 32" ON CENTER ABOVE THE FINISHED FLOOR. PROVIDE CHAIR RAILS ON ALL

PERIMETER WALLS OTHER THAN THE ONES THAT ARE RECEIVING DRY ERASE WALL COVERING.

17.TOILET PARTITIONS NEED TO BE SOLID SURFACE MATERIAL AND FLOOR SUPPORTED ONLY. DROP-DOWN SOFFITS ABOVE ALL SINKS WITH RECESSED LIGHT FIXTURES. FULL HEIGHT/FULL WIDTH MIRRORS OVER THE SINKS.

18. PROVIDE SOLID SURFACE ISLAND WITH BAR HEIGHT SEATING, PENDANT LIGHTS AND SPACE FOR 1 REFRIGERATOR, (1) ICE MAKERS, (1) POP CORN MACHINE, (1) BEVERAGE FRIDGE AND WET BAR. CREATE A RELAXING AND CHEERFUL AMBIENCE USING THE FINISHES. ISLAND SHALL HAVE A STANDARD HEIGHT COUNTER AND A BAR HEIGHT COUNTER. PROVIDE ELECTRICAL OUTLETS IN VERTICAL POSITION BETWEEN THE TWO LEVELS.

19. PROVIDE WHITEBOARD (WB), SMARTBOARD AND MONITOR ON THE WALLS.

20. INSTALL CERAMIC WALL TILE AT ALL DRINKING FOUNTAINS. CERAMIC TILE AREA SHLL BE MINIMUM 6'-0" HIGH X

4'-0" WIDE.

GENERAL NOTES:

A. THE TRIM COLUMN IS FOR DOOR TRIM.

B. ITEMS NOT OTHERWISE IDENTIFIED IN EITHER THE FINISH SCHEDULE OR SPECIFICATIONS

SHALL BE PAINTED TO MATCH ADJACENT SURFACES.

C. THE FINISHES AND MATERIALS LISTED ARE MINIMUM REQUIREMENT GUIDELINES, SINCE

SEVERAL MATERIALS MAY BE APPROPRIATE. THE FINISHES SHALL BE DURABLE, SUITABLE

FOR THE AREA IN WHICH THEY WILL BE USED AND AESTHETICALLY PLEASING.

D. MISCELLANEOUS ITEMS AND/OR SURFACES NOT INDICATED SPECIFICALLY FOR COLOR

SHALL BE PAINTED TO MATCH ADJACENT, SPECIFIED SURFACES UNLESS OTHERWISE

INDICATED BY THE CONTRACTING OFFICER.

E. REFERENCE SPECIFICATION 01 10 11 (ROOM DATA SHEETS) FOR MINIMUM CEILING HEIGHTS.

FOR ROOMS THAT HAVE EXPOSED STRUCTURE AND NO CEILING, HEIGHT INDICATED IS TO THE

UNDERSIDE OF THE LOWEST STRUCTURAL MEMBER OR BUILDING SYSTEM COMPONENT.

F. PROVIDE AND INSTALL ALL NECESSARY BACKING AND BLOCKING AS REQUIRED FOR INSTALLATION OF TOILET PARTITIONS, URINAL SCREENS, GRAB BARS, ALL PLUMBING FIXTURES, CABINETRY, SMARTBOARDS, MONITORS AND OTHER ACCESSORIES.

US Army Corps of Engineers ®

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INTERIOR FINISH SCHEDULE (SQUAD OPS)

ROOM NO ROOM NAME FLOOR BASE WAINSCOT

WALL FINISH

CEILING COUNTERTOP CABINETRY TRIM NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST

101 MAN TRAP PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 --

102 SECURE COMM/ ELEC SDT RB -- P1 P1 P1 P1 GWB/P2 -- -- P3 NOTE 7

103 INTEL C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

104 CORRIDOR PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 --

105 COMM - IT SHOP C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

106 TEST MANAGEMENT AND TACTICS LVT RB -- MWC P1 MWC P1 AC1 -- -- P3 NOTE 1

107 FLIGHT CC C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

108 FLIGHT CC C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

109 SCHEDULING C1 RB -- P1 -- MWC P1 AC1 -- -- P3 NOTE 1

110 TRAINING STAN EVAL SHOP C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

111 BREAK ROOM PP1/G1 PP -- P1 P1 P1 P1 AC1 SSM1 PLAM 1 P3 NOTE 3, 12

112 COPY/ PRINT ROOM PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 --

113 COMMANDERS OFFICE C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1, WB

114 ADOs C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

115 DO C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1,WB

116 SARM C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

117 TEST DATA COLLECTION AND ANALYSIS LVT RB -- MWC P1 P1 MWC AC1 -- -- P3 NOTE 1, 14, 16

118 VTC CONFERENCE ROOM C1 RB -- AWC AWC MWC MWC AC1 -- -- P3 NOTE 1, 14, 16

150 MAN TRAP PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 --

151 CORRIDOR PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 --

152 SECURE COMM/ ELEC SDT RB -- P1 P1 P1 P1 GWB/P2 -- -- P3 NOTE 1, 7

153 COPY PP1/G1 PP -- P1 P1 P1 P1 AC1 -- -- P3 -

154 SCHEDULING C1 RB -- P1 P1 P1 MWC AC1 -- -- P3 NOTE 1, 7, WB

155 TRAINING/ STAN EVAL SHOP C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

156 VTC CONFERENCE ROOM C1 RB -- AWC MWC MWC AWC AC1 -- -- P3 NOTE 1, 14, 16

157 ADOs C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

158 COMM-IT SHOP C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1, 7

159 DO C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1,WB

160 COMMANDERS OFFICE C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1, WB

161 BREAK PP1/G1 PP -- P1 P1 P1 P1 AC1 SSM1 PLAM 1 P3 NOTE 3, 12

163 INSTRUCTOR PILOT C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

164 FLIGHT CC C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

165 FLIGHT CC C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

166 INTEL C1 RB -- P1 MWC P1 P1 AC1 -- -- P3 NOTE 1

167 FLIGHT CC C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

168 FLIGHT CC C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

169 BRIEFING ROOM C1 RB -- P1 P1 P1 MWC AC1 -- -- P3 NOTE 1

170 WEAPON SHOP C1 RB -- P1 P1 P1 MWC AC1 -- -- P3 NOTE 1

171 BRIEFING ROOM C1 RB -- P1 P1 P1 MWC AC1 -- -- P3 NOTE 1

172 BRIEFING ROOM C1 RB -- P1 P1 P1 MWC AC1 -- -- P3 NOTE 1

173 MISSION PLANNING CELL LVT RB -- MWC MWC P1 P1 AC1 -- -- P3 NOTE 1

175 STUDENT ROOM C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

176 SARM C1 RB -- P1 P1 P1 P1 AC1 -- -- P3 NOTE 1

177 LANDING ZONE C1 RB -- MWC P1 P1 P1 AC1 -- -- P3 NOTE 1

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