11R0004-AM06.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 2

0006 Jan 27, 2011

US Army Corps of Engineers Los Angeles District P.O. Box 2711 Los Angeles, CA 90017

US Army Corps of Engineers Los Angeles District P.O. Box 2711 Los Angeles, CA 90017

W912PL-11-R-0004

Dec 15, 2010

FY11 Design and Construction of the Aerospace Maintenance and Regeneration Group (AMARG), Hangar, Davis-Monthan AFB, Arizona

AMENDMENT 0006 is issued to incorporate the following changes.

Please see the attached sheet.

PROPOSAL DUE DATE IS EXTENDED 3 FEBRUARY 2011 TO 17 FEBRUARY 2011 AT 2:00P.M

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date) .

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data) .

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification) .

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

A reference to the letter determination; and

A statement of the net amount determined to be due in settlement of the contract.

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

W912PL-11-R-0004

Amendment No. 0006

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by the amendment number in parentheses before and after changes from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

00650, Pgs. 1-6 00650, Pgs. 1-6

01 10 10, Pgs. 28-48 01 10 10, Pgs. 28-48

Appendix S, Bldg 7610 Photos, Bowser Photos, Demolished Bldgs.

Photos

////////LAST ITEM////////

W912PL‐11‐R‐0004

SECTION 00650 – WAGE RATES

GENERAL DECISION: AZ20100001 12/03/2010 AZ1

Date: December 3, 2010 General Decision Number: AZ20100001 12/03/2010

Superseded General Decision Number: AZ20080001

State: Arizona

Construction Type: Building

Counties: Coconino, Maricopa, Mohave, Pima, Pinal and Yuma Counties in Arizona.

BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories)

Modification Number Publication Date 0 03/12/2010 1 06/04/2010 2 07/02/2010 3 07/09/2010 4 07/23/2010 5 08/06/2010 6 08/27/2010 7 09/10/2010 8 10/15/2010 9 11/05/2010 10 11/19/2010 11 12/03/2010

BRAZ0003-003 11/23/2009

COCONINO, MARICOPA, MOHAVE, PINAL (Area West and North of the San Francisco River to the Gila River), & YUMA COUNTIES

Rates Fringes

Bricklayer - Cement Block Layer............................$ 24.62 4.57

BRAZ0003-008 11/23/2009

PIMA AND PINAL (Area East and South of the San Francisco River to the Gila River) COUNTIES

Rates Fringes

Bricklayer - Cement Block Layer............................$ 24.62 4.57

CARP0408-001 07/01/2009

Rates Fringes

CARPENTER........................$ 23.00 7.24

CARP1327-001 01/01/2010

Rates Fringes

DRYWALL HANGER...................$ 19.25 6.61

* ELEC0570-003 12/01/2010

PIMA, PINAL (Southern Part), AND YUMA COUNTIES

Rates Fringes

Electrician/Wireman..............$ 22.90 18%+4.70

Zone Definitions

(b) ZONE PAY -Workmen employed in Zones B and C shall be paid Zone Pay as follows:

Zone B............an additional $ 1.25 per hour Zone C............an additional $ 3.75 per hour

SECTION 3.05 ZONES

(a) Zones shall be created in Tucson, Arizona, the headquarters of the Union. Zones may be established in other localities by mutual consent of the parties hereto (Section 1.03). Zones and the applicable rates of pay shall be the same for all Employers coming under the terms of this Agreement.

In Tucson, Zone A shall be the area within a twenty-nine (29) mile radius from a basing point at the City Hall.

Zone B shall be the area from the outer limits of the twenty-nine (29) mile radius, extending out another seventeen (17) miles (a 46 mile radius total).

Zone C shall be the area from the forty-six (46) mile radius, extending to the outside limits of the Local Union's jurisdiction.

If any owner's contiguous property falls within more than one Zone, it shall all be considered to be within the closer Zone.

ELEC0640-005 06/21/2010

COCONINO, MARICOPA, MOHAVE, and PINAL (Area North and West of the boundary line beginning at a point where Papago Indian Reservation Road No. 15 crosses the Pima-Pinal County line, then Northeasterly on Road No. 15 to the intersection with Highway FAS-267, extending North on FAS-267 to the intersection with Florence Canal, North & East on Florence Canal to the intersection of the line "Second Guide Meridian East" then North to the Maricopa-Pinal County Lines) COUNTIES

Electrician/Wireman..............$ 24.80 3%+7.14

ENGI0428-003 06/01/2010

Rates Fringes

Power Equipment Operator

(2) Crane under 15 tons.....$ 25.22 9.79

(3) Crane,15 tons to 100 tons........................$ 26.30 9.79

(4) Crane, 100 tons and over........................$ 27.33 9.79

IRON0075-002 08/01/2009

Rates Fringes

IRONWORKER, STRUCTURAL

Zone 1:.....................$ 26.52 17.59

Zone 1: 0 to 50 miles from City Hall in Phoenix or Tucson Zone 2: 050 to 100 miles - Add $4.00 Zone 3: 100 to 150 miles - Add $5.00 Zone 4: 150 miles & over - Add $6.50

LABO0383-005 06/01/2009

Rates Fringes

LABORER (Brick/Block Tender).....$ 16.72 4.35

* PAIN0086-003 04/01/2010

Rates Fringes

PAINTER..........................$ 17.85 4.70

PAIN0086-005 07/01/2009

Rates Fringes

GLAZIER..........................$ 25.75 6.39

PLUM0469-002 07/01/2010

ZONE A: COCONINO, MARICOPA, MOHAVE & YUMA COUNTIES

ZONE B: PIMA AND PINAL COUNTIES

PLUMBER/PIPEFITTER

Zone A......................$ 31.65 14.90 Zone B......................$ 28.55 14.65

SFAZ0669-001 04/01/2010

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 29.85 16.85

SHEE0359-002 08/01/2010

PIMA and PINAL (South of the 33rd Parallel) COUNTIES

Rates Fringes

Sheet Metal Worker (Including

HVAC)

Zone 1......................$ 25.20 13.82

SHEE0359-003 08/01/2010

COCONINO, MARICOPA, MOHAVE, PINAL (North of the 33rd Parallel), and YUMA COUNTIES

Rates Fringes

Sheet Metal Worker (Including

HVAC)............................$ 25.20 13.82

SUAZ2004-001 01/14/2004

Rates Fringes

Cement Mason/Finisher............$ 15.25 5.01

Laborers Concrete Worker.............$ 8.88 0.00 Form Setter.................$ 9.63 0.00 General/Cleanup.............$ 11.37 2.91 Waterproofing...............$ 12.59 0.00

PLASTERER........................$ 15.00 0.00

Power Equipment Operator Backhoe.....................$ 14.78 0.00

TILE FINISHER....................$ 11.00 0.00

TILE SETTER......................$ 14.98 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

01 10 10 -28

5. ARCHITECTURAL DESIGN

5.1 Scope.

5.1.1 Conceptual Design. Develop a conceptual design for a 2-bay maintenance hangar and supporting functional areas described in this RFP and site development based on the DD 1391 authorized scope of 7130 square meters (76746 square feet) and the conceptual drawings included in this RFP.

5.1.2 Building Design. This will be a high-visibility flagship AMARG hangar facility, accommodating VIP visitors in a two-story administration section with an observation deck overlooking the activities on the complete clear span double-wide hangar floor. Develop floor plans based on the conceptual drawings included in this RFP document and the standards referenced under paragraph 5.2. Exterior building elevations shall be in accordance with the Davis-Monthan Air Force Base "Design Compatibility Standards" and shall follow the conceptual elevations included in this RFP. Note that the hangar bay shall be framed with a single bow-truss/barrel vault span. This is a requirement and no other structural concept for the hangar bay is permitted.

After award, revisions to the floor plan may be required by the Air Force to better meet functional and programmatic requirements. The original MILCON Requirements Document Level II dated 16 March, 2009 may also be of use to understand the original design intent for this facility. However, where conflicts exist this RFP has precedence over the Requirements Document Level

II.

5.1.3 LEED Requirements. This project is required to be LEED Silver Certified per the USGBC LEED-NC 3.0 Rating System. A preliminary checklist is included in Section 01 33 29. This checklist is provided only as “information available to bidders”, indicating the points that the developers of this RFP anticipate are achievable. The proposers must develop and submit a preliminary checklist indicating the points they anticipate achieving. The contractor is responsible for the LEED NC registration, design and construction documentation via LEED Online credit templates, submittal to GBCI for review, responding to inquiries from the GBCI until Silver certification (Gold if the bid option is exercised) is achieved, and payment of all fees related to these activities.

5.1.3.1 ACC Scorecard. During design, the contractor shall provide a completely annotated HQ ACC Sustainability Scorecard (September 2009) as well as annotations, calculations, and references to the scorecard/checklist items that are statutory requirements for Federal construction projects.

5.1.3.2 LEED Bid Option. One of the bid options requires achieving LEED Gold Certification. Proposers must develop and submit a preliminary checklist for attaining this level of certification.

5.1.3.3 Eco-charrette. After award, during the intial design effort, the contractor shall conduct an “eco-charrette” to focus on the USAF require/desired and LEED prerequisite checklist items to be achieved. At the end of the eco-charrette, the contractor shall provide an updated set of

(6)

01 10 10 -29 checklists (ACC and LEED) as part of the LEED NC implementation plan, prior to the start of design.

5.2 Applicable Standards. Note: the latest edition is to be used.

BASE STANDARDS AND PLANNING DOCUMENTS

5.2.1 Design Compatibility Standards for Davis-Monthan Air Force Base, Arizona, latest version, all addenda and all appendix sections.

AIR FORCE STANDARDS

5.2.2 Air Force Handbook 32-1084, 1 September 1996, Facility Requirements.

5.2.3 Air Force Instructions 32-7063, Air Installation Compatible Use Zone Program.

5.2.4 Air Force Instruction 31-101, Air Force Installation Security Program

(FOUO).

5.2.5 Air Force Joint Manual 32-1071 Vol. 1, Security Engineering Project Development (FOUO).

5.2.6 Air Force Joint Manual 32-1071 Vol. 2, Security Engineering Concept Design (FOUO).

5.2.7 Air Force Joint Manual 32-1071 Vol. 3, Security Engineering Final Design (FOUO).

5.2.8 UFC 3-120-01 Air Force Sign Standard.

ARMY STANDARDS

5.2.9 Army Engineer Technical Letters, 1110-3-451, Pre-cast Architectural Concrete.

5.2.10 Army Engineer Technical Letters, 1110-3-491, Sustainable Design for Military Facilities.

5.2.11 Army Technical Manual, 5-805-4, Noise and Vibration Control.

5.2.12 Army Technical Manual, 5-805-6, Joint Sealing for Buildings.

5.2.13 Army Technical Manual, 5-805-8, Builder’s Hardware.

5.2.14 Army Technical Manual, 5-805-14, Roofing and Waterproofing.

PHYSICAL AND INFORMATION SECURITY

5.2.15 UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, 8 October 2003 Including change 1, 22 January 2007.

01 10 10 -30

5.2.16 UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distances for Buildings (FOUO), 8 October 2003 Including change 1, 19 January 2007.

BUILDING CODES

5.2.17 International Code Council (ICC), International Building Code 2006.

5.2.18 National Fire Protection Association, NFPA 10, Portable Fire Extinguishers, latest edition.

5.2.19 National Fire Protection Association, NFPA 80, Fire Doors and Fire Windows, latest edition.

5.2.20 National Fire Protection Association, NFPA 80A, Protection from Exterior Fire Exposure, latest edition.

5.2.21 National Fire Protection Association, NFPA 101, Life Safety Code, latest edition.

5.2.22 National Fire Protection Association, NFPA 203, Roof Coverings/Roof Deck, latest edition.

5.2.23 National Fire Protection Association, NFPA 220, Types of Building, Construction, latest edition.

5.2.24 National Fire Protection Association, NFPA 231, General Storage, latest edition.

5.2.25 UFC 1-200-01 General Building Requirements, 27 November 2007 Including change 1, 7 May 2009.

5.2.26 UFC 3-600-01 Fire Protection Engineering for Facilities.

ACCESSIBILITY STANDARDS

5.2.27 United States Access Board, ADA and ABA Accessibility Guidelines, July 23, 2004, ABA Chapters 1 and 2, and ADA/ABA joint chapters 3 through 10.

INDUSTRY STANDARDS

5.2.28 Gypsum Association Fire Resistance Design Manual, latest edition.

5.2.29 Tile Council of America Handbook for Ceramic Tile Installation, latest edition.

5.2.30 United States Green Building Council (USGBC), LEED Reference Guide for Green Building Design and Construction, 2009 Edition.

01 10 10 -31

SPECIFICATIONS AND CONSTRUCTION DOCUMENT STANDARDS

5.2.31 U.S. Army Corps of Engineers Southwestern Division Architectural and Engineering Instructions Manual (CESWD-AEIM), latest edition.

5.2.32 Uniform Facility Guide Specifications (UFGS), latest editions.

5.3 Design Criteria

5.3.1 Code and Performance Related

5.3.1.1 Life Safety. This facility shall be designed to meet or exceed the minimum construction and life safety standards as specified by UFC 1-200-01 General Building Requirements and the NFPA 101 Life Safety Code.

Requirements for the fire resistance of wall, ceiling and floor assemblies shall be in accordance with the International Building Code (IBC).

5.3.1.2 Fire Protection. Fire Department access shall be provided on at least three sides of each building. The minimum allowable construction type, per UFC 3-600-1, shall be Type II, non-combustible construction. The building shall be fully sprinklered. Provide a Knox Box Entry System, Model 3200 Series with a hinged door, part no. 3275, recessed, color to be black.

Location shall be a minimum of 5 feet to the left of the main entry door to the facility. Installed box with bottom of box 5 feet above finished grade.

Maintain clear access to the box.

5.3.1.3 Antiterrorism/Force Protection. The facility be designed to incorporate minimum construction standards in accordance with the DoD Antiterrorism/Force Protection Minimum Standards and all security engineering documents referred to in this RFP.

5.3.1.4 Barrier Free Design. The facility shall be fully accessible in accordance with the requirements of the ADA/ABA Accessibility Guidelines.

5.3.1.5 Energy Conscious Design. Passive solar design shall be limited to building orientation, thermal mass, roof color, building color, door and window orientation, window glazing, solar shading, and shade trees. Thermal insulation shall be provided in accordance with the mechanical design requirements.

5.3.1.6 Acoustical Design. Walls separating the administrative areas from the hangar bays shall be designed and constructed using tested assemblies rated with a Sound Transmission Class (STC) of at least 49. Walls enclosing offices, toilet rooms and kitchens shall be designed and constructed with a minimum STC of 45. Utility outlets and ductwork penetrations shall not compromise the acoustical integrity of the wall assemblies.

5.3.1.7 Interior Design. Structural interior design (SID) services are required under this contract. SID submittals consist of color boards. See Section 01 01 20 of this RFP for submittal requirements.

(6) (6)

01 10 10 -32

5.3.2 Functional and Programmatic Requirements.

5.3.2.1 External Activities. In addition to the main entrance to the central administrative portion of the facility, a second formal entrance is required for direct access to the T.O. Library and Records Storage area.

Vehicular and pedestrian access shall be provided as required by the civil requirements of this RFP. Personnel will access the facility by government and privately owned vehicles, bicycles and by walking from other nearby facilities. Paved stoops and access shall be provided for all exit doors and exterior mechanical or electrical equipment room doors.

5.3.2.2 Internal Activities. In addition to the typical repair and maintenance activities common to all maintenance hangars, this facility includes significant administrative functions. A large T.O. Library and Records Storage area with dedicated library and storage clerks, contractor personnel and a visitor review area operates as an AMARG resource. A large contingent of QA personnel, planners and analysts as well as (3) Directors.

The three Directors are Squadron Commander equivalents. There will be approximately (80) aircraft maintenance personnel working two shifts in this facility in addition to the office workers.

5.3.2.3 Space Characteristics. The following paragraphs describe spaces with unique features. Refer to the Room Data Sheets in the appendix for additional information on all spaces.

5.3.2.3.1 Hangar Bays. The hangar bay in this project is required to accommodate various aircraft layouts with tie-down and ground rods throughout the floor to accommodate other aircraft types. The most stringent space requirements are for accommodating (2) KC-135 and alternately (2) C-130 aircraft side-by-side. Note that the KC-135 has a taller tail section while the C-130 has a longer wingspan. Both aircraft must be accommodated in accordance with Air Force Handbook 32-1084 requirements for clearances. To allow the most flexibility in accommodating other aircraft, the entire floor area of the double-hangar bay shall be a clear span with absolutely no structural elements violating this space. The bay will be configured with two nose-dock areas aligned for the KC-135 and C-130 aircraft, each with a sectional overhead door for the towing vehicle to exit for return to the flight-line as well as to re-enter for pushing the aircraft out of the hangar. The sectional doors shall be nominally 12’ x 12’. The sectional doors, as well as the exterior walls on both sides of the nose docks, shall be glazed to the greatest extent possible to allow viewing the nose of the aircraft from the front of the facility.

5.3.2.3.1.1 Foam Storage Rooms. The foam storage rooms, scheduled at 200 NSF each, are for the storage and repair of fuel cell bladder foam (not fire suppression foam) and shall be located immediately accessible off of the nose dock areas.

5.3.2.3.1.2 Government Furnished Storage Systems. The hangar bay shall accommodate (4) government furnished, contractor installed, vertical storage cabinets located against the front wall in front of the wings. Two cabinets will be located on each side of the front wall as shown on the conceptual drawings. Since powered equipment in the hangar bay must be explosion proof

01 10 10 -33 or no lower than 18” above the floor, this will require (2) 18” high platforms with steps and handrails. Explosion-proof electrical disconnects with padlocks will need to be located adjacent to the storage cabinets to lock-out the equipment during fuel cell operations.

5.3.2.3.2 Tool Crib. The tool crib requires an 8 foot long pass-thru opening and tool check-out counter facing the hangar and an adjacent double man-door. The tool crib requires a fire-separation from the hangar bay.

Therefore, the pass-thru opening requires a fire-shutter connected to the fire alarm system or a vestibule providing the fire-rated separation. In both scenarios the fire-shutter or the vestibule must be lockable for securing the tool crib when not occupied.

5.3.2.3.3 Observation Deck. The second floor of the facility shall incorporate a large internal observation deck which allows VIP visitors as well as administrative staff to observe the entire hangar floor. The deck shall be open to the hangar with guardrails and a stair directly down to the hangar floor. While direct access from the second floor offices is required, a two-hour masonry firewall is required to separate the deck from the administrative spaces on the second floor.

5.3.2.3.4 Technical Order Library and Records Storage. This area is comprehensive in its coverage of all of the aircraft with which AMARG works.

All maintenance records for all of the aircraft at AMARG will be stored here.

It will also be a resource for all of AMARG and shall have its own entry on the front of the facility. It shall include restrooms and a coffee bar to allow the area to function independently of the rest of the facility. It also requires a secure room for the storage of classified T.O.s. This secure room shall be built to SCIF standards and should be located remote from the rest of the TO library to isolate it from un-cleared contract staff.

5.3.2.3.5 Secure Storeroom Area. This area is a large room with multi-tiered storage shelves for controlled aircraft parts. A portion of the room will contain “Robo Crib” computer operated storage bins (government furnished and installed) during fuel cell work.

5.3.2.3.5.1 Future mezzanine. The secure storeroom will be modified at a later date to accommodate a mezzanine. As shown on the conceptual drawings, the storeroom is located in an area with enough clearance to structure to accommodate a future mezzanine and is adjacent to the hangar bay. This condition and adjacency must be preserved in the proposed design. Access to the mezzanine will be via a steel stair in the hangar bay and a fire-rated door through the wall between the hangar bay and the storeroom. The proposed design shall show these features as future work, not in contract, to ensure that the design accommodates the future work. Under this contract, provide a blocked-out area with a lintel to facilitate the future door.

5.3.2.3.6 Locker Rooms and Showers. This facility requires that the locker rooms and showers be configured to allow both clean-side access and soiled-side access. Staff shall be able to access the area from the administrative areas (clean-side) for use as a restroom. Maintenance workers beginning their shift will access this area from the clean-side in their regular clothes, change into their work clothes including a disposable suit, and proceed to

01 10 10 -34 the hangar bay (soiled-side). At the end of their shift, they will enter from the hangar bay through a vestibule equipped with air-jets to rinse contaminants off of the disposable suits, remove and discard the suits, proceed into the locker area to shower before changing back into their regular clothes, and finally leave through the clean-side. Note that the vestibule can be shared by the two locker rooms since only the outer disposable suit is removed.

5.3.2.3.6.1 29 CFR References. The locker rooms and showers must comply with the requirements of 29 CFR 1910.141 SANITATION and 1910.1026 CHROMIUM.

5.3.2.3.6.2 Hangar Bay Access Independent of Locker Rooms. Provide a separate internal access from the main administrative areas on the first floor directly to the hangar bay to allow non aircraft maintenance personnel to circumvent the locker rooms. In the conceptual plans this is shown as a short corridor next to the women’s locker rooms. Alternative solutions should be explored as this is currently wasted space. However, this access cannot require exiting the building to re-enter the hangar.

5.3.2.3.6.3 Shower Fixtures. Each locker room shall include (6) showers for a total of (12) showers. One shower in each locker room shall be accessible per the ADA and ABA Accessibility Guidelines. The shower stalls shall be constructed with terrazzo shower pans and resinous solid surface walls.

5.3.2.3.7 Break Room. The break room shall include at a minimum 20 linear feet of casework with lower cabinets, countertop and upper cabinets. The casework shall incorporate a double-compartment sink, two built-in microwaves, and space and receptacles for four additional counter-top microwaves. An additional water line tap shall be plumbed for a commercial counter-top coffee maker. The break room configuration shall incorporate space for two full-size commercial refrigerators, space for a free-standing commercial ice-maker, and space for two vending machines.

5.3.2.3.8 Recycling Room. A single recycling room, as well as recycling bins, is required in accordance with the LEED Rating System Materials and Resources prerequisite.

5.3.2.3.9 Exterior Hazardous Storage Satellite Accumulation Point. A covered external area of 400 SF shall be provided for the initial accumulation of hazardous materials awaiting removal from the area. The area shall be fenced in with a lockable gate, minimum opening width of 10 feet, and completely covered with a roof, soffit and fascia matching the primary facility. Note that as a covered area it will count as half-scope (200 SF) against the maximum GSF for the project. This area shall be located adjacent to the fuel bowser holding area (see Civil requirements).

5.3.2.3.10 Open Office Areas. Within the program, spaces indicated to be 64 SF are intended to be part of open office areas. The conceptual drawings included with this RFP show these offices as 8’x8’ cubicles with nominal 2” thick systems furniture panels. The systems furniture currently in use by AMARG is Haworth. The government may decide to provide separate funds to the successful bidder to purchase the furniture from the specified systems furniture vendor (to be installed by the vendor). While the systems

(6) (6)

01 10 10 -35 furniture will be provided under a separate contract, the design under this project must demonstrate that it will accommodate these space requirements with adequate circulation. The conceptual drawings also show file, printer and copier areas as systems furniture integrated into the open office areas.

5.3.2.3.11 Electric Water Coolers. Locate a pair of EWCs in the TO area (Area B in the conceptual plans), a pair on both the first and second floors of the central administrative area (Area A in the conceptual plans), and one EWC in the secure storage/building services portion of the facility (Area C in the conceptual plans). Provide additional EWCs as required by code. Note that per regulation, EWCs are not allowed in the hangar bay.

5.3.2.4 Space Adjacencies. Floor plan adjacencies are illustrated in the schematic plans included in this RFP. After award, revisions to the floor plan may be required to provide optimum functional adjacencies and provision of dedicated utility and communication rooms.

5.3.2.5 Space Allocations. The following table summarizes the functional space requirements for the facility. Note that the final floor plan must be a minimum of 76,746 SF (7130 SM).

01 10 10 -36

SF SM Occ. SF SM Occ.

1 Hangar Bay 25000 2322.58 25 2 50000 4645.15 50 2 Foam Storage 200 18.58 2 400 37.16

3 Tool Crib 600 55.74 1 600 55.74 4 Tool Crib CP Stations 30 2.79 4 120 11.15 5 Tool Crib Clerk 64 5.95 1 3 192 17.84 3 6 Men's Locker Room 620 57.60 1 620 57.60 7 Women's Locker Room 525 48.77 1 525 48.77 8 Men's Showers (4) 270 25.08 1 270 25.08 9 Women's Showers (4) 250 23.23 1 250 23.23

10 TODO 64 5.95 1 1 64 5.95 1

11 Records Clerk 64 5.95 1 4 256 23.78 4

12 *** EMPTY *** 64 5.95 1 1 64 5.95 1

13 TO Contractor 64 5.95 1 6 384 35.67 6 14 Visitor Review Area 100 9.29 1 100 9.29 15 Technical order storage 1000 92.90 1 1000 92.90 16 Record Storage - A.F. 1100 102.19 1 1100 102.19 17 Record Storage - Navy 850 78.97 1 850 78.97 18 Classified Storage (remote) 100 9.29 1 100 9.29

19 Lobby/Waiting 200 18.58 1 1 200 18.58 1 20 Squadron Deputy Director 150 13.94 1 1 150 13.94 1 21 Production Flight Chief 150 13.94 1 1 150 13.94 1 22 Support Flight Chief 150 13.94 1 1 150 13.94 1 23 1st Line Supervisors 120 11.15 1 4 480 44.59 4 24 PSF Flight Chief 150 13.94 1 1 150 13.94 1 25 Admin 64 5.95 1 1 64 5.95 1 26 Squadron Analyst 64 5.95 1 1 64 5.95 1 27 Squadron Workloader 64 5.95 1 1 64 5.95 1 28 Files 80 7.43 1 80 7.43 29 Secure Storeroom 1200 111.48 1 1200 111.48 30 Conference Room 300 27.87 1 300 27.87

31 Mechanical Room 2866 266.26 1 2866 266.26 32 Fire Supression 120 11.15 1 120 11.15 33 Electrical 120 11.15 1 120 11.15 34 Communications 120 11.15 1 120 11.15 35 NIPRNet 120 11.15 1 120 11.15 36 Restrooms 200 18.58 2 400 37.16 37 Janitor's Closet 50 4.65 2 100 9.29 38 Vending Area 100 9.29 1 100 9.29 39 Break Room 800 74.32 1 800 74.32 40 Recycling Room 100 9.29 1 100 9.29 41 Elevator & Equipment Room 220 20.44 1 220 20.44

65013 6039.90 77First Floor Totals

ID Space Name Net Areas & Occupants

Totals

FIRST FLOOR

EQUIPMENT AND TOOL STORAGE

TECHNICAL ORDER LIBRARY

ADMINISTRATION

COMMON USE

01 10 10 -37

SF SM Occ. SF SM Occ.

1 Hangar Bay 25000 2322.58 25 2 50000 4645.15 50 2 Foam Storage 200 18.58 2 400 37.16

3 Tool Crib 600 55.74 1 600 55.74 4 Tool Crib CP Stations 30 2.79 4 120 11.15 5 Tool Crib Clerk 64 5.95 1 3 192 17.84 3 6 Men's Locker Room 620 57.60 1 620 57.60 7 Women's Locker Room 525 48.77 1 525 48.77 8 Men's Showers (6) 270 25.08 1 270 25.08 9 Women's Showers (6) 250 23.23 1 250 23.23

10 TODO 64 5.95 1 1 64 5.95 1

11 Records Clerk 64 5.95 1 4 256 23.78 4

12 *** EMPTY *** 64 5.95 1 1 64 5.95 1

13 TO Contractor 64 5.95 1 6 384 35.67 6 14 Visitor Review Area 100 9.29 1 100 9.29 15 Technical order storage 1000 92.90 1 1000 92.90 16 Record Storage - A.F. 1100 102.19 1 1100 102.19 17 Record Storage - Navy 850 78.97 1 850 78.97 18 Classified Storage (remote) 100 9.29 1 100 9.29

19 Lobby/Waiting 200 18.58 1 1 200 18.58 1 20 Squadron Deputy Director 150 13.94 1 1 150 13.94 1 21 Production Flight Chief 150 13.94 1 1 150 13.94 1 22 Support Flight Chief 150 13.94 1 1 150 13.94 1 23 1st Line Supervisors 120 11.15 1 4 480 44.59 4 24 PSF Flight Chief 150 13.94 1 1 150 13.94 1 25 Admin 64 5.95 1 1 64 5.95 1 26 Squadron Analyst 64 5.95 1 1 64 5.95 1 27 Squadron Workloader 64 5.95 1 1 64 5.95 1 28 Files 80 7.43 1 80 7.43 29 Secure Storeroom 1200 111.48 1 1200 111.48 30 Conference Room 300 27.87 1 300 27.87

31 Mechanical Room 2866 266.26 1 2866 266.26 32 Fire Supression 120 11.15 1 120 11.15 33 Electrical 120 11.15 1 120 11.15 34 Communications 120 11.15 1 120 11.15 35 NIPRNet 120 11.15 1 120 11.15 36 Restrooms 200 18.58 2 400 37.16 37 Janitor's Closet 50 4.65 2 100 9.29 38 Vending Area 100 9.29 1 100 9.29 39 Break Room 800 74.32 1 800 74.32 40 Recycling Room 100 9.29 1 100 9.29 41 Elevator & Equipment Room 220 20.44 1 220 20.44

65013 6039.90 77First Floor Totals

ID Space Name Net Areas & Occupants

Totals

FIRST FLOOR

EQUIPMENT AND TOOL STORAGE

TECHNICAL ORDER LIBRARY

ADMINISTRATION

COMMON USE

01 10 10 -38

SF SM Occ. SF SM Occ.

42 Directors 253 23.50 1 3 759 70.51 3 43 Admin Assistant 64 5.95 1 2 128 11.89 2

44 SQIP 64 5.95 1 1 64 5.95 1

45 VPP 64 5.95 1 1 64 5.95 1

46 CM 64 5.95 1 1 64 5.95 1

47 *** EMPTY *** 64 5.95 1 1 64 5.95 1

48 EN 64 5.95 1 1 64 5.95 1

49 Environmental 64 5.95 1 2 128 11.89 2

50 *** EMPTY *** 64 5.95 1 1 64 5.95 1

51 RSO 64 5.95 1 1 64 5.95 1

52 QA Supervisor 150 13.94 1 1 150 13.94 1 53 QA Inspector 64 5.95 1 15 960 89.19 15 54 Analysis 64 5.95 1 2 128 11.89 2 55 Work Loader 64 5.95 1 1 64 5.95 1

56 SQIP 64 5.95 1 1 64 5.95 1

57 Unit Safety Rep 64 5.95 1 1 64 5.95 1 58 Planners 64 5.95 1 4 256 23.78 4 59 Schedulers 64 5.95 1 4 256 23.78 4 60 Conference Room 625 58.06 1 625 58.06 61 Copy/Print Area 80 7.43 2 160 14.86 62 Filing Area 80 7.43 3 240 22.30 63 Storage 100 9.29 1 100 9.29 64 Observation Deck 620 57.60 1 620 57.60

65 Electrical 64 5.95 1 64 5.95 66 Communications 64 5.95 1 64 5.95 67 NIPRNet 120 11.15 1 120 11.15 68 Restrooms 200 18.58 2 400 37.16 69 Janitor's Closet 50 4.65 1 50 4.65 70 Hazardous Storage Accumulation (Exterior) 200 18.58 1 100 9.29

5948 552.59 43

70961 6592.49 120 8% 5786 537.54

76747 7130.03

ID Space Name Net Areas & Occupants

Totals

Gross Building Area

SECOND FLOOR

ADMINISTRATION

COMMON USE

Second Floor Totals

Total Net Areas Tare

01 10 10 -39

5.4 Building Systems, Materials, and Equipment.

5.4.1 General. The proposed building systems, material finishes, material colors, and equipment shall be in accordance with the Design Compatibility Standards for Davis-Monthan Air Force Base and the requirements of this RFP.

The Government desires low or no maintenance finish materials to the greatest extent possible. The proposed building systems and material finishes shall at a minimum be specified to conform to the allowable options contained within each of the applicable guide specification sections referenced in this

RFP.

5.4.2 Site Work. Refer to the civil section of this RFP.

5.4.2.1 Covered Parking Photovoltaics. Refer to the civil and electrical sections of this RFP for main requirements for this system. The structure supporting this systems shall utilize a single row of columns with the panel supports cantilevered out from a single beam. The single row of columns shall be positioned to minimize the obstruction to maneuvering in and out of parking spaces.

5.4.3 Concrete. Architectural precast concrete may be used for minor architectural elements such as splash blocks, window sills, window surrounds, and parapet coping. Architectural precast concrete, if proposed, shall be fabricated with integrally colored concrete, in a color and texture to coordinate with other major building materials and in accordance with the Design Compatibility Standards for Davis-Monthan Air Force Base. All precast concrete elements shall be lightly sandblasted to produce a unified, matching color, texture and overall appearance. All exterior finished architectural precast concrete items shall be sealed against water intrusion using a clear, non-sheen, impregnating sealer.

5.4.4 Masonry. Requirements for masonry structural systems are contained in the structural section of this RFP. Exterior concrete masonry unit (CMU) walls shall be integral color concrete masonry units in a combination of split and smooth face textures. Exterior CMU color and types shall be in accordance with the Design Compatibility Standards for Davis-Monthan Air Force Base. All interior concrete masonry walls exposed to view, except in mechanical rooms, shall be integrally colored standard CMU. Masonry and mortar color shall match. Concrete masonry units shall be manufactured using integral water repellant as an efflorescence barrier. All exterior finished masonry surfaces shall also be sealed against water intrusion using an impregnating sealer.

5.4.5 Metals.

5.4.5.1 Factory Finished Metals. Anodized aluminum finishes shall be bronze colored AA-M12 C22 A42, minimum 0.7 mils, Class I, per Aluminum Association Designation System, with the exception of the standing-seam metal roof panels that will be finished in “Brownstone” or “Almond” per the Davis-Monthan Design Compatibility Guidelines (DMDCG) at the time of contract solicitation.

All miscellaneous prefabricated components, such as fire extinguisher cabinets, shall be specified to have factory applied finishes in colors to

01 10 10 -40 coordinate with the facility. All miscellaneous ferrous metal items, exposed to view, which do not have a factory finish, shall be primed and painted.

Louvers shall have bird or insect screens, as appropriate.

5.4.5.2 Handrail and guardrail systems shall be a custom factory fabricated, factory finished factory powder baked finish railing system. Handrail and guardrail systems located in a means of egress shall be designed in accordance with NFPA 101 Life Safety Code requirements.

5.4.6 Wood. The use of wood shall be limited to kitchen cabinets, vanities, paneling, wainscots, shelving, minor wall accents, chair rails, and unexposed roofing nailers, shims or backing for flashing.

5.4.6.1 Finish woodwork shall be specified to conform to the allowable options within guide specification Section 06 20 00 - FINISH CARPENTRY.

5.4.6.2 Miscellaneous wood members such as telephone backboards, and unexposed treated roofing nailers, shims or backing shall be specified to conform to the minimum requirements and allowable options within guide specification Section 06 10 00 - ROUGH CARPENTRY. Telephone backboards shall be specified fire retardant. Wood in direct contact with concrete or roofing materials shall be pressure treated.

5.4.6.3 Termite Control and Prevention shall be provided as required in the

DMDCG.

5.4.7 Thermal and Moisture Protection.

5.4.7.1 Roofing System. Provide Energy Star compliant roofing with a minimum emissivity of 0.9 (ASTM 408) to achieve the LEED-NC SS Credit 7.2 for Heat Island Effect, Roof. The solar reflectance index (SRI) shall be greater than 29 for roof slopes 2:12 and above and greater than 78 for roof slopes less than 2:12. A standing seam metal roof (SSMR) system shall be specified to conform to the minimum requirements and allowable options within guide specifications Section 07 41 13 - METAL ROOF PANELS (for non-structural SSMR systems) and/or 07 61 14.00 20 STEEL STANDING SEAM ROOFING (for structural SSMR systems). Install as per manufacturer’s written instructions and recommendations. An architectural, UL 90 standing seam roof assembly shall be provided which conforms to ETL 1110-9-12 for the building roof areas. The roof system shall incorporate a fully concealed fastening system and shall be the product of one manufacturer. All roof panels shall be continuous without splices or seams from eave to ridge or wall termination. Field cut and formed panels are required if shipping lengths are exceeded. To address the requirements of paragraph 5.1.2 Building Design, a ridge assembly may be incorporated at the apex of the barrel vault roof, thereby reducing the length of the continuous panels.

5.4.7.1.1 Roof slopes shall be obtained in the structural frame. No equipment shall be located on roof areas.

5.4.7.1.2 Roof Warranties. Roof systems shall be the product of one manufacturer. The successful contractor shall provide a 5-year Contractor’s

01 10 10 -41 weather-tightness warranty against defective workmanship, roofing system material deficiencies, structural failure and leakage. In addition, the roofing system manufacturer shall provide a 20 year written material and finish warranty against defective materials and finishes.

5.4.7.1.3 Roof insulation shall be continuous over the entire roof area and shall be specified to conform to the minimum requirements and allowable options within guide specifications Section 07 22 00 - ROOF AND DECK INSULATION and Section 13 34 19 – METAL BUILDING SYSTEMS. Blown-in insulation is not permitted. Insulated composite roof panels are the preferred solution.

5.4.7.1.4 Radiant Heat Barrier shall be continuous over the entire roof area and shall have a maximum emissivity of 0.05 and a minimum reflectivity of 95%. The radiant heat barrier may be integral with the insulation.

5.4.7.1.5 Roof Membrane. Provide under the standing seam metal roofing system a 40 mil, self-adhesive, rubberized, fiberglass reinforced, asphaltic membrane over the entire roof substrate in accordance with the manufacturer’s printed instructions and recommendations.

5.4.7.1.6 Roof penetrations will be minimized insofar as practicable and sealed or otherwise waterproofed. Where penetrations are uniform such as pipes or tubes, utilize bell cap flashing, fasteners and pre-manufactured neoprene flashing as applicable.

5.4.7.2 Building insulation will be selected for flame spread and smoke development limitations contained in the NFPA Life Safety Code 101.

Insulation thickness and type for new construction is variable for individual assembly options and will be governed by U-value requirements of the mechanical design requirements. Insulation materials shall be specified to conform to the minimum requirements and allowable options within guide specifications Section 07 21 16 – MINERAL FIBER BLANKET INSULATION, Section 07 42 63 – FABRICATED WALL PANEL ASSEMBLIES, and Section 13 34 19 – METAL BUILDING SYSTEMS. Blown-in insulation is not permitted. Where metal wall panels are the exposed exterior finish, factory-formed steel wall panel assemblies with integral foam-insulation cores wall panels are required.

Cold-formed metal wall panels (non insulated core) are not permitted.

5.4.7.2.1 Ceramic Insulation Coatings are permitted to be used to contribute to the thermal performance of the wall systems, including the hangar doors.

The coating must be factory applied and the entire assembly must comply with all of the thermal performance requirements of the mechanical section of this

RFP.

5.4.7.3 Caulking and sealants for all joints, openings, and penetrations shall be specified to conform to the minimum requirements and allowable options within guide specification Section 07 92 00 - JOINT SEALANTS. Fire-stopping shall be specified to conform to the minimum requirements and allowable options within guide specification Section 07 84 00 - FIRESTOPPING.

01 10 10 -42

5.4.7.4 Waterproof membranes will be detailed and specified for toilet rooms, shower rooms, janitor closets, laundries and other rooms and spaces equipped with sinks or toilets located over finished spaces or electrical rooms. Waterproofing shall conform to the minimum requirements and allowable options within guide specification Section 07 13 53 - ELASTOMERIC SHEET WATERPROOFING or Section 07 12 00 – BUILT-UP BITUMINOUS WATERPROOFING.

5.4.7.5 Under-Slab Moisture Control shall be provided to prevent damage to the flooring finishes.

5.4.8 Doors and Windows.

5.4.8.1 Storefront Entrance systems shall be steel framed wide stile systems. Aluminum storefront systems are not permitted. Entrance assemblies including builder’s hardware, side-lites, transoms, and window walls shall be of the same manufacturer and coordinated for appearance, stile and rail sizes, and glazing position with respect to frame section. Glazing gaskets for doors and frames shall be EPDM elastomeric extrusions.