Am_0003.pdf

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 or (c) By separate letter or electronic communication 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 you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

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

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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 (Number, 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)

Previous edition unusable

Amendment No.0003 W9128F

MUNITIONS MAINTENANCE AND INSPECTION FACILITY, PN JFSD201120

GRAND FORKS AFB, ND

See attached documentation for content of the amendment revisions to solicitation.

Date for receipt of proposals is 12 APR 2021 at 1400 hours

Government Point of Contact: Jessica Merrill, Contract Specialist, Jessica.L.Merrill@usace.army.mil_

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Item 6

W9128F-21-R-0044

04/05/2021

02/26/2021

04/05/2021

Am #0003 - 2 (Continuation of SF 30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers

1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F-21-R-0025 :all amendments may cause rejec-:

:tion of the bid. See FAR : Date of Issue: 26 FEB 2021 :52.214-3 of Section 00 21 00. : Date of Opening:

12 APR 2021

Amendment No. 0003

5 APR 2021

SUBJECT: Amendment No. 0003 to Specifications and Drawings for Design and Construction of MUNITIONS MAINTENANCE AND INSPECTION FACILITY AT GRAND FORKS

AFB, ND

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages as noted below. The substituted pages are revised and reissued with this amendment. Sections marked with asterisks have changes tracked. All language shall apply regardless of the accuracy of this tracking effort.

Pages Deleted Pages Substituted or Added 01 81 00 01 81 00 01 82 00 01 82 00 01 86 13 01 86 13 02 41 00 02 41 00 Appendix B Appendix B*

2. This amendment is a part of the bidding papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the specifications remain unchanged.

3. Bids will be received until 2:00 p.m., local time at place of bid opening, 12 APR 2021.

Attachments:

Specification Pages listed in 1.a., above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

5 APR 2021

jlb/2099

Munitions Maintenance and Inspection Facility PN JFSD201120 (FY20 GFB3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 81 00

SUMMARY OF THE WORK

05/18

PART 1 GENERAL

1.1 REFERENCES

1.2 DESIGN AND CONSTRUCTION OBJECTIVES

1.3 PROJECT SCOPE

1.3.1 Facility Functions

1.3.2 Site and Infrastructure Functions

1.3.3 Project Site

1.4 DESIGN AND CONSTRUCTION REQUIREMENTS

1.4.1 Changes to RFP Criteria Requirements

1.4.2 Codes and Criteria

1.4.3 Phasing of Work, Security, and Construction Staging

1.4.4 Sustainability

1.4.4.1 Criteria

1.4.4.2 Total Building Commissioning

1.4.4.3 Cybersecurity

1.4.4.4 Third Party Certification/Validation

1.4.5 Bridging Documents

1.4.6 Design and Construction Measurement Units

1.4.7 Personnel Qualifications and Experience

1.4.8 Design and Construction Deliverables

1.4.9 Advanced Modeling and Facility Data Requirements

1.4.10 Operations and Maintenance Requirements

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 81 00 Page 1

Am_0003

SECTION 01 81 00

SUMMARY OF THE WORK

05/18

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the design. Where a date is not specified, the most current edition of the code or standard in effect, including errata and addenda available at the RFP proposal submission deadline shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2019) DoD Building Code (General Building Requirements)

UFC 1-200-02 (2016, with Change 4, 2019) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2011; with Change 5, 2019) Architecture

UFC 3-210-10 (2015; with Change 1, 2016) Low Impact Development

UFC 4-010-06 (2016; with Change 1, 2017) Cybersecurity of Facility-Related Control Systems

1.2 DESIGN AND CONSTRUCTION OBJECTIVES

The design and construction of the Munititions Maintenance and Inspection Facility and associated site features under this Contract shall comply with specifications and requirements contained in this Request for Proposal (RFP). Requirements emphasize low maintenance exterior and interior finishes as well as high energy efficiency. This project shall comply with the UFC 1-200-01 High Performance and Sustainable Building Requirements.

The floor plans and elevations provided in this RFP are conceptual and establish the general requirements for square foot area, functional arrangement of rooms and spaces, exterior treatments and the overall unit configuration. During the design stages, the contractor shall make necessary adjustments to ensure constructability and compliance with the RFP criteria and requirements. The plans and elevations do not indicate all necessary construction requirements or components; the RFP describes associated technical, performance and system requirements. Design and construction shall be in accordance with all applicable industry, [*AM-03] [**AM-03] and Air Force criteria, and the requirements of this RFP.

Design Quality Objective: The project objective is to obtain facilities to accommodate 251 SM (2,700 SF) of fully-enclosed operations, SECTION 01 81 00 Page 2 administrative and utility spaces - along with complementary site development within the funds available. Design quality is achieved through the integration of the facility to the site, balancing architecture features, functionality and design for low-cost maintenance and operation. The Government desires to construct facilities of such quality that the foundations, foundation walls, footings, slabs and other foundation components last for a life of 50 years without structural damage, due to expansive soils or other geologic conditions, to the foundation or structures that the foundation supports.

It is desired that all equipment and products be easy to service, maintain, repair, and replace. All products or equipment shall follow industry standards. In extenuating circumstances, the use of special designed or manufactured items may be allowed, but they shall be submitted to theGovernment for review and written approval prior to production, order or manufacture.

Scope of Work:

The following scope of work descriptions reflect the Contract Pricing Schedule found in 00 10 00 CONTRACT LINE ITEM PRICING SCHEDULE.

The proposal documents shall include adequate information to enable the Government to adequately evaluate the proposal for understanding and compliance with the entire scope of work. See Section 00 22 00 PROPOSAL INSTRUCTIONS, SUBMISSION REQUIREMENTS AND EVALUATION for complete requirements.

Project architectural features included but are not limited to concrete masonry units,insulated metal panel, stud backup wall construction, insulation, doors, windows/curtainwall, building hardware, gypsum wallboard, paint, wall coverings, cabinets, carpets, tile, acoustical ceiling tile, toilets, lavatories and accessories. Mechanical work includes but is not limited to construction of complete HVAC system(s) for the new facility, boilers and chillers, HVAC equipment and all associated controls, plumbing, EMCS/DDC and fire protection systems, lightning protection systems, complete cathodic protection system utilizing sacrificial anodes. Interior electrical includes panel boards, lighting fixtures, and general building power requirements. Communications work includes but is not limited to fiber optic and voice/data cabling including pre-wiring keyless access, CATV, security systems infrastructure, mass notification system and paging system.

Demolition of the existing Munitions Maintenance and Inspection building, number B737, will be required upon completion of construction of the new facility. See 02 41 00 DEMOLITION and the bridging documents for additional requirements.

1.3 PROJECT SCOPE

The facility is a single story building with two seraperate portions serving different aspects of the munitions maintenance and inspection mission. There is a high-bay portion for physical operations involving munitions maintenance and inspection, and a supprt portion which serves the administrative functions related to munititions maintenance and inspection.

The total building area shall not exceed 2,700 SF. The high bay portion of the facility shall represent approximately 40 percent of the total and the administrative portion (including utilities) shall represent approximately 60% of the total floor area. The project also inlcludes site improvements

SECTION 01 81 00 Page 3 with the addition of a holding pad for munitions maintenance.

1.3.1 Facility Functions

The high-bay portion shall be constructed with opposing 16' x 16' overhead sectional doors for drive-thru capabilities. The highbay portion will be seperated from the support portion by a 12" thick CMU wall. The support spaces will include: an entracnce vestibule; an open office with space for three (3) workstations, a copy center, a communications equipment rack, and waiting for area four (4) individuals; Two (2) private offices; a breakroom/lactation room; a mens restroom with one water closet, one urinal, and one lavatory; a womens restroom with one water closet and one lavatory;

And a janitors closet with mop sink. The facility shall also provide utility rooms for all required building services including, but not limited to, fire pump room, mechanical room, and electrical room.

1.3.2 Site and Infrastructure Functions

Site work includes, but is not limited to, all pavements to circulate the site, including entering and exiting the building by vehicles and pedestrians. A parking area will be provided across on the adjacent lot.

1.3.3 Project Site

The project is located at Grand Forks Air Force Base, North Dakota.

Vicinity and location maps can be found in the drawings provided with this

RFP.

See the bridging documents for the proposed project site. The site is constrained by a variety of factors. The contractor shall ensure the facility is designed and constructed in compliance with all site constraints including but not limited to the following: QD arcs stand-off distances,

1.4 DESIGN AND CONSTRUCTION REQUIREMENTS

1.4.1 Changes to RFP Criteria Requirements

This Request for Proposal provides requirements expected of the Design-Build Contractor during the design and construction of this project.

The RFP bridging documents present an overall design concept of the project; provide useful project information; establish some definition of the systems to be used; and incorporate requirements expected by the Using Service.

It shall be the responsibility of the Design-Build Contractor to assemble the best-value-priced construction systems for this project that meet or exceed the design criteria set forth herein.

Offerors should not consider changes to RFP criteria requirements during proposal preparation. After contract award, any changes to the RFP criteria requirements require approval by the Contracting Officer.

See Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES for additional requirements.

SECTION 01 81 00 Page 4

NOTE: If there is a conflict between the Grand Forks Architectural Compatibility Standards standard and the RFP criteria, the RFP criteria governs with questions being directed to the Contracting Officer before proceeding.

1.4.2 Codes and Criteria

All pertinent building codes, life safety codes, and reference criteria shall be met or exceeded. This project utilizes the DoD Building Code, as defined by UFC 1-200-01 and its references.

If there is a conflict in requirements, order of precedence shall be as follows,in order of decreasing precedence:

a. Life Safety, as defined by DoD Building Code UFC 1-200-01 and its references

b. RFP Specifications

c. RFP Drawings

d. Non-life safety criteria, as defined by DoD Building Code UFC 1-200-01 and its references

e. Other criteria as listed herein

1.4.3 Phasing of Work, Security, and Construction Staging

The Contractor shall maintain a construction area fence throughout the duration of the contract. See Section 01 89 00 for additional information.

See drawings for construction staging areas.

1.4.4 Sustainability

1.4.4.1 Criteria

This project shall at a minimum incorporate high performance and sustainable site and building features as listed in UFC 1-200-02 HIGH

PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS, UFC 3-210-10 LOW IMPACT

DEVELOPMENT, and UFC 3-101-01 ARCHITECTURE as applicable to the project scope.

1.4.4.2 Total Building Commissioning

Apply total building commissioning principles and fully commission the facility, in compliance with 01 91 00.15 TOTAL BUILDING COMMISSIONING and

UFC 1-200-02 .

1.4.4.3 Cybersecurity

All control systems (including systems separate from an energy management control system) shall be planned, designed, acquired, executed, and maintained in accordance with UFC 4-010-06 , and as required by each individual DoD Service's implementation policy. Systems requiring cybersecurity include, but are not limited to, the following:

a. Fire Alarm/Mass Notification Reporting System(s)

b. Building Automation, DDC, and EMCS System(s)

c. Building Lighting System(s) (if networked)

d. Building Electrical System(s)

e. Building Telecommunication System(s)

f. Utility Metering System(s) (advanced meters, AMI, etc.)

SECTION 01 81 00 Page 5

g. Any other building system or component installed which may be networked or is provided with Ethernet, USB, or other ports or analog or digital connections to or through which connections to another electronic device may occur.

See Sections 01 86 10 MECHANICAL REQUIREMENTS, 01 86 26 ELECTRICAL REQUIREMENTS, 01 86 29 COMMUNICATIONS REQUIREMENTS and UFC 4-010-06 for additional requirements.

1.4.4.4 Third Party Certification/Validation

Third Party Certification indicated in the UFC is not required for the project. However, the contractor shall update the Army MILCON Sustainability Requirements Score Sheet (HPSB Compliance) throughout the design and construction. The contractor shall provide updated copies of the document as deliverables for each design phase, as well as constantly update the doucment throughout construction, available for viewing on request. Provide a final updated document as a project closeout deliverable. The HPSB template is attached to this RFP.

[*AM-03][**AM-03]

1.4.5 Bridging Documents

Conceptual drawings of the site plans, floor plans, and elevations are included for use in developing this design. For information only as-built drawings are included as an appendix. Room data sheets with minimum space and space-type requirements have also been attached as an appendix.

1.4.6 Design and Construction Measurement Units

Design, products, and construction for the project shall be accomplished using English units of measurement. All measurement in the technical specifications sections shall be shown in English.

1.4.7 Personnel Qualifications and Experience

Design and construction personnel qualifications and experience shall be per the requirements of ection 00 22 00 PROPOSAL INSTRUCTIONS, SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND BASIS OF AWARD and Section

01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.4.8 Design and Construction Deliverables

See Section 01 33 00.32, DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.4.9 Advanced Modeling and Facility Data Requirements

The contractor shall design and construct this project by leveraging BIM, CIM and electronic facility data to the greatest extent practical under the scope of this project. See 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS for minimum project requirements. This project also requires the development and turnover of electronic facility data (via a Facility Data Workbook (FDW)) to the Government. See

01 78 24.00 10 FACILITY DATA REQUIREMENTS.

SECTION 01 81 00 Page 6

1.4.10 Operations and Maintenance Requirements

See Section 01 78 23 OPERATION AND MAINTENANCE DATA for requirements.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 81 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

05/18

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL DESIGN REQUIREMENTS

1.2.1 Applicable Codes and Criteria

1.2.2 Technical Specifications

1.2.3 Handicapped Accessibility

1.2.4 Occupational Safety and Health

1.2.5 Antiterrorism/Force Protection

1.2.6 Fire Protection and Life Safety

1.3 TYPE AND METHOD OF CONSTRUCTION

1.4 FUNCTIONAL BUILDING REQUIREMENTS

1.4.1 Space and Square Footage Allocation

1.4.2 Demolition Requirements

1.4.3 New Construction Requirements

1.4.3.1 Desired Image and Architectural Compatibility

1.4.3.2 Exterior Envelope

1.4.3.3 Room Finishes

1.4.3.4 Sound and Vibration Control

1.4.3.5 Security and Access Control

1.4.3.6 Sustainability and Energy Performance

1.4.3.6.1 Air Barrier

1.4.3.6.2 Building Envelope Energy Performance

1.4.3.6.3 Daylighting

1.4.3.6.4 Total Building Commissioning

PART 2 PRODUCTS

2.1 MATERIAL SELECTION CRITERIA

2.2 EXTERIOR WALLS

2.2.1 Concrete Masonry Units

2.2.1.1 Kinds and Shapes

2.2.2 Insulated Metal Panel

2.2.2.1 Kinds and Shapes

2.3 ROOFS

2.3.1 Structural Standing Seam Metal Roof

2.3.2 Roof Warranties

2.4 DOORS AND FRAMES

2.4.1 Exterior Doors

2.4.1.1 Exterior Hollow Metal Doors

2.4.1.2 Doors in Curtainwalls/Storefronts

2.4.1.3 Thresholds

2.4.2 Interior Doors

2.4.2.1 Interior Acoustic Rated Doors

2.4.3 Fire Doors

2.4.4 Hardware

SECTION 01 82 00 Page 1

2.4.4.1 Door Closers

2.4.4.2 Keyed Access Entry Control Systems

2.4.4.3 Keyless Access Rough-In

2.4.5 Knox Box

2.4.6 Sectional Overhead Doors

2.5 CURTAINWALL/STOREFRONTS

2.6 WINDOWS

2.6.1 Exterior Sun Control Devices

2.7 [Enter Appropriate Subpart Title Here]

2.8 Fluid-Applied Membrane Air Barrier Water Barriers

2.9 Closed-Cell Spray Polyurethane Foam Insulation

2.10 INTERIOR FINISHES

2.10.1 Gypsum Board Assemblies

2.10.2 Gypsum Board Ceilings

2.10.3 Acoustical Ceiling Tiles

2.10.4 Exposed Structural Ceilings

2.10.5 ACCESS DOORS AND PANELS

2.10.5.1 WINDOW HEAD/JAMB/STOOLS

2.10.5.2 CABINETRY AND CASEWORK

2.10.6 Concrete Masonry Units

2.11 INFORMATION SPECIALTIES

2.11.1 Bulletin Boards/Tackboards

2.11.2 Wall-mount Television and Monitor Bracket

2.12 COMPARTMENTS AND CUBICLES

2.12.1 Toilet Compartments

2.12.2 Urinal Screens

2.13 TOILET ACCESSORIES

2.14 SAFETY SPECIALTIES

2.14.1 Defibrillator Cabinets

2.15 EXTERIOR SPECIALTIES

2.15.1 Exterior Building Signage

2.16 FURNISHINGS AND ACCESSORIES

2.16.1 Entrance Floor Mats

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 82 00 Page 2

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

05/18

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the architectural design. Where a date is not specified, the most current edition of the code or standard in effect, including errata and addenda available at the RFP proposal submission deadline shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards. For references without a date, use the most current edition.

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

AWI AWS Architectural Woodwork Standards

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FF-L-2740B Federal Specification, Locks, Electromechanical.

FF-L-2890C Federal Specification, Lock Extensions.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 Recommended Specifications for Standard Steel Doors and Frames

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2019) DoD Building Code

UFC 1-200-02 (2016, with Change 4, 2019) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2011; with Change 5, 2019) Architecture

UFC 3-600-01 (2016; with Change 3, 2019) Fire

SECTION 01 82 00 Page 3

Protection Engineering for Facilities

UFC 4-010-01 (2018) DoD Minimum Antiterrorism Standards for Buildings

DoD ABA Memorandum (2008) Dod Memorandum - Access for People with Disabilities

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASTM INTERNATIONAL (ASTM)

ASTM E1514 (1998; R 2011) Standard Specification for Structural Standing Seam Steel Roof Panel Systems

ASTM E84 (2018a) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E1264 (2014) Acoustical Ceiling Products

ASTM C1396/C1396M (2017) Standard Specification for Gypsum Board

ASTM C177 Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus

ASTM C518 Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

ASTM C734 (2015) Low-Temperature Flexibility of Latex Sealants After Artificial Weathering

ASTM C834 Standard Specification for Latex Sealants

ASTM C919 (2012; R 2017) Standard Practice for Use of Sealants in Acoustical Applications

ASTM C920 Standard Specification for Elastomeric Joint Sealants

ASTM C1330 Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-Applied Sealants

SECTION 01 82 00 Page 4

ASTM D1622 Apparent Density of Rigid Cellular Plastics

ASTM D2842 Water Absorption of Rigid Cellular Plastics

ASTM D5590 Standard Test Method for Determining the Resistance of Paint Films and Related Coatings to Fungal Defacement by Accelerated Four-Week Agar Plate Assay

ASTM E 1514-98 (1998; R 2011) Standard Specification for Structural Standing Seam Steel Roof Panel Systems

ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E96/E96M Standard Test Methods for Water Vapor Transmission of Materials

ASTM E283 Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E2178 Standard Test Method for Air Permeance of Building Materials

ASTM E2357 Standard Test Method for Determining Air Leakage of Air Barrier Assemblies

CARPET AND RUG INSTITUTE (CRI)

CRI 104 Carpet Installation Standard for Commercial Carpet

[**AM-03]

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

NFPA 101 (2018) Life Safety Code

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

NFPA 275 (2017) Standard Method of Fire Tests for the Evaluation of Thermal Barriers

NFPA 80 (2016; TIA 16-1) Standard for Fire Doors and Other Opening Protectives

NFPA 286 (2019) Standard Methods of Fire Tests

SECTION 01 82 00 Page 5 for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth

NFPA 90A Standard for Installation of Air Conditioning and Ventilation Systems

UNDERWRITERS LABORATORIES (UL)

UL 10C (2016) UL Standard for Safety Positive Pressure Fire Tests of Door Assemblies

1.2 GENERAL DESIGN REQUIREMENTS

1.2.1 Applicable Codes and Criteria

All pertinent building codes, life safety codes, and reference criteria shall be met or exceeded. This project utilizes the DoD Building Code, as defined by UFC 1-200-01 and its references.

1.2.2 Technical Specifications

Government-provided technical guide specifications shall be completely edited and fully coordinated with the drawings to accurately and clearly identify the selected products and installation requirements for this project

Certain specifications and performance requirements, deemed critical to the project, have been included herein. Where requirements are not covered in the guide specifications, specification sections shall be prepared to cover those subjects and shall be in the same format as the guide specifications.

1.2.3 Handicapped Accessibility

Per DoD ABA Memorandum, "It is the goal of the Department of Defense (DoD) to make its facilities accessible to persons with disabilities. To achieve that goal, the Department intends to go beyond the minimum requirements of law. Even if a facility is exempt from coverage under the Architectural Barriers Act of 1968 (ABA), compliance with the standards identified in this memorandum is recommended to the maximum extent that is reasonable and practicable without degrading the facility's military utility."

The facility and site, excluding mechanical, electrical, and telecommunication equipment rooms, shall be designed and constructed to be fully accessible in accordance with the Architectural Barriers Act (

36 CFR 1191 ).

1.2.4 Occupational Safety and Health

Building design shall comply with 29 CFR 1910 Occupational Safety and Health Standards (OSHA) criteria for all items which must be included in the design to ensure safety compliance.

1.2.5 Antiterrorism/Force Protection

This building shall include design provisions meeting the requirements of UFC 4-010-01 - DoD Minimum Antiterrorism Standards for Buildings. This facility meets the standard of "low occupancy" and shall be exempt from

SECTION 01 82 00 Page 6 design provisions as described in the UFC for buildings with such designation [*AM-03] except as indicated herein. [**AM-03]

1.2.6 Fire Protection and Life Safety

Fire separation walls and egress from the facility shall meet or exceed the requirements of NFPA 101 - Life Safety Code. The facility shall be protected by an automatic fire sprinkler system throughout the building.

See Section 01 86 13 FIRE PROTECTION REQUIREMENTS as well as UFC 3-600-01 Fire Protection Engineering for Facilities.

Provide facility with fire extinguisher cabinets and brackets complying with UFC 3-600-01 , NFPA 10 and NFPA 101 . Provide brackets in more utilitarian spaces, and provide cabinets in all other spaces.

1.3 TYPE AND METHOD OF CONSTRUCTION

This facility shall be designed and constructed as permanent construction.

The definition of permanent construction is, "Facilities designed and constructed to serve a life expectancy of more than 50 years, should be energy efficient, and must have finishes, materials, and systems selected for low maintenance and low life-cycle cost." Reference UFC 1-200-02 for additional design criteria.

The overall building occupancy classification for the facility is defined in Section 01 86 13 FIRE PROTECTION REQUIREMENTS. Construction "Type minimum Type IIB" shall be used for the facility. Provide fire protection, separation, and life safety features as necessary for the occupancy and type of construction listed.

1.4 FUNCTIONAL BUILDING REQUIREMENTS

1.4.1 Space and Square Footage Allocation

The building spaces shall be arranged as shown on the drawings provided in this RFP. This arrangement has been arrived at after consultation with the end user and has been determined as the best way to meet the functional needs of the client, in addition to meeting necessary code requirements.

However, other design solutions which slightly modify the furnished solutions may be acceptable, and will be reviewed on their design merits against the furnished criteria. Any changes to the floor plan must be approved by the Corps of Engineers Omaha District Design Branch Architectural Section, and the contracting officer.

The maximum gross square footage of the facility is 2,700 SF. Net square footage is somewhat flexible in most spaces, with adjustments being made as necessary to meet space functional requirements. The layout of the mechanical, electrical, and telecommunications spaces (rooms, allocated floor and wall spaces, and chases) are suggestive and may require wall and ceiling configurations to be slightly altered to conform to equipment requirements. Exterior building dimensions may be adjusted slightly but overall maximum gross square footage shall not be exceeded.

1.4.2 Demolition Requirements

Demolish the existing Munitions Maintenance and Inspection Facility. This is Building 737, which is located at the far northeast corner of the munitions storage area. This facility shall not be demolished until the new Indoor Munitions Maintenance and Inspection Facility has been occupied

SECTION 01 82 00 Page 7 by the user. Demolition shall include the oil water seperator and associated underground storage tank. All demolition shall follow all applicable environmental regulations. The existing VeederRoot underground storage tank monitoring system, including sensors, will remain Grand Forks AFB property. Conduct all demolition necessary to meet all requirements as described in this RFP. Field verify all existing conditions prior to demolition activities. See 02 41 00 DEMOLITION AND DECONSTRUCTION for additional requirements. Construction waste and demolition debris is required to be recycled in accordance with UFC 01-200-02, High Performance Sustainable Buildings. A minimum of 60% of the waste shall be recycled. Waste collection and recycling information shall be provided to the Construction Representative on a monthly basis .

1.4.3 New Construction Requirements

Construct facility in accordance with plans and room data sheet provided.

1.4.3.1 Desired Image and Architectural Compatibility

See the bridging documents for desired concept elevations and aesthetic reference imagery. The final design shall utilize these elevations and references as the basis for developing final building elevations. Specific buildings to reference for aesthetic context include Commercial Gate Inspection Building. Coordinate with the KO for approval of material aesthetics.

1.4.3.2 Exterior Envelope

The building shall have a concrete masonry unit (CMU) exterior up to a wainscot height as indicated in the bridging documents. The CMU shall be {*AM-03] integrally [**AM-03] tan colored burnished block. Color will be selected from manufacturer's full range. Above the CMU wainscot, insulated metal panels in a color in compliance with the installation facility standards shall be provided. Trim colors used for openings and accent metal panel [*AM-03] in compliance with the installation design standards.

[**AM-03]

Reference bridging documents drawings for locations of envelope materials.

1.4.3.3 Room Finishes

[*AM-03] Room finishes shall be as described herein and further developed by the contractor [**AM-03].

1.4.3.4 Sound and Vibration Control

Walls and ceilings shall be designed and constructed to impede transmission of equipment vibrations and other noises between rooms and within a room. Wall construction in this facility shall be insulated or isolated to the minimum levels listed in section 4-8 of UFC 3-101-01 [*AM-03] unless otherwise indicated elswhere in the RFP. [**AM-03]. When spaces with differing values abut one another, the more stringent value shall govern.

Where not otherwise defined, walls separating individual spaces in this project shall be constructed to Sound Transmission Class (STC)-33 requirements. Interior "stub" walls or other walls that do not serve as a means of physically enclosing a space need not be insulated. Walls that are rated STC 42 or higher shall extend to structural deck above.

SECTION 01 82 00 Page 8

1.4.3.5 Security and Access Control

Conventional security measures, such as door locking hardware, shall be incorporated into the facility's design.

Security panels, security equipment, and BMS shall be provided and installed by others. The contractor shall dedicate locations for security panels and equipment in the Telecommunications room. See 01 86 26 ELECTRICAL REQUIREMENTS for additional requirements..

1.4.3.6 Sustainability and Energy Performance

1.4.3.6.1 Air Barrier

An air barrier shall be designed, installed, and tested following the requirements in UFC 1-200-02 and UFC 3-101-01 . Air barrier specifications SECTION 07 27 10.00 10 BUILDING AIR BARRIER SYSTEM and SECTION 07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS are to be edited by the contractor. On design drawings indicate air barrier limits and provide detail drawings and specifications for construction. Mechanical rooms are exempt from testing. All other areas shall be segregated and constructed for required air barrier construction with full blower door testing.

1.4.3.6.2 Building Envelope Energy Performance

The contractor shall meet the minimum building envelope energy performance values of ASHRAE 90.1 - IP . The contractor shall insulate the building as needed to meet these values. The contractor shall also meet the minimum energy reduction requirements as listed in Federal mandates, as outlined in UFC 1-200-02 .

1.4.3.6.3 Daylighting

Provide daylight in spaces to the levels listed in the room data sheets.

[*AM-03] [**AM-03}

1.4.3.6.4 Total Building Commissioning

Apply total building commissioning principles and fully commission the facility, in compliance with 01 91 00.15 TOTAL BUILDING COMMISSIONING and

UFC 1-200-02 .

PART 2 PRODUCTS

2.1 MATERIAL SELECTION CRITERIA

Material selections shall be based upon reducing operation and maintenance costs. All materials shall be easy to clean and resist soiling.

2.2 EXTERIOR WALLS

2.2.1 Concrete Masonry Units

Provide architectural concrete masonry units in sizes, colors, and configurations necessary to mimic the aesthetic illustrated in the bridging documents [*AM-03] and in compliance with the with the

SECTION 01 82 00 Page 9 installation facility standards [**AM-03].

2.2.1.1 Kinds and Shapes

Units shall be modular in size and shall include closer, jamb, header, lintel, and bond beam units and special shapes and sizes to complete the work as indicated. In exposed interior masonry surfaces, units having a bullnose shall be used for vertical external corners except at door, window, and louver jambs. Radius of the bullnose shall be 1 inch. Units used in exposed masonry surfaces shall be "burnished" blocked and shall have a uniform fine to medium texture and a uniform color to match the brick color used in the Commercial Gate Inspection Building.

2.2.2 Insulated Metal Panel

Factory color finished, insulated aluminum metal wall panel system with concealed fastening attachment.

2.2.2.1 Kinds and Shapes

Wall panels shall be continuous, vertically-spanning lengths between control joints indicated in the design drawings, face sheets not less than 24 GA minimum on the exterior and 26 GA on the interior, with a panel thickness of 4 inches and width of 24 inches. Basis of design for panel manufacturer is "MBCI" or "PAC-CLAD".

2.3 ROOFS

2.3.1 Structural Standing Seam Metal Roof

Roofing shall be non-combustible structural standing seam metal roofing designed in accordance with ASTM E1514. The standing seam metal roof assembly shall be designed to resist wind uplift loads of 100 mph in accordance with ASCE 7. Provide gutters and downspouts to drain roof surfaces. Coordinate downspout termination with storm water drainage systems. Provide permanently attached snow and ice guards above entrances, and pedestrian walkways, where due to the roof layout, there is the potential for moisture runoff (snow, water or ice) at roof edges. Install fall protection anchor points on all roofs with a slope greater than 2:12.

For structural standing seam metal roofing, provide the material with 22 gauge minimum steel panels that are textured, ribbed, or striated to minimize possibility of oil canning.

2.3.2 Roof Warranties

The roof manufacturer shall provide a single source, comprehensive 20-year, non-pro-rated, no dollar limit total roof system warranty, including flashing, insulation, and accessories necessary for a watertight, wind, and hail resistant roof system construction. The components of the roofing system shall be products of a single roofing system manufacturer (except in the case the component is an accessory and that type of component is not available through the roofing system manufacturer) as required to provide the specified system warranty. The warranty shall include coverage for sustained wind speed and/or peak wind gusts up to 100 mph, damage from hail up to 1 1/2 inch in diameter, accidental punctures resulting from normal rooftop inspection, maintenance and/or service, and must state that:

a. If within the warranty period the roof system, as installed, becomes non-watertight, shows evidence of moisture intrusion within the

SECTION 01 82 00 Page 10 assembly, splits, tears, cracks, delaminates, separates at the seams, shrinks to the point of bridging or tenting membrane at transitions, or shows evidence of excessive weathering due to wind, hail, defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the roof system assembly and correction of defective workmanship must be the responsibility of the roof membrane manufacturer. The roof membrane manufacturer is responsible for all costs associated with the repair or replacement work.

b. When the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others does not void the warranty.

The roof system installer shall warrant for a period of not less than one

(1) year that the roof system, as installed, is free from defects in installation workmanship, to include the roof membrane, flashing, insulation, accessories, attachments, and sheet metal installation integral to a complete watertight roof system assembly. The warranty must run directly to the Government. The roof system installer is responsible for correction of defective workmanship and replacement of damaged or affected materials. The installer is responsible for all costs associated with the repair or replacement work.

2.4 DOORS AND FRAMES

2.4.1 Exterior Doors

2.4.1.1 Exterior Hollow Metal Doors

All exterior doors not located in storefront/curtainwall assemblies shall be insulated hollow metal and minimum Level 2 performance Level B per SDI/DOOR A250.8 . All door frames shall be welded. No knock-down frames shall be allowed. Minimum thickness for hollow metal doors shall be 1-3/4 inches. Door frames not located under protective overhangs shall have continuous overhead rain drips for the full length of the door opening.

All doors shall include aluminum thresholds and aluminum housed weather seals. Exterior doors and frames shall [*AM-03] be factory primed and [**AM-03]receive a [*AM-03] semi-gloss exterior alkyd [**AM-03]painted finish. Exterior doors shall exceed minimum insulation required in ASHRAE 90.1 - IP . Door frames shall be filled with spray foam insulation.

Interior vestibule doors shall match the type, construction and configuration of their corresponding exterior doors and frames, when possible. Exterior doors and frames shall comply with UFC 4-010-01 .

2.4.1.2 Doors in Curtainwalls/Storefronts

Provide doors with hardware and finishes compatible with Curtainwall and Storefront requirements listed above. Doors in curtainwalls and storefronts shall be fully-glazed. Coordinate door style with other doors in the facility.

2.4.1.3 Thresholds

All exterior thresholds shall be thermally broken and set in a continuous bed of sealant.

SECTION 01 82 00 Page 11

2.4.2 Interior Doors

Interior doors shall be solid core wood veneer unless other requirements dictate otherwise. Doors shall be factory stained and finished and factory prepared for door hardware.

[*AM-03]A[**AM-03]

Door frames shall be welded hollow metal type. Knock-down frames are not allowed. Paint [**AM-03] doors (if applicable) and [**AM-03]frames [*AM-03] with a semigloss High Perfromance Architectural Latex [**AM-03].

Door frames shall be located at a minimum four inches away from perpendicular walls.

2.4.2.1 Interior Acoustic Rated Doors

Doors required to have an STC rating shall be a complete fully tested "assembly" including door, frame, gasketing, threshold, etc. of a single manufacturer, and certified to achieve an STC rating that corresponds to the wall or room it is contained. See the room data sheets for spaces that require higher-rated interior door assemblies.

2.4.3 Fire Doors

Doors shall comply with NFPA 80 . Doors to have a fire resistance rating shall conforming to the requirements of UL 10C or NFPA 252 for the class of door required. 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.

2.4.4 Hardware

Provide Grade 1 door hardware in type and configuration appropriate for the spaces being served. Provide panic hardware on all doors serving the primary building circulation system including all building exits and all doors that separate building circulation spaces and corridors. Use lever handles per ABA for doors that do not have panic hardware. All hardware shall comply with ANSI/BHMA standards for heavy use and for cold-weather durability, shall not contain plastic parts. Provide non-removable security pins on door hinges in exterior building perimeter and as required by referenced criteria. Finish for hardware shall be consistent throughout the facility when practical. Provide stainless steel or satin nickel finish on exposed hardware.

For restrooms, provide a dead bolt lock on the main entry door(s) into the space, so that the entire space can be closed off for maintenance or other access control purposes.

Door Stops (floor mounted, wall mounted, and closer stops) are required at all interior and exterior locations.

All coordination of doors and door hardware is the responsibility of the construction contractor.

Door hardware at exterior double doors shall be coordinated so that any keyless access controls at doors do not hinder the unlocking and opening of doors with keys, as in the case of emergency access.

SECTION 01 82 00 Page 12

2.4.4.1 Door Closers

Automatic door closers shall be used on exterior doors (including all inner and outer sets of vestibule doors), fire doors, and restroom doors.

Doors that receive closers entering open offices and private offices shall be equipped with hold-open devices - when allowed by prevailing codes and criteria. Provide fusible links on applicable fire rated doors with hold-open device.

2.4.4.2 Keyed Access Entry Control Systems

Provide cylinders and cores for all new locksets. Provide cylinders compatible with base core requirements. To meet the Grand Forks AFB master key plan, provide all locksets with Best Lock Corporation), which are removable by a special control key. Factory set the cores with five pin tumblers using the BEST patented keyways. Grand Forks Air Force Base will key all locks. Coordinate additional core requirements with DPW, the O&M contractor locksmith and Installation Physical Security through the KO.

Contractor shall provide temporary construction cores, replaceable by permanent cores. Permanent cylinders/cores shall be forwarded to the Base lock shop, separately from key, by means as directed by the KO. Grand Forks AFB shall replace construction cores with permanent cores.

Access to Mechanical, Electrical and Telecommunications spaces shall be limited to authorized personnel through lockable doors. These rooms shall be keyed independently from the building master system for access by installation maintenance personnel. The telecommunication room door(s) shall be on a different core than other electrical and mechanical areas.

All cores shall include four keys for each interior doors and five keys for each exterior doors and with two master keys for each KNOX box placed at the building location. Furnish a quantity of key blanks equal to 20-percent of the total number of file keys. Stamp all keys with "U.S.

GOVERNMENT DO NOT DUPLICATE". In addition, stamp the keys and cores with the core number. Do not place room number on keys. Turn over all master keys provided to the Fort Carson O&M locksmith for security control through the Contracting Officer's Representative (COR). Inventory and turn over all other keys to the Government for issue to the building occupants through the COR. Provide a key cabinet and control system for all facility keys, including a floor plan cross referenced to all key locations.

Coordinate cabinet mounting location with Contracting Officer.

2.4.4.3 Keyless Access Rough-In

Provide infrastructure (junction boxes with covers, electric strikes, cover plates, conduit, and pull strings) for a future keyless entry control system [*A-M03] [**AM-03]. [*AM-03] Coordiante with the COR for the suture acces control system. [**AM-03]Keyless access infrastructure shall be installed at all primary building entrances (not less than 3) and entering all spaces designated to have keyless access in the room data sheets.

Infrastructure shall extend from the required locations to a [*AM-03] [**AM-03] server rack in the facility telecom rooms. See 01 86 26 ELECTRICAL REQUIREMENTS for detailed requirements. Accommodations shall be made for associated low voltage and communications lines. Grand Forks Air Force Base's entry control specifications will be provided to the Contractor upon Contract Award.

SECTION 01 82 00 Page 13

2.4.5 Knox Box

Provide a Knox Box, series 3200, as manufactured by Knox Company Phoenix, Arizona, in accordance with base requirements at the main entrance and a secondary entrance. Coordinate with base Fire Marshal for location of secondary entrance Knox Box, through the KO.

2.4.6 Sectional Overhead Doors

Provide powered, insulated, sectional overhead doors in the general locations, size, and configuration indicated in the bridging documents.

Overhead doors shall be high-lift sectional configuration as noted on room data sheets.

Provide overhead doors with locking device assemblies which includes cylinder lock, spring-loaded dead bolt, operating handle, cam plate and adjustable locking bars to engage through slots in tracks.

Powered doors shall be operated by electric power with auxiliary hand chain operation. Provide entrapment protection safety device on bottom edge of electrically operated doors. The device shall immediately stop and reverse the door movement during the closing travel upon contact with an obstruction in the door opening or upon failure of any device or component of the control system. Provide for an automatic lock-out on the door closing circuit and provide a manually operable door until the failure or damage has been corrected.

2.5 CURTAINWALL/STOREFRONTS

Curtainwall and storefronts shall be provided in the general size and configuration indicated in the bridging documents. Glazing units shall be tinted, low-E, and insulated. Curtainwall units shall have a U-value (Winter nighttime) of 0.29 or lower.