Am-0003_W9128F21R0022.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

W9128F

LAKE CAMPUS, CONSOLIDATED RECREATION FACILITY, SGBP212908 (FY20), OFFUTT AFB, NEBRASKA

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of proposals is 29 APR 2021 at 1200 hours

Government Point of Contact: Melissa Harlon, Contract Specialist, Melissa.R.Harlon@usace.army.mil

U.S.ARMY CORPS OF ENGINEERS, OMAHA DIST

Attn: CONTRACTING DIVISION (CENWO-CT-M)

1616 CAPITOL AVENUE

OMAHA, NE 68102-4901

See Item 6

W9128F21R0022

20-Apr-2021

18-Mar-2021

20-Apr-2021

Am #0003 - 1

Am #0003 - 2 (Continuation SF 30)

20 April 2021 Solicitation No. W9128F 21 R 0022

Date of Issue: 18 MAR 2021 Date of Receiving Proposals: 29 APR 2021

SUBJECT: Amendment No. 0003 to Request for Proposal Solicitation Package for Construction of LAKE CAMPUS, CONSOLIDATED RECREATION FACILITY, SGBP212908.

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. (Descriptive Changes.)

(1) Section 01 32 52.02 24, Page 4, paragraph 1.2.1 “Contractor’s Security Coordinator”, at the end of the paragraph, add the following:

“The Project Manager or Superintendent may also fulfill the role of Contractor's Security Coordinator, if this individual meets all requirements for each position. However, the CQC Manager and CSC cannot be the same person.”

(2) Section 01 33 39.00 10, Page 11, paragraph 2.1.2.1 “Government Furnished BIM”, delete the first sentence and substitute the following:

“The GFM will include Autodesk Revit 2018 files.”

(3) Section 01 35 26, Page 27, paragraph 3.5.3 “Fall Protection for Roofing Work”, item a(1), delete the first sentence and substitute the following:

“For work within 6 feet of an edge, on a roof having a slope less than or equal to 3:12 (vertical to horizontal), protect personnel from falling by use of personal fall arrest/restraint systems, guardrails, or safety nets.”

(4) Section 01 57 20.00 10, Page 12, paragraph 3.1.1 “US Army Corps of Engineers 404 Permit”, delete the second “The repair of...a 404 Permit.” and substitute the following:

“The repair of the bank at the lake, boat ramp and dock will need to be covered under a 404 Permit.”

(5) Section 01 83 00, Page 27, paragraph 1.2.1 “General Requirements”, item a(1), delete the first sentence and substitute the following:

“The Lake Campus is the new construction of a Consolidated Recreation Facility that will be a wood frame building and a MWR-Maintenance Equipment Storage Facility that will be a load bearing concrete masonry unit constructed facility.”

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, Am #0003 - 3 (Continuation SF 30) on the revised specification pages, changes have been identified with highlighting, all portions of the revised specification pages apply regardless of whether changes are shown with highlighting.

Pages or Sections Deleted Pages or Sections Substituted or Added 01 50 00 01 50 00 01 82 00 01 82 00 01 84 00 01 84 00 01 86 13 01 86 13 01 86 26 01 86 26 01 86 29 01 86 29 01 89 00 01 89 00 01 89 00AT3 – HYDRANT FLOW ** (delete attachment)

CALCULATIONS

28 31 76 28 31 76

APPENDIX B – ROOM DATA SHEETS APPENDIX B – ROOM DATA SHEETS

c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border, and reissued with this amendment.

1. SHEET G-005, LOCATIONS AND ACCESS PLAN

2. SHEET CS102, SITE PLAN - SHEET 2 OF 6

3. SHEET CD101, DEMOLITION PLAN - SHEET 1 OF 6

4. SHEET A-201, ELEVATIONS

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.

4. Offers will be received until 12:00 p.m., local time at place of receiving proposals, 29 APR 2021.

Attachments:

Specifications listed in 1.b., above Drawings listed in 1.c., above

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

20 APR 2021

nep/2160

This page was intentionally left blank for duplex printing.

Offutt Flood Recovery - LAKE CAMPUS, Cons Rec Fac - Offutt AFB OF62

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

08/09

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 CONSTRUCTION SITE PLAN

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

2.2.2 Barricades

2.2.3 Temporary Wiring

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Temporary Utilities

3.1.2 Payment for Utility Services

3.1.3 Electricity

3.1.4 Water

3.1.5 Sanitation

3.1.6 Telephone

3.1.7 Obstruction Lighting of Cranes

3.1.8 Fire Protection

3.2 TRAFFIC PROVISIONS

3.2.1 Maintenance of Traffic

3.2.2 Protection of Traffic

3.2.3 Railroad Coordination

3.2.4 Dust Control

3.3 CONTRACTOR'S TEMPORARY FACILITIES

3.3.1 Appearance of Trailers

3.3.2 Maintenance of the Construction Site and Storage Area

3.3.3 Security Provisions

3.3.4 Weather Protection of Temporary Facilities and Stored Materials

3.3.4.1 Building and Site Storm Protection

3.4 CLEANUP

3.5 RESTORATION OF STORAGE AREA

-- End of Section Table of Contents --

SECTION 01 50 00 Page 1Am #0003

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

08/09

PART 1 GENERAL

1.1 SUMMARY

Requirements of this Section apply to, and are a component of, each section of the specifications.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2017) Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

FCCCHR Manual (10th Edition) Manual of Cross-Connection Control

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When

SECTION 01 50 00 Page 2Am #0003 used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submitted the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction site plan; G, RO Traffic control plan; G, RO

1.4 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

The construction site limits are shown on the drawings. Additional locations on-Base for parking, staging, or material storage are not available. Make arrangements and pay costs for any off-Base areas required for these functions.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning of work, provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decisions contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

At contractors expense construct access and haul roads necessary for proper prosecution of the work under this contract. Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic.

The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to

SECTION 01 50 00 Page 3Am #0003 hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.3 Temporary Wiring

Provide temporary wiring in accordance with NFPA 241 and NFPA 70, Article 305-6(b), Assured Equipment Grounding Conductor Program. Include frequent inspection of all equipment and apparatus.

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Temporary Utilities

Provide temporary utilities required for construction. See specification section 01 30 00.24 paragraph titled "Availability of Utility Services".

3.1.2 Payment for Utility Services

a. See specification section 01 30 00.24 paragraph titled "Availability of Utility Services" for more information.

3.1.3 Electricity

Provide connections, sized to provide service required for power and lighting. Locate feeder and branch wiring with area distribution boxes so that power is available throughout the project site by use of power cords. Provide lighting as required for safe and secure operations.

Electricity used will not be furnished by the Government. See specification section 01 30 00.24 paragraph titled "Availability of Utility Services" for more information.

3.1.4 Water

Make connections to existing facilities to provide water for construction purposes. See specification section 01 30 00.24 paragraph titled "Availability of Utility Services" for more information.

3.1.5 Sanitation

Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties and / or fines associated with improper discharge will be the responsibility of the Contractor.

Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system.

Maintain these conveniences at all times without nuisance. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel. See specification section 01 30 00.24 paragraph titled "Availability of Utility Services" for more information.

SECTION 01 50 00 Page 4Am #0003

3.1.6 Telephone

Make arrangements and pay all costs for telephone facilities desired. See specification section 01 30 00.24 paragraph titled "Availability of Utility Services" for more information.

3.1.7 Obstruction Lighting of Cranes

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1. Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.1.8 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.2 TRAFFIC PROVISIONS

3.2.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval. The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Make all notifications and obtain any permits required for modification to traffic movements outside Station's jurisdiction.. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.2.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their

SECTION 01 50 00 Page 5Am #0003 allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

[*Am-3]

3.2.3 Railroad Coordination

The contractor will be required to contact Burlington Northern Santa Fe Railroad (BNSF) to arrange for flagmen for any work within 25 feet of rail lines. [**Am-3]

3.2.4 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Treat dust abatement on access roads with applications of calcium chloride, water sprinklers, or similar methods or treatment.

3.3 CONTRACTOR'S TEMPORARY FACILITIES

3.3.1 Appearance of Trailers

a. Trailers utilized by the Contractor for administrative or material storage purposes must present a clean and neat exterior appearance and be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on installation property.

b. Paint using suitable paint and maintain the temporary facilities.

Failure to do so will be sufficient reason to require their removal.

3.3.2 Maintenance of the Construction Site and Storage Area

Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles; gravel gradation will be at the Contractor's discretion. Mow and maintain grass/weeds located within the boundaries of the construction site to a height of less than 3 inches for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly. Remove snow and ice from all walkways, sidewalks, roads and active construction areas to maintain safety and site accessibility. Snow and ice need not be removed from areas where safety is not a concern or accessibility is not required as directed by the COR.

3.3.3 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor will be responsible for the security of its own equipment.

3.3.4 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building

SECTION 01 50 00 Page 6Am #0003

[*Am-3]

3.2.3 Railroad Coordination

The contractor will be required to contact Burlington Northern Santa Fe Railroad (BNSF) to arrange for flagmen for any work within 25 feet of rail lines. [**Am-3] from damage. All stored materials shall be kept off of the ground and stored as directed by the manufacturer.

3.3.4.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

3.4 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store within the fenced area described above or at the supplemental storage area any materials resulting from demolition activities which are salvageable. Neatly stack stored materials not in trailers, whether new or salvaged.

3.5 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletinboard, signs, barricades, haulroads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor.

Restore to the original or better condition, areas used by the Contractor for the storage of equipment or material, or other use. Gravel used to traverse grassed areas must be removed and the area restored to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00 Page 7Am #0003

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

1.2.7 Nursing Mothers

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 [*Am-2] <text deleted>Commissioning[**AM-02]

PART 2 PRODUCTS

2.1 MATERIAL SELECTION CRITERIA

2.2 EXTERIOR WALLS

2.2.1 Cast-In-Place Concrete

2.2.2 Wood Framed Construction

2.2.3 Concrete Masonry Units

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 Storefronts

2.4.1.3 Thresholds

2.4.2 Interior Doors

2.4.3 Fire Doors

2.4.4 Hardware

2.4.4.1 Door Closers

2.4.4.2 Keyed Access Entry

SECTION 01 82 00 Page 1Am #0003

2.4.5 Knox Box

2.4.6 Sectional Overhead Doors

2.5 STOREFRONTS

2.6 WINDOWS

2.7 INTERIOR FINISHES

2.7.1 Gypsum Board Assemblies

2.7.2 Gypsum Board Ceilings

2.7.3 Acoustical Ceiling Tiles

2.7.4 [*Am-3]Exposed Overhead Structure, Structural Elements and

Ceilings, and Other Overhead Elements[**Am-3]

2.8 INFORMATION SPECIALTIES

2.8.1 Bulletin Boards/Tackboards

2.8.2 Wall-mount Television and Monitor Bracket

2.8.3 Projection Screens

2.8.4 Projector Mounts

2.9 COMPARTMENTS AND CUBICLES

2.9.1 Toilet Compartments

2.9.2 Urinal Screens

2.9.3 Solid Surface Shower Enclosures and Base

2.10 TOILET ACCESSORIES

2.11 SAFETY SPECIALTIES

2.11.1 Defibrillator Cabinets

2.12 EXTERIOR SPECIALTIES

2.12.1 Exterior Building Signage

2.13 FURNISHINGS AND ACCESSORIES

2.13.1 Entrance Floor Mats

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 82 00 Page 2Am #0003

[*Am-3]Exposed Overhead Structure, Structural Elements and Ceilings, and Other Overhead Elements[**Am-3]

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.

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 (2003; R2008) 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 3-110-03 (2012; with Change 4, 2019) Roofing

UFC 3-120-01 (2014; with Change 3, 2017) Design: Sign Standard

UFC 3-600-01 (2016, with Change 5, 2020) Design: Fire Protection Engineering for Facilities

UFC 4-010-01 (2018; with Change 1, 2020) DoD Minimum Antiterrorism Standards for Buildings

UFC 4-440-01 (2014; with Change 1, 2019) Warehouses and Storage Facilities

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

SECTION 01 82 00 Page 3Am #0003

U.S. AIR FORCE (USAF)

AFGM2019-36-02 (2019) Air Force Guidance Memorandum (AFGM) Establishing Requirement of Lactation Rooms For Nursing Mothers

AFI 31-101 (2015) Integrated Defense

AFMAN 32-1084 (2012) Facility Requirements

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

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

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

NFPA 101 (2018; TIA 18-1; TIA 18-2; TIA 18-3) Life Safety Code

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

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

NFPA 286 (2019) Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth

SECTION 01 82 00 Page 4Am #0003

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 facilities and site, excluding the 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

The Consolidated Recreation Facility building shall include design provisions meeting the requirements of UFC 4-010-01 - DoD Minimum Antiterrorism Standards for Buildings. This includes, but is not limited to, minimum setbacks from parking areas and access drives, glazing and blast resistance requirements; visual screening; HVAC intake louver locations; and other protective features as outlined in the UFC.

SECTION 01 82 00 Page 5Am #0003

1.2.6 Fire Protection and Life Safety

Fire separation walls and egress from the facilities shall meet or exceed the requirements of NFPA 101 - Life Safety Code. The Consolidated Recreation 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 the facilities with semi-recessed fire extinguisher cabinets in finished spaces and fire extinguisher brackets complying with UFC 3-600-01, NFPA 10 and NFPA 101. Provide fire extinguisher brackets in utilitarian spaces that are unfinished such as mechanical and electrical rooms, and provide fire extinguisher cabinets in all other spaces.

Fire extinguishers are included in the FF&E bid option.

1.2.7 Nursing Mothers

Provide accommodations for nursing mothers and procedures for women's health by providing a secure, private, designated, and sanitary room (Lactation Room) in accordance with the requirements of AFGM2019-36-02.

1.3 TYPE AND METHOD OF CONSTRUCTION

These facilities 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 facilities is defined in Section 01 86 13 FIRE PROTECTION REQUIREMENTS. Construction "Type V" as a minimum shall be used for the Consolidated Recreation Facility[*Am-2] and [**Am-2] for the MWR-Maintenance Equipment Storage facility. [*Am-2] The MWR-Maintenance Equipment Storage facility shall use the materials indicated herein. [**Am-2] 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. These arrangements have 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 U.S. Army Corps of Engineers Omaha District, Design Branch, Architectural and Interior Design Section, the contracting officer (COR), and with concurrence by the Air Force and AFCEC through the contracting officer.

The maximum gross square footages for the facilities are as follows:

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Consolidated Recreation Facility - 10,120 square feet.

MWR-Maintenance Equipment Storage Facility - 2,900 square feet.

Canopies are calculated at 1/2 scope. Entrance canopies that are physically attached and an extension of the roof are calculated as 1/2 scope.

Net square footages are 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 the overall maximum gross square footage shall not be exceeded.

1.4.2 Demolition Requirements

A total of three (3) buildings will be demolished as a part of this project. The buildings are identified as Buildings #B803, #B809, and #B819. All of these buildings were damaged beyond repair by flooding. The contractor shall demolish these facilities in their entirety to include foundations and footings.

A hazardous material survey is included as a part of this RFP.

The existing facilities have the potential to be contaminated with mold, lead based paint, and possibly asbestos containing materials (ACM). The contractor shall remediate contaminated portions of the buildings and properly dispose of any and all hazardous materials as a part of the demolition process. Contaminated soil that is disturbed as a part of the demolition process shall also be remediated. Care shall be take to limit disturbance of the surrounding site during demolition activities to reduce the amount of soil required to be remediated.

For information only As-Built drawings of the facilities to be demolished have been compiled into a .zip archive and are included with this RFP as an appendix.

1.4.3 New Construction Requirements

See the Room Data Sheets appendix for information on room by room requirements. Additional requirements are found herein with additional information on the bridging drawings. If conflicts occur, the Room Data Sheet appendix requirements override requirements listed. Referenced UFCs, and other standard design criteria documents shall preside. Otherwise, requirements found in Room Data Sheets appendix and referenced criteria all apply.

The contractor shall meet the minimum building envelope energy performance values of ASHRAE 90.1 - IP as referenced in the applicable UFCs and criteria. The contractor shall insulate the buildings as necessary to meet these required values. The contractor shall also meet the minimum energy reduction requirements as listed in Federal mandates.

Construct building canopies at the building entrances as shown on the RFP drawings.

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Roof top mechanical equipment is not permitted. Fall protection systems at the roof level are not required.

Provide permanently attach exterior building number signage on two faces of each building indicating the assigned building number or address. One building number sign shall be located near the main entry on the "plan south" side of the building and the other shall be located near the secondary entrance on the "plane east" side of the building. Also provide a sign with a similar size near the Mechanical Room which indicates a telephone number and an emergency contact. The signs shall generally be installed at an elevation that is not lower than the top of the exterior doors, below the overhangs, and at locations providing the greatest visibility. Building number signage shall conform to Offutt AFB signage standards. Coordinate final locations, building numbers, and emergency telephone number and message with the Contracting Officer.

Provide snow guards at the roof above the doors, when doors are located downslope of roof surfaces without parapets and are not protected by canopies. Provide prismatic square style snow guards, as opposed to continuous rail style snow guards. Provide snow guards on standing seam metal roofs above doors not protected by canopies.

Provide steel bollards filled with concrete as shown on drawings. Bollards shall be encased in concrete below grade, as opposed to being surface mounted to the pavement. Paint bollards safety yellow.

Provide overhead sectional doors at the MWR Maintenance Equipment Storage Building and with vision glazing at eye height.

The contractor shall coordinate with the building users through the Contracting Officer to confirm door lite sizes and locations. Provide exterior entry, inner vestibule doors, and doors to the patio with fully glazed doors. Interior doors at vestibules shall have lite configurations that match the exterior doors at vestibules. Provide office doors with narrow lites. Provide dining - event space with narrow lite doors.

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. The elevations as shown on the bridging documents serve as a baseline aesthetic. The contractor shall further develop and refine the elevations and design.Coordinate with the Contracting Officer for approval of material aesthetics.

Specific exterior material palettes for each building are listed below.

Colors listed are for reference only, and are not meant to be proprietary.

Consolidated Recreation Facility

1. Vertical Metal Wall panels - PAC-CLAD Colonial Red

2. Horizontal Cementitious Wall siding - James Hardie - Arctic White

3. Segmented Block Retaining Wall - match Belair Harvest Blend/Belgard

4. Metal Canopies - PAC-CLAD Colonial Red -

5. Window Frames - Clear Anodized

6. Hollow Metal Door and Frames - PAC-CLAD Silver Metallic

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7. Storefront doors and frame - Clear Anodized Aluminum

8. Concrete Retaining Walls - Natural Gray

9. Metal Handrails, Guardrails, and Removable Section - Clear Anodized Aluminum

10. Standing Seam Metal Roofing - PAC-CLAD Colonial Red

11. Glass - Solar Gray/Vitro

MWR Maintenance Equipment Facility

1. Vertical Metal Wall panels - PAC-CLAD Colonial Red

2. Concrete Masonry Units - match Split Face - Monument White/Franklin Stone

3. Standing Seam Metal Roofing - PAC-CLAD Colonial Red

4. Hollow Metal Doors and Frames - PAC-CLAD Silver Metallic

5. Window Frames - Clear Anodized

6. Overhead Sectional Doors and frame - PAC-CLAD Silver Metallic

7. Bollards - Safety Yellow

8. Glass - Solar Gray/Vitro

1.4.3.2 Exterior Envelope

All buildings that make up the Lake Campus share some similarities in the material palette.

The Consolidated Recreation Facility utilizes both horizontal cementitious siding panels and vertical metal wall panels at the gable ends matching the roof as a primary envelope material. Concrete foundation and retaining walls along with segmented block retaining walls are provided as base and an accent material on all faces of the building. Roofing is a colonial red standing seam metal roofing. Soffits are factory finished commercial metal soffit assembly.

The MWR Maintenance Equipment Facility utilizes both off-white colored concrete masonry units and vertical metal wall panels matching the roof at the gable ends as a primary envelope material. Roofing is a colonial red standing seam metal roofing.

Reference bridging documents drawings for locations of envelope materials.

1.4.3.3 Room Finishes

See Room Finish Schedule on bridging documents drawings for Room Finish Information. For colors and additional finish requirements see, Section

01 84 00 INTERIOR DESIGN REQUIREMENTS.

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 around equipment rooms shall be insulated or isolated to the minimum STC 42 levels. [*Am-2] The exterior enclosure of the Consolidated Recreation Facility will be constructed to attenuate noise from the adjacent flight line as addressed in the Base's 1998 Air Installation Compatible Use Zone (ACIUZ) Program.

[**Am-2]

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1.4.3.5 Security and Access Control

Conventional security measures, such as keyed door locking hardware, shall be incorporated into the facility's design. All shower rooms and the laundry room accessed from the exterior of the building shall be provided with mechanical push button coded locksets.

1.4.3.6 Sustainability and Energy Performance

1.4.3.6.1 Air Barrier

An air barrier [*AM-2] assembly [**AM-2] shall be designed, installed, and tested following the requirements in UFC 1-200-02 and UFC 3-101-01 for the Consolidated Recreation Facility. [*Am-2]An air barrier assembly shall be designed, installed, and visually inspected for compliance following the requirements in UFC 1-200-02 and UFC 3-101-01 for the MWR Maintenance Equipment Storage Facility [**Am-2]. 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 [*Am-2] and locations identified herein [**Am-2] 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 for all facilities. 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 [*Am-2] <text deleted>Commissioning[**AM-02]

Apply [*Am-2] <text deleted> [*Am-2] commissioning principles and [*Am-2] <text deleted> [**Am-2] commission the [*Am-2] systems as identified in Sections 01 86 10, 01 86 13, 01 86 26, and 01 86 29 for the [**Am-2] Consolidated Recreation facility [*Am-2] and the MWR Maintenance Equipment Storage Facility [**Am-2], in compliance with [*Am-2]the specified requirements[**Am-2].

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 Cast-In-Place Concrete

For the Consolidated Recreation Facility, provide cast-in-place concrete foundation walls with natural gray concrete color, and configurations necessary to mimic the aesthetics illustrated in the bridging documents.

The contractor shall utilize concrete foundation wall construction at building perimeter locations and where required for structural features.

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Care shall be taken in detailing to ensure a continuous thermal barrier throughout all [*Am-2] perimeter [**Am-2] concrete foundation wall areas [*Am-2] beneath conditioned areas [**Am-2] . Areas of thermal bridging shall be reduced or eliminated to the greatest extent practicable by providing a continuous perimeter insulation envelope on the interior side of the [*Am-2] perimeter [**Am-2] foundation wall[*Am-2]s beneath conditioned areas [**Am-2]. The insulation envelope at the foundation wall shall be continuous and integrated with the the wall construction for the first floor to eliminate thermal bridging. Insulation at openings, joints, penetrations, and boundaries in the concrete foundation walls may be tapered near openings, but must maintain a continuous thermal barrier.

Exterior exposed finish shall be smooth natural concrete as indicated on the drawings.

2.2.2 Wood Framed Construction

For the Consolidated Recreation Facility, provide wood framed exterior walls with painted interior gypsum wallboard finish, continuous vapor retarder membrane, [*Am-2] R13 + R7.5 ci(continuous insulation) or R-20 [**Am-2] insulation, [*Am-2]( or provide R-values for the wall assemblies as required by the applciable UFC criteria)[**Am-2]continuous air barrier membrane, sheathing, and cementitious exterior siding. The contractor shall utilize wood framed wall construction at the building perimeter locations and where required for structural features. Care shall be taken in detailing to ensure a continuous thermal barrier throughout all wall areas. Areas of thermal bridging shall be reduced or eliminated to the greatest extent practicable by providing a continuous insulation envelope within the wall. The insulation envelope shall be continuous and integrated with the the foundation wall construction and to eliminate thermal bridging. Insulation at openings, joints, penetrations, and boundaries in the wood framed walls may be tapered near openings, but must maintain a continuous thermal barrier. Exterior exposed finish shall be as indicated on the drawings. Provide termite treatment of the ground as required in specification section 01 89 00.

2.2.3 Concrete Masonry Units

For the MWR-Maintenance Equipment Storage Facility, provide architectural concrete split face masonry unit (CMU) walls in sizes, colors, and configurations necessary to mimic the aesthetic illustrated in the bridging documents and as indicated herein. The contractor shall utilize masonry cavity wall construction at building perimeter locations where thermal insulation is of primary importance. [*Am-2] Provide R-values for the wall assemblies as required by the applciable UFC criteria.[**Am-2] Care shall be taken in detailing to ensure a continuous thermal barrier throughout all masonry cavity wall areas. Areas of CMU webbing or thermal bridging of materials shall be reduced or eliminated to the greatest extent practicable by the contractor. Non-conductive, non-composite wythe connectors shall be used. Insulation at openings, joints, and boundaries in the CMU walls may be tapered near openings, but must maintain a continuous thermal barrier. Interior CMU walls if used may be single wythe as applicable. Exterior exposed finish shall be as indicated on the drawings.

2.3 ROOFS

2.3.1 Structural Standing Seam Metal Roof

Roofing shall be non-combustible structural standing seam metal roofing

SECTION 01 82 00 Page 11Am #0003 designed in accordance with ASTM E1514. The standing seam metal roof assembly shall be designed to resist wind uplift loads [*Am-2] at wind speeds [**Am-2] 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 [*Am-2] and doors [**Am-2], and pedestrian walkways, where due to the roof layout, there is the potential for moisture runoff (snow, water or ice) at roof edges. Roof slope shall not be less than [*Am-2]3:12[**Am-2]. 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. The roof shall be a cool roof with an Solar Reflectance Index (SRI) value of 29 minimum. [*Am-2] Provide R-values for the roof assemblies as required by the applciable UFC criteria.[**Am-2]

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 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,…