Attch 3 - 2019_1211 Design-Build RFP B1560 (28 Oct 20).pdf

D/B REQUEST FOR PROPOSAL

AJXF 16-1563

Repair Roof & HVAC Navy Facility, Building 1560 Joint Base Andrews, MD

CONCEPTUAL DESIGN

October 28, 2020

Base Civil Engineering

316 CES/CENM

3710 Fetchet Avenue Joint Base Andrews MD 20762-4803

DB RFP Repair Roof & HVAC Navy Facility B1560 Joint Base Andrews, MD

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TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 10 10 DESIGN REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

APPENDICES

Appendix “A” – Project Drawings Appendix “B” – Hazardous Materials Survey Appendix “C” – Air Force Sustainability Requirements Scoresheet- Not Applicable Appendix “D” – Mechanical Life Cycle Cost Analysis-Not Applicable Appendix “E” – PV System Life Cycle Cost Analysis- Not Applicable Appendix “F” – Base Fire Protection Standards As of 1/22/2018 Appendix “G” – Building 1560 NFPA 780 Appendix “H” – Existing Panel Schedules Appendix “I” – B1560 Roof Warranty

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DB RFP Repair Roof & HVAC Navy Facility, B1560

Section 01 10 10 - 1

SECTION 01 10 10

DESIGN REQUIREMENTS – Repair Roof & HVAC Navy Facility B1560

TABLE OF CONTENTS

PART 1 Project Description

PART 2 Design Requirements

PART 3 General Construction Requirements

PART 4 Geotechnical [NOT USED]

PART 5 Civil/Site/Permit

PART 6 Landscape and Irrigation [NOT USED]

PART 7 Architectural

PART 8 Structural Interior Design (SID), Furniture, Fixtures, and Equipment (FF&E), and Government Furnished Systems

PART 9 Sustainable Design

PART 10 Structural Design Requirements

PART 11 Mechanical (HVAC)

PART 12 Plumbing

PART 13 Fire Suppression

PART 14 Fire Detection, Alarm, and Mass Notification (MNS) System

PART 15 Electrical Systems

PART 16 Corrosion Control and Cathodic Protection [NOT USED]

PART 17 Environmental Considerations

PART 18 Space Requirements [NOT USED]

PART 19 DESIGN CRITERIA DRAWINGS – Provided under separate cover

Section 01 10 10 - 2

PART 1 PROJECT DESCRIPTION

1.1 GENERAL

The Contractor shall design and construct the "Repair Roof & HVAC Navy Facility B1560, Joint Base Andrews, MD" to result in complete and useable facility including all site work and utilities. All work will be designed and constructed in conformance with the RFP Documents.

1.1.1 Building Scope – General Description

This project includes design and construction for the "Repair Roof & HVAC Navy Facility B1560, Joint Base Andrews, MD."

Building 1560 is a three-story building that was originally constructed in 1961 as a dormitory. The facility houses the Naval Communications Security Material System, a 24/7 critical mission that must remain in operation for the duration of the project. The work must be phased so as not to impact mission operations. The building is a controlled/restricted area, and escort will be required for workers without appropriate clearances. Accessibility for disabled employees must be maintained for the duration of the project.

The main goals of this project are the repair of the existing roofing system, replacement of electrical systems, repair and upgrade the mechanical systems, repair of flood damage in the basement, interior renovations of the third floor, and exterior repairs and improvements.

1.2 DESIGN CRITERIA AND BASE STANDARDS

Design criteria is contained within this Request for Proposal including this Specification Section 01 10 10 with additional project requirements provided in the design criteria drawings and the Appendices. This data is intended to guide the completion of the design by establishing the desired character, appearance, and function of the renovation as well as capture and identify additional requirements. The following Appendices are included and shall be used in completing the design of the project.

APPENDICES:

Appendix “A” – Project Drawings Appendix “B” – Hazardous Materials Survey Appendix “C” – Air Force Sustainability Requirements Scoresheet Appendix “D” – Mechanical Life Cycle Cost Analysis Appendix “E” – PV System Life Cycle Cost Analysis Appendix “F” – Base Fire Protection Standards As of 1/22/2018 Appendix “G” – Building 1560 NFPA 780 Appendix “H” – Existing Panel Schedules Appendix “I” – B1560 Roof Warranty

Section 01 10 10 - 3

In addition to the Appendices, the following criteria apply and are included by reference:

a. UFC 4-010-01: Department of Defense Minimum Antiterrorism Standards for Buildings.

b. UFC 4-010-02: Department of Defense Min Standoff Distances for Buildings.

c. U.S. Air Force Environmentally Responsible Facilities Guide.

d. Federal Acquisition Regulation (FAR) Case No. 92-54 requires the Solicitation Package for all construction projects to reflect the government's preference for "acquisition of environmentally sound and energy efficient products and services, and an affirmative procurement program favoring items containing the maximum practicable content of recovered materials".

e. Federal Green Construction Guide for specifiers. This guide can be found at: http://www.wbdg.org/design/greenspec.php

f. UFC 1-200-01: General Building Requirements.

g. UFC 4-021-01: Design and O&M; Mass Notification Systems.

h. Architectural Barriers Act Standards (ABA) with amendments as applicable to DOD.

1.3 AIR FORCE

As the proposed site facilities are part of Joint Base Andrews, Air Force requirements apply to site and building design and construction.

1.4 AIR FORCE CRITERIA

Except as otherwise noted, this project shall be designed in accordance with the Joint Base Andrews architectural compatibility requirements, other Joint Base Andrews requirements, and other Air Force references and publications as applicable to this project. A list of such publications are provided below, but shall not be considered a complete listing of applicable documents. It is the responsibility of the Design Build Contractor (DBC) and Design Build Contractor's Design Team (DB A/E) to obtain and review these documents. The DB A/E shall bring conflicts between the RFP and these criteria to the immediate attention of the Contracting Officer's Representative (COR).

a. AFMAN 32-1084 Facility Requirements Standards.

b. MIL-HDBK-1190, applicable Engineering Technical Letters (ETLs)/ Construction Technical Letters (CTLs).

c. AF Instructions (AFIs):

32-1023 Design and Constructing Military Construction Projects.

32-1024 Standard Facility Requirements

Section 01 10 10 - 4

32-1063 Electrical Power Systems With Change 1 32-1064 Electrical Safe Practices With Change 1 32-1065 Grounding Systems 32-1066 Backflow Prevention Program 32-1067 Water Systems 32-1068 Heating Systems and Unfired Pressure Vessels 32-1069 Gas Supply and Distribution

d. Engineering Technical Letters (ETLs):

ETL 04-3 Design Criteria for Prevention of Mold in Air Force Facilities With Change 1 ETL 90-10 Commissioning of Heating, Ventilating and Air Conditioning Systems Guide Specification ETL 07-4 Air Force Carpet Standard ETL 99-4 Fire Protection Engineering Criteria and Technical Guidance - Emergency Lighting and Marking of Exits ETL 00-1 EPA Guideline Items in Construction and Other Civil Engineering Specifications ETL 02-12 Communications and Information Systems Criteria for Air Force Facilities With Change 1

f. Air Force Systems Security Instruction 7700 - Communications and Information - Emission Security

g. Air Force Systems Security Instruction 7702 30 - Communications and Information - Emission Security

1.4.1 Joint Base Andrews Architectural Compatibility Plan (ACP)

Joint Base Andrews does not have a completed Base Architectural Compatibility Plan; however, all exterior metal components including windows, doors, gutters, downspouts, louvers, flashings and trim shall match existing adjacent buildings.

1.5 UNIFIED FACILITIES CRITERIA

Except as otherwise noted, the project will also be designed in accordance with the latest version of the applicable references and publications listed below. The following criteria can be obtained from the following Internet address: "https://www.wbdg.org". It is the responsibility of the A/E to obtain these documents. The Design Build Contractor shall bring conflicts between the RFP and these UFCs to the immediate attention of the COR.

a. AF Technical Letters (AF-ETLs):

ETL 02-9 Construction Signs ETL 08-6 Development of Surface Drainage Facilities ETL 08-13 Incorporating Sustainable Design and Development and Facility Energy Attributes with Air Force Construction Program.

Section 01 10 10 - 5

ETA 83-1 Design of Control Systems for HVAC.

b. Technical Manuals (TMs):

TM 5-683 Facilities Engineering Electrical Interior Facilities TM 5-684 Facilities Engineering - Electrical Exterior Facilities

c. Unified Facilities Criteria (UFCs):

UFC 1-200-01 DoD Building Code (General Building

Requirements) UFC 1-200-02 High Performance and Sustainable Building Requirements with Change 4 UFC 1-300-02 Unified Facilities Guide Specifications

(UFGS) Format Standard UFC 3-101-01 Architecture UFC 3-110-04 Roofing Maintenance and Repair UFC 3-120-01 Design: Sign Standards UFC 3-120-10 Interior Design UFC 3-190-06 Protective Coatings and Paints UFC 3-301-01 Structural Engineering UFC 3-310-04 Seismic Design for Buildings with Change 1 UFC 3-400-02 Design: Engineering Weather Data UFC 3-401-01 Mechanical Engineering UFC 3-410-01 Heating, Ventilating, and Air Conditioning

Systems UFC 3-410-02 Direct Digital Controls for HVAC and Other

Building Control Systems UFC 3-420-01 Plumbing Systems UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Interior and Exterior Lighting Systems and

Controls UFC 3-550-01 Exterior Electrical Power Distribution UFC 3-560-01 Operation and Maintenance: Electrical

Safety UFC 3-600-01 Fire Protection Engineering for Facilities UFC 3-601-02 Operations and Maintenance: Inspection, Testing, and Maintenance of Fire Protection Systems; download and print Warning Sign(/ccb/DOD/UFC/ufc_3_601_02_System_ Impairment_or_Out_of_Service_Sign.pdf)

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distance for Buildings (FOUO)

UFC 4-010-05 Sensitive Compartmented Information Facilities, Planning and Construction

UFC 4-010-06 Cybersecurity of Facility-Related Control Systems, with Change 1

Section 01 10 10 - 6

UFC 4-020-01 DoD Security Engineering Facilities Planning Manual

UFC 4-021-01 Design and O&M: Mass Notification Systems UFC 4-021-02 Electronic Security Systems UFC 4-211-01 Aircraft Maintenance Hangars UFC 4-610-01 Administrative Facilities

1.6 LIFE SAFETY/BUILDING CODES

The Design Build Contractor (DBC) will provide designs and construction in compliance with the Design Criteria presented herein.

The DBC will fully develop Life Safety plans and analysis for the facility noting compliance with regulations and codes.

1.7 APPLICABLE BUILDING CODES AND STANDARDS

The following codes and standards shall be used for building construction and design. Where there is a conflict between the RFP and building codes, notify the COR immediately. When codes are in conflict, the most stringent shall apply. When referenced Air Force or Unified Facility Criteria provide direction or interpretation of the indicated codes - follow that direction. This list is not intended to be a complete list. All work shall be designed and constructed to meet all applicable state and federal codes, standards and laws. Refer to the technical specifications for other standards and references not listed below.

ABA Architectural Barriers Act Standard AFDS Air Force Design Guide, current edition ANSI American National Standards Institute Standards current editions ASCE American Society of Civil Engineers, Minimum Design

Loads for Buildings and Other Structures, latest edition.

ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers EISA Energy Independence and Security Act of 2007 IBC International Building Code IEBC International Existing Building Code IES Illuminating Engineering Society Lighting Handbook IMC International Mechanical Code, 2012 IPC International Plumbing Code, 2012 NEC National Electrical Code, current edition NEMA National Electrical Manufacturer's Association NESC National Electrical Safety Code current edition NFPA National Fire Protection Association Codes and Standards, current editions UL Underwriter's Laboratories

Section 01 10 10 - 7

1.8 CONFLICTS IN RFP CRITERIA

In the event of conflict or inconsistency between any of the criteria below, precedence shall be given in the following descending order:

(1) Building Codes and Life Safety Codes except as modified by

UFC’s.

(2) RFP Requirements, except as modified by building codes, life safety codes, and UFCs.

(3) UFC Requirements

(4) Air Force Standards

Section 01 10 10 - 8

PART 2 DESIGN REQUIREMENTS

2.1 GENERAL

The Design Build Contractor (DBC) shall prepare complete construction documents for all work to be constructed. The construction documents to be prepared include, but are not limited to construction drawings, specifications, submittals and design analysis and calculations in conformance with this Request for Proposal. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified, or no basis of design is identified, the Contractor shall use materials and equipment as identified in the standard unedited Unified Facilities Guide Specifications (UFGS). If specific materials are not identified in the UFGS then the Contractor will use materials accepted within the construction industry and in compliance with Design Criteria.

2.2 DESIGN

The project shall be designed in accordance with the RFP. The design of the building and the materials selected shall be high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy, and coordination of all designs, drawings, specifications, and other documents or publications upon which the design and construction are based.

2.2.1 Life Safety

The Design/Build Contractor's (DBC's) Designer of Record (DOR) is responsible for conducting a complete analysis of the design using all applicable life safety and building codes, UFCs and other applicable requirements referenced in this RFP in order to provide a fully code and regulation compliant final design. The DBC's DOR shall be solely responsible for interpreting the applicable requirements and providing a code compliant final design approach.

None of the documentation included in this RFP alters the DBC’s DOR responsibilities and liabilities.

In addition to the construction indicated in this RFP, additional smoke/fire rated construction may be required depending on the final design approach proposed by the DOR. Material changes to the design require Government approval prior to acceptance and inclusion into the design.

It is the intent of the RFP to allow the DBC optional approaches to achieving conformance with the requirements of the various life safety related codes and regulations. By submission of an offer to the Government, the DBC acknowledges compliance with the conditions above and that all costs associated with compliance are reflected in the offered proposal.

Section 01 10 10 - 9

Calculated occupant loads shall be shown on the Life Safety plans and shall be per NFPA 101, except as modified by UFC 3-600-01, Table 10- 1, for supplemental occupant loads. Refer to UFC 3-600-01, Section 10-3.2, for maximum occupant load limitations.

Work on this project is generally defined as ‘modification’ and ‘reconstruction’ work per UFC 3-600-01, Chapter 34. Work must conform to the requirements for ‘new construction’ in UFC and NFPA 101.

Comply with UFC 3-600-01, Chapter 34, for phasing of construction and coordination of fire protection and life safety features during construction:

Phasing of construction and demolition operations must be planned so that the integrity of fire-rated separations, smoke-tight boundaries, means of egress, exit enclosures, and vertical openings are maintained to the highest level possible.

The phasing plan must ensure that obstruction of the means of egress is avoided or minimized.

If exits are obstructed during construction, provide alternate means of egress and exit routes during each phase of construction and identify the alternate routes on the construction drawings as part of the phasing plan(s).

Minimize, to the extent possible, any impairments or disruptions to active fire protection features. Delineate phasing of construction to ensure that installations of new features (or systems) or modifications to existing ones are expedited.

Where possible, maintain existing systems in service until the replacement work has been deemed operational.

Prior to taking any actions to impair a fire protection feature or disrupt its performance, ensure alternative procedures have been prepared and incorporated and confirm that official notification of system impairments and schedules have been given to the staff of the Facility.

2.2.2 Phasing

Building 1560 is a “Critical Mission” facility. The facility must remain operational and will be occupied during the entire duration of construction; therefore, the renovation of B1560 will be phased construction. The construction shall be completed in a minimum of five (5) phases. The D/B contractor is responsible for the phasing of the final design and shall receive approval from the government.

Refer to section 2.7.1 for detailed phasing description.

Section 01 10 10 - 10

2.3 SPECIFICATIONS

2.3.1 Section 01 10 10 DESIGN REQUIREMENTS

This specification Section 01 10 10 DESIGN REQUIREMENTS defines the design and performance criteria to be used for developing the project design and construction documents. The applicable building codes and standards noted shall be used as the minimum criteria to develop the construction documents. Further, this Specification Section 01 10 10 describes the requirements for appearance, function, materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Contractor. In this specification section, each discipline describes design intent and outlines the parameters to which the Contractor shall design. When a material or procedure is noted within the 01 10 10, the Design Build Contractor will follow that direction unless prior approval from the Government is obtained.

2.3.2 Technical Specifications

Technical specifications have not been provided. The Design Build Contractor is responsible for developing technical specifications for the project. The Contractor's Designer of Record shall develop construction document technical specifications for all areas of work using the Unified Facilities Guide Specification (UFGS) System in conformance with the RFP.

Unless otherwise noted or required in this Request for Proposal, materials and methods allowed by (UFGS) specifications will be allowed to be incorporated into the project when in compliance with other listed criteria. The Design Build Contractor shall not materially revise the specifications such that the specification does not reflect the intent of the unedited specification without prior approval from the Government. The Contractor will edit the specifications for completeness and project applicability. The specification will be edited to remove all materials that will not be used such that the edited specification reflects only those products intended to be used on the project. This editing process must be completed prior to first submission of the specification. Unless a more stringent warranty is identified in the RFP include warranties as described in the UFGS Specification. Do not reduce warranty requirements recommended in the guide specification. If no UFGS Specification exists for a component to be incorporated into the design the Contractor will develop a product specific specification using the UFGS format to describe in detail the item to be incorporated into the design. All custom specifications will be developed in the coded format of the UFGS standard system, including Parts 1, 2 and 3. The current version of the UFGS will be used.

Anticipated specifications to be required as part of the facility design are indicated below and in various Parts of this Section 01 10

10. Additional specification sections may be required.

Section 01 10 10 - 11

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING

MATERIALS

02 83 13.00.20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING

PCBs AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS

(PCBs)

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

Section 01 10 10 - 12

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANEL

08 91 00 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 48 13 ENTRANCE FLOOR MATS

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 14 29.00 40 SUMP PUMPS

Section 01 10 10 - 13

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC POWER VENTILATORS

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 81 00.00 20 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

2.4 COORDINATION BETWEEN THE VARIOUS DISCIPLINES

The Contractor and the Contractor's Designers of Record (DOR) shall be responsible for the coordination between disciplines in order to fulfill the requirements of this contract and to provide for a complete, integrated, and functional design.

2.4.1 Mechanical Equipment Rooms

Section 01 10 10 - 14

The Design Build Contractor shall coordinate with the Mechanical Engineer and the Mechanical Contractor to assure that the mechanical equipment rooms are designed to comply with the International Mechanical Code and clearances as recommended by the equipment manufacturer, based on actual equipment to be installed. If other systems such as Fire Protection and Electrical systems are located within the mechanical room, all applicable design engineers will be consulted so as to provide a coordinated design. The Contractor will provide coordinated plans indicating the final layout of all mechanical rooms showing all equipment to be installed in the rooms and indicating clearly all required maintenance clearances. The complete layout will be indicated at the 100% UNREVIEWED submittal and no changes to layout or equipment will be allowed without a revision of the layout plans and without approval of the Government.

2.5 QUALITY OF WORK

Construction documents shall be of sufficient detail to afford a clear understanding of the construction work required. The work shall be organized in a manner that will assure thorough coordination between the various details on the drawings and the specifications.

The Contractor shall crosscheck all work until all conflicts have been reconciled. Government may reject incomplete and/or uncoordinated submittals.

2.6 RFP DESIGN AND TECHNICAL CRITERIA

All designs and construction document drawings and specifications shall be prepared to comply with the RFP. Unless otherwise specifically noted, the RFP describes the design work that shall not be changed without Government approval and shall be included in the construction documents. All remaining design work shall be performed by the Contractor based on the design criteria identified in the RFP.

No deviations from the criteria will be allowed unless prior approval is obtained from the Contracting Officer's Representative. All questions or problems encountered by the Contractor shall be promptly submitted with recommendations for resolution to the Contracting Officer's Representative for approval. Contents of this RFP shall not be construed as limiting in any way the responsibilities of the DOR to comply with all code requirements.

2.7 FUNCTIONAL REQUIREMENTS

The functional requirements of the project are indicated in the drawings and this RFP. Unless otherwise noted, the floor plans included have been approved by the Government and should not be changed without prior discussion with and approval by the Government.

Deviations to the layout, square footage areas, and/or functional adjacencies must be submitted for approval.

2.7.1 Phasing

Section 01 10 10 - 15

The renovation of B1560 will be completed in a minimum of five (5) phases of construction. Phasing shall meet the following criteria:

All work on the Third Floor (including HVAC and utility work) shall be completed as a single phase.

All work on the north half of the Second Floor, with the exception of Conference Room 1560220 and access to it, (including HVAC and utility work) shall be completed as a single phase.

All work on the south half of the Second Floor, with the exception of Conference Room 1560220 and access to it, (including HVAC and utility work) shall be completed as a single phase.

All work required in Conference Room 1560220 (including HVAC and utility work) can be completed during other phases.

All work on the north half of the First Floor (including HVAC and utility work) shall be completed as a single phase.

All work on the south half of the First Floor (including HVAC and utility work) shall be completed as a single phase.

Work on the building’s exterior (roof, envelope, and site) can be completed during any phase.

Building utility and HVAC work can be done during any phase.

All work in the Basement can be completed during any phase.

The Contractor shall move, store, protect, and return for reuse all Government furniture, fixtures, and equipment to be retained for reuse.

The Design Build contractor shall be responsible for the phasing plan of the final design and shall receive approval from the government for the final phasing plan.

2.8 DESIGN UNITS

The design shall be developed using English units.

Section 01 10 10 - 16

PART 3 GENERAL CONSTRUCTION REQUIREMENTS

3.1 CONTRACTOR STAGING AND HAUL ROUTES

Site Access, Staging Areas and Haul Routes available to the Contractor are shown on the Design Criteria drawings. Construction sites shall be kept neat and free of trash. All staging and materials storage areas as well as the construction site, will be completely surrounded with a secured, minimum 6' chain link fence with privacy screen.

a. The Contractor will provide safety fencing and other safety measures as required to protect the occupants and visitors to the building. Any excavations will be suitably marked and protected by fencing adequate to provide a safe environment.

The Contractor maintains the sole responsibility and liability for implementation, design, and maintenance of all safety features.

b. Provide safety fence around materials storage area.

c. Coordinate with Contracting Officer's Representative for staging and Contractor parking areas.

d. At the completion of construction, Contractor's staging areas will be returned to original condition unless otherwise noted.

3.1.1 Site Access and Existing Roadways

The Contractor shall minimize the disruption of traffic flow on Base as a result of construction activities. The contractor will conduct operations such that parking areas required to remain functional are not disrupted. The Contractor will phase construction activities to achieve these requirements. Construct temporary access drives for the purpose of construction activities and required vehicular access to the site as needed to meet the stated requirements. Return all site conditions to a condition comparable to or better than the condition before construction unless otherwise noted.

3.1.2 Existing Roadways

The construction contractor shall limit construction loads as necessary to avoid damaging the existing roads. Prior to starting construction, the Contractor shall make a joint inspection of existing roads with Contracting Officer’s Representative and document the condition of these roads in a report and a video tape. Video tape shall be provided to COR within 10 days of inspection. Damage to existing roads caused by contractor equipment during construction shall be repaired by the construction contractor at the conclusion of construction at no additional cost to the Government.

Section 01 10 10 - 17

3.1.3 Security/Contractors Use of Site

The Contractor is free to utilize all areas within the proposed staging and parking limits indicated on the drawings as required for laydown, offices, parking and storage facilities. These areas shall be approved by the base via the COR prior to commencement of construction. The Contractor must construct new facilities or return areas to its original condition or better. Any damage to existing improvements adjacent to or on the project site due to construction activity under this contract shall be replaced/repaired at the Contractor's expense.

All Contractor POV parking areas shall be coordinated with the COR.

Any proposed modifications to the areas shown shall be approved in advance by the Contracting Officer's Representative.

All Contractor staff must submit appropriate personal information for review and background check prior to entering Joint Base Andrews.

Upon approval, Contractor staff will receive a Joint Base Andrews badge, which is required to enter construction areas. The D/B Contractor will coordinate with the Contracting Officer’s Representative to obtain the required badges. The Contractor is advised that the background check approval may require 80 hours or more.

Building 1560 is classified as “Secret Open Storage.” Contractor staff must receive additional clearance, and must be escorted at all times.

3.1.4 Security Briefings

At no time shall project construction activity interfere with regular Base operations. The Contractor shall be responsible for coordinating and executing regular briefings with the Contracting Officer's Representative and the responsible Base officials for the purpose of communicating proposed work schedules and identifying potential conflicts with regular Base operations.

Standard work hours are Monday through Friday from: 6:00 a.m. to 4:00 p.m. The Contractor will not be granted site access on weekends or Government holidays.

3.2 Demolition

All demolition and/or material removal shall be executed by the contractor in accordance with all applicable Federal, Local, and North Dakota codes and laws. Refer to the drawings and other sections of the 01 10 10 for general scope of demolition. Demolish all items required to perform the new work.

The Contractor shall visit the site to observe existing conditions, review the existing conditions drawings as compared to the new work

Section 01 10 10 - 18 plans, individual appendices, and the 01 10 10 in order to develop a full scope of work related to demolition.

3.2.1 Waste Disposal

All waste materials generated by the Contractor's activities on the installation, including but not limited to demolition debris and waste, shall be disposed of at a location off of Joint Base Andrews.

Such disposal shall be in compliance with all local, County, State and Federal laws and regulations that govern or affect the disposal of such materials. All waste material of any nature shall be disposed of in a landfill approved and permitted for disposal of such material. If at any time during or after the performance of this contract, it is determined by the Contracting Officer or his/her authorized representative that the Contractor has not complied with the requirements of the contract pertaining to the disposal of waste material, the Contractor shall be required to take any corrective action directed by the Contracting Officer or other competent authority at no additional cost to the government. Any fine, fee, or penalty assessed by the regulating authority as a result of the Contractor's failure to comply with this provision shall be paid by the Contractor. If any part of the performance of this contract is subcontracted, a provision substantially similar to the above shall be included in all such subcontracts. Such provision does not, however, relieve the prime Contractor from ultimate responsibility under the contract. Refer to Sections 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS and 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for more detailed information on waste disposal.

Materials that are recycled or diverted from landfill disposal in compliance with UFC 1-200-02 High Performance and Sustainable Building Requirements are exempt from disposal requirements specified herein.

Copies of waste tickets and disposal information must be submitted monthly to 5 CES/CEIE. Any uniform hazardous waste manifest generated by the contractor must be approved and signed by the 5 CES/CEIE Hazardous Waste Program Manager before any waste can be transported off the site. Any regulated waste must be accumulated according to federal, state and Air Force regulations on the project site and in coordination with the 5 CES/CEIE Hazardous Waste Program Manager.

3.3 UTILIZATION OF UTILITIES

The Contractor may utilize existing Base utilities including power and water during construction operations and may incorporate those utilities, including meters, as part of the final project. The Contractor will meter electrical and water usage and report usage to the Government without reimbursement. Meters will conform to Andrews

Section 01 10 10 - 19

Specific Criteria. All costs for installation of temporary utilities are borne by the Contractor.

3.4 ENVIRONMENTAL PROTECTION

The Contractor shall prevent environmental pollution and damage as the result of demolition or new construction operations under this contract. Environmental pollution and damage is defined as the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to man; or degrade the utility of the environment for aesthetic, cultural and/or historical purposes. The control of environmental pollution and damage requires consideration of air, water, and land resources; and includes management of visual aesthetics; noise; solid, chemical, and liquid waste; radiant energy and radioactive materials; as well as other pollutants.

3.5 PERMITS

Refer to Part 5 for additional information. The Contractor shall determine permit requirements as part of the design process and shall submit permit draft applications as part of the submittal process.

The Contractor shall develop and submit to the COR a list of all permits that are to be obtained. When the status of these permits changes, the Contractor shall provide an updated list to the COR.

The permits shall be listed by title, permit number, and project title (as provided by the Permitting Agency), permitting agency, effective date and expiration date. The Contractor shall be responsible for submitting all applications and paying for all associated fees for environmental permits for the project. All permits shall be delivered through the Government who will forward them to the appropriate government organizations. All environmental permit applications and construction completion certificates shall be prepared by a registered engineer. All environmental permit applications and accompanying drawings and calculations shall be furnished using English units. The approved permit application must be provided to the Contacting Officer's Representative prior to starting construction on any component of this contract for construction. The Contractor shall submit the construction completion certificate on all permit applications received by the Contractor from local, state and federal agencies within 30 days of completion of the permitted activity. The construction completion certificates shall be provided to the Contracting Officer's Representative.

3.6 HAZARDOUS MATERIALS

A Hazardous Material Survey of the B1560 facility has been performed, and various hazardous materials have been found throughout the building. The results of the survey are included in Appendix “B” of this document. The contractor shall be responsible for the

Section 01 10 10 - 20 processing, removal and disposal of existing hazardous and regulated materials prior to the commencement of demolition or renovation work and shall comply with all applicable regulations. If the contractor suspects additional hazardous material that are not identified in the Hazardous Material Survey, the contractor shall bring this to the attention of the Contracting Officer’s Representative to review the conditions and present recommendations. The contractor shall remove and dispose of all hazardous materials off-base at the contractor’s expense.

New materials and products to be installed that contain hazardous materials shall be stored in lockers specifically made for storage of hazardous materials. MSDS’s for all hazardous materials brought on base shall be maintained on site as well as submitted to the Contracting Officer's Representative (COR). An initial inventory and a monthly usage of hazardous materials shall be submitted to COR quarterly during construction.

3.7 ASBESTOS MATERIALS AND LEAD BASED PAINTS

The Contractor shall not use lead-based paint or materials containing Asbestos in the construction of this facility. Upon completion of the construction, the Contractor shall submit two copies of a Certified Letter to the Contracting Officer's Representative (COR) stating that no lead-based paints or materials containing asbestos were used in the construction of the new facilities.

3.8 SPECIFICATIONS

The Contractor shall edit and submit the following UFGS (as a minimum):

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING

MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING

PCBs AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS

(PCBs)

Section 01 10 10 - 21

PART 5 CIVIL

5.1 General

Civil/site design shall be in accordance with the criteria identified in this RFP. New civil construction shall comply with UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings found at https://wbdg.org.

5.1.1 Civil Scope

Primary civil/site improvements of the B1560 Renovation include construction of a new refuse dumpster pad and removal of existing and planting of new trees.

5.1.2 The drawings and information provided in the RFP describe the general configuration of the proposed renovation to the facility.

Changes to the information illustrated in the drawings require government approval. See PART 19 of this document for Design Criteria Drawings.

5.2 CIVIL/SITE CONSTRUCTION

5.2.1 Dumpster Pad

Provide a 100 square foot, reinforced concrete dumpster pad at a location that is convenient to users and allows access to refuse trucks for collecting trash. The pad shall be constructed to withstand weights of standard 6 cubic yard trash dumpster.

The DB Contractor shall be responsible for obtaining the required dumpster size required by the owner and for coordinating with local refuse company to determine the best location.

Dumpster pad shall be screened with fencing following JB Andrews’ standards for architectural design and screening.

5.2.2 Trees

Remove two (2) coniferous trees located at the west face of the building. Trees to be removed are to be removed to ground level and stumps ground. Replace removed trees at a location on the site to be determined by the owner. New trees are to match existing species of trees removed.

Section 01 10 10 - 22

PART 7 ARCHITECTURAL

7.1 GENERAL

Architectural design shall be in accordance with the criteria identified in this RFP. All portions of the site and facilities shall meet the ABA Accessibility Standard for DoD Facilities unless otherwise noted.

Buildings and sites shall comply with the requirements of UFC 4-010- 01 DoD Minimum Antiterrorism Standards for Buildings. This information may be found at The Whole Building Design Guide, https://www.wbdg.org/.

Building 1560 must meet the security requirements of Secure Room with Open Storage Secret. As such, any penetrations through the exterior walls and roof which measure 96 square inches or more must have grating installed per DODM 5200.01.

7.1.1 Building Scope – General Description

The primary building improvements of the B1560 Renovation will be interior modifications in support of the other disciplines, as well as new finishes (floors, ceilings, and partitions) throughout. The existing finishes in the toilet rooms are to remain. The extent of renovation will be limited to existing building footprint. No new construction will be constructed outside of the existing building footprint with the exception of a metal canopy over the basement areaway, and a new dumpster pad adjacent to the parking lot.

The scope of work includes various repairs to the existing masonry wall assembly, sealant joints, and concrete beams. This effort includes removal of abandoned louvers and equipment and filling unneeded penetrations of the masonry wall assembly.

The scope also includes repairs and alterations to the existing roof assembly including membrane repairs; added insulation to improve drainage; new roof and deck assembly over abandoned openings in the roof; new curbs and equipment supports; as well as complete demolition and replacement of the roof assembly at area D. The scope includes new curbs and mechanical equipment support.

7.1.2 Architectural Drawings

The drawings and information provided in the RFP describe the general configuration of the proposed renovation to the facility. Changes to the information illustrated in the drawings require government approval. See PART 19 of this document for Design Criteria Drawings.

7.2 EXTERIOR CONSTRUCTION

Section 01 10 10 - 23

Building 1560 was originally constructed in 1961.

The scope for exterior improvements is limited to repair of the existing masonry walls, repairs to the existing roof systems, and the construction of the replacement of doors, modification of sidewalks, concrete stoops and ABA compliant entrance, installation of new metal canopy at main entry and the removal of existing windows. Existing window openings will be blocked in with like adjacent construction.

Joint Base Andrews does not have a complete Architectural Compatibility Plan; however, the base requires that all new exposed exterior metal construction be dark bronze in color consistent with existing adjacent buildings.

7.2.1 Masonry

7.2.1.1 Summary

The scope includes various repairs to the existing masonry wall assembly, sealant joints, and concrete beams. This effort includes removal of abandoned louvers and equipment and infilling unneeded penetrations of the masonry wall assembly. Refer to the RFP drawings including photographs for additional detailed information.

Refer to Government provided existing condition drawings.

The existing exterior wall includes brick masonry with concrete masonry unit back up. Government provided drawings indicate a 2” air space without insulation. No air/water barrier is indicated.

Follow recommendations given in the unedited version of the UFGS Section 04 20 00 MASONRY.

The D/B contractor shall be responsible for determining the actual construction of the existing exterior walls at locations to receive infill and brick veneer. At locations of new work, maintain continuity of existing wall cavity. Install brick veneer after moisture barrier, insulation, masonry anchors, and flashing have been installed to the concrete masonry backup unit infill. Care shall be provided to avoid damaging the moisture barrier. Damaged moisture barrier and flashing shall be repaired or replaced before brick veneer is installed. Means shall be provided to keep cavities clean and clear of mortar droppings.

The repair locations and scope are identified on the drawings.

Cutting and drilling tools are preferred to the use over impact tools that may loosen adjacent joints. Materials to be used include:

Match new brick and mortar to existing brick in color, shape, size, and material. Samples will be submitted for approval. New air/water barrier will be self-adhering modified rubberized bitumen membrane minimum 30 MIL. Provide a 2’ x 2’ mockup of proposed brick and mortar to be approved by the Government prior to the repair work being started. The mock up can be integrated into the wall

Section 01 10 10 - 24 assembly. A mock is required to show new sealant colors as well;

provide a minimum 6 ft long joint.

Where louvers or abandoned equipment occur demolish the item and prepare the existing condition to allow the installation of CMU repair/infill back up matching the existing substrate; provide infill to match existing each with full mortar beds. Once set prepare the opening with a water barrier tied into existing barrier assuming one exists and install new masonry. Some items requiring demolition may require modification to existing systems – refer to mechanical and electrical for further information. Where indicated to repoint mortar refer and comply with the following definition.

Repoint: To remove existing mortar joints to the specified depth (minimum 1”) and replace with a mortar that matches in color, texture, and performance with water vapor transmission, bond, hardness, and flexibility compatible with original mortar, as assessed in accordance with ASTM C1713. Point joints in layers or "lifts" where the joints are deeper than 1-1/4 inch. Apply in layers not less than 1/2 the depth but not more than 1-1/4 inch or until a uniform depth is formed.

7.2.1.2 Repair Warranty

Warrant repair procedures, including repointing, for a period of two years against: discoloration or mismatch of new mortar to adjacent original mortar, discoloration or damage to masonry from improper mortar clean-up, loss of bond between masonry and mortar, fracturing of masonry edges from improper mortar joint preparation procedures or improper mortar formulation, and occurrence of efflorescence from improper repair procedures.

7.2.1.3 Expansion joints

Refer to drawings for requirement to widen existing masonry expansion joints to allow for a sealant joint of adequate width and profile. Saw cut the outer layer of brick to full depth. Coordinate with new sealant requirements.

7.2.1.4 Weep holes

Drill 50 weep holes throughout the facility at thru wall flashings where spacing is inadequate. Inspect facades to locate required locations. Take care to avoid damage to existing concealed flashings.

7.2.1.5 Sealants

Comply with: Sealants: A Professionals Guide from the Sealant, Waterproofing and Restoration Institute (SWRI). All sealants must conform to ASTM C920. Provide backer rod and tooled sealant joints.

Provide primer unless not recommended.

Section 01 10 10 - 25

Replace all exterior sealants at window perimeters and at masonry construction and expansion joints. Where existing sealants are called to be replaced prepare the substrate for new sealants.

Provide primers where required by Manufacturer; provide backer rods to properly form joints. Provide sealants compliant with ASTM C920, Type S or M, Grade NS, Class 50, use NT, color as…