Attachment 1 - Statement of Work (Mar22).pdf

Renovate B22007, AJJY 22-1043 Andersen Air Force Base, Guam

36TH CIVIL ENGINEER SQUADRON

RENOVATE B22007, ANDERSEN AIR

FORCE

BASE, GUAM

DESIGN-BUILD PROJECT

PROJECT NO.: AJJY 22-1043

March 2022

TABLE OF CONTENTS

PART 1 STATEMENT OF WORK / PROJECT PROGRAM

PART 2 ATTACHMENTS:

Attachment 1 - Floorplan

Attachment 2 - Fire Protection Report

PART 1

STATEMENT OF WORK / PROJECT PROGRAM

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION ………………………………………………………………… 4

2. PROJECT OBJECTIVES ………………………………………………………………….. 4

3. SITE ANALYSIS ……………………………………………………………………………. 11

4. BUILDING/FACILITY REQUIREMENTS ………………………………………………... 13

5. ROOM REQUIREMENTS …………………………………………………………………. 15

6. ENGINEERING SYSTEM REQUIREMENTS …………………………………………… 15

1. PROJECT DESCRIPTION

1.1 OVERVIEW: This is a “Design-Build” project to upgrade the fire protection system to match code and provide miscellaneous renovations to the facility to adapt it better for the current occupants. This work will include reconfiguring the fire suppression and HVAC as well as upgrading the fire notification. This work also includes demolition and construction of interior partitions, painting, and replacement of a roll up door. Minor masonry and electrical work is required as well.

1.2 EXISTING OPERATIONS: The construction work activities will be performed in a manner as to NOT negatively impact the existing operational capabilities of the building occupants and adjacent facilities. Contractor shall minimize interruption to the on-going operations. Contractor shall coordinate for interruption of utility services. All other actions not involving interruption of services can be conducted during regular working hours. In the event work/project activities other than what is indicated in this project program is to occur simultaneously, contractor shall verify, coordinate and may be required to phase such work/project activities.

1.3 LOCATION OF WORK: The project is located at the Andersen Air Force Base, B22007.

Caution must be exercised during site visit(s) for actual measurements and other activities at the area.

2. PROJECT OBJECTIVES

2.1 SCOPE OF WORK: The contractor shall provide all labor, materials, equipment, permit and clearances, architectural and engineering services, transportation, supervision, and other incidental work required for the project. Other incidental work required includes any and all items and considerations necessary to ensure a complete and usable final product, including, but not limited to, the necessary design and construction considerations not specifically stated elsewhere in this statement of work. Complete and usable final product means that the completed final product is finished throughout and can be used to fully satisfy the requirements and the intended purpose of the project.

The scope of work includes, but is not limited to design and installation of fire mass notification and suppression system, replacement of main distribution panel, design and installation of centralized HVAC system, turning mezzanine into office space, demolition of several spilt units and outdoor structures.

2.2 WORK PHASING AND RELOCATION WORK: The work shall be phased as the current building occupants are to remain in the building and will require minimal impact to their operations. The contractor shall provide phased temporary power supply for each affected building facility. Contractor shall provide a work phasing plan/schedule that includes either temporary power supply or off-duty outage. Provide estimate power outage. Provide at least 30 calendar days written notice to the building facility.

Planning & Coordination: Contractor shall provide a work phasing plan/schedule in accordance with UFC 3-501-01, 2-1.6 Scheduling and Sequencing Outages.

Plan, coordinate and execute the temporary relocation of current personnel and their existing office furniture, workstation cubicles, miscellaneous equipment and personnel office items.

2.3 DEMOLITION AND REMOVAL:

• Conduct hazardous materials testing on all affected areas mentioned in scope of work as per EM 385-1-1 to include lead and asbestos by an approved industrial hygienist and provide the report for approval and remediation.

• Dispose lead and asbestos as required from the report to complete the project.

• Provide/conduct Explosive Safety Submission and explosive of concerns (ESS/MEC) and testing, report and remediation if found. Inclusive items are report and remediation as needed/required.

• Demolish and dispose of dividing wall at Communication Flight office (approx. 58 SF).

• Demolish and dispose of the CMU wall in the parking area (approx. 700 SF).

• Demolish and dispose of the outdoor metal framing (22007A).

• Remove and dispose existing package type A/C unit.

• Remove and dispose existing air distribution system.

• Demolish existing spilt A/C units on second floor and in women’s restroom.

• Remove and dispose existing panel in preparation for new electrical panel.

2.4 REPAIR AND CONSTRUCTION WORK:

Perform all work according to all local and Federal safety and health regulations. In particular, the open excavation operation shall comply with the current Occupational Safety and Health Administration (OSHA) regulatory requirements.

All unforeseen utilities and appurtenances affected by the construction shall be protected.

Damage to existing utilities and appurtenances shall be restored to its original condition at no additional cost to the Government.

The attached notional sketch/drawing with dimensions shown may not be accurate and is only to be used as reference for location and layout purposes. All drawings and shop drawings shall be based on actual measurements, conditions and shall be developed to provide the least demolition and removal work possible.

The contractor shall be responsible for field verification to verify on site all dimensions, elevations, utilities, power source, archive data, and all other requirements necessary for the successful completion, and satisfactory construction of the project. The contractor shall visit the project site; consult 36 CES drawing archives to collect all available data on the existing infrastructure and to verify actual existing conditions.

Fire Protection

• Reconfigure/upgrade mass notification and suppression system to conform to UFC 3-

600-01: Fire Protection Engineering for Facilities, UFC 4-021-01 Design and O&M: Mass Notification System, NFPA 13 Installation of Fire Sprinkler System, NFPA 72: National Fire Alarm and Signaling Code and NFPA 101 Life Safety Code.

o Any support required must be attached directly to the facility.

o See Fire Protection Report attached in the package for details.

Mechanical

• Replace existing package type A/C unit and air distribution system.

o All outdoor components should be constructed out of stainless steel.

o If needed, the ceiling can be lowered up to six inches.

• Install eyewash station and water fountain at locations designated on floorplan.

Electrical

• Provide and install exit signs (approx. 3) at locations designated on floorplan.

• Run wires from panel to new switch for bay area lighting. The switch must be installed and its location is marked on the floorplan.

• Connect to the electrical point of contact (approx. 300 LF) including conduits, wires and associated accessories.

• Replace the existing Panel A with new. Update the panel directory per new requirement.

Coordinate with Base Utilities and Facility Manager if power outage is needed.

• Provide electrical panel to accommodate the new AC unit, additional outlets and connect all existing loads at Mezzanine floor. Provide updated panel directory.

• Provide disconnect switch, wires & conduits for new AC unit requirement.

• Provide interior LED lights (approx.4EA) including the conduits and wirings for new office at Mezzanine floor.

• Provide duplex receptacle outlet (approx. 18 Ea) for workstations including the conduits and wirings of new office at Mezzanine floor and other locations marked on floorplan.

• Provide Data outlet (approx. 10 Ea) for workstations including the conduits and wires up to Data Server room.

• Extend the existing Fire Alarm & Detection System to the new office at Mezzanine floor.

Architectural/Structural

• Renovate open storage area into office space (approx. 23’ x 21’) on mezzanine.

o Maximize number of workstations that can fit into this space. Minimum is 10 unless prevented by structural concerns.

o Each work station will need outlet and communication drop.

• Provide and install BEST small format interchangeable core or equivalent on 4 doors at locations designated on floorplan.

• Provide and install single doors on either side of the conference room. Doors must ensure a minimum of STC 45.

• Extend walls in conference room to the drop ceiling. Walls must match pre-existing finish and be constructed in such a way as to keep outside conversational noise to a minimum of STC 45.

• Provide and install new motorized roll up doors with frames and hardware. It should have both manual override and electric motor for automatic operation. The door should have rubberized weather stripping to prevent water from coming into the building. The door should be insulated to prevent heat from coming into the building.

• Re-slope and re-tile floor in men’s shower so that water flows into the floor drain.

• Provide and install curb in men’s shower to prevent water from flowing past the shower limits.

Shop drawing submittals of the Fire Protection System shall be reviewed and approved by the Government Fire Protection Engineer.

Preliminary test of the fire protection system shall be certified by a U.S. Registered Fire Protection Engineer. Final test of the Fire Protection System shall be certified in the presence of the Government Fire Protection Engineer.

General Notes:

a. Pre-Final Inspection: The contractor shall conduct a pre-final walk through inspection with base personnel and publish the pre-final inspection findings in a pre-final inspection report. Contractor shall coordinate with government personnel no less than 14 calendar days prior to scheduled pre-final inspection.

Submit pre final DD1354 to go with the pre final inspection. This should be handed in to the Government Program Manager (PM) prior to start of pre final inspections.

b. Final Inspection: The contractor shall conduct a final inspection with base personnel and publish the findings in a final inspection report in accordance with the format specified at the pre-construction conference. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final report. A final inspection will not be performed until the punch list has been resolved. The final inspection report shall certify that all items of the design have been implemented and that the construction is complete. Contractor shall coordinate with government personnel no less than 14 calendar days prior to scheduled final inspection. At the final inspection, the contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) or other appropriate organization for signature and acceptance.

2.5 ANTITERRORISM: Comply with UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings for Antiterrorism requirements.

2.6 SEISMIC REHABILITATION:

Not Used.

2.7 HAZARDOUS MATERIAL ASSESSMENT: Hazardous material assessments are required at all areas to be affected by the new work. Contractor shall perform hazardous material assessment and testing prior to start of repair work including demolition work and submit final report to the government with recommendations for abatement and remediation if needed.

Areas containing hazardous materials that will not be affected by the new work must be left in place, undisturbed and encapsulated if directly exposed to personnel.

Environmental Requirements: Contractor shall ensure that all required permits are obtained before construction begins. The contractor must abide by Occupational Safety and Health Act (ACM abatement, lead-based paint abatement, noise, confined space, etc.) or others as applicable. Coordinate with Contracting Officer with regard to consultations with the Government Environmental group regarding environmental requirements.

Comply with the following requirements:

a. Coordinate with the installation Asbestos Program Manager (APM) and Region Asbestos Program Coordinator (APC) for any previous asbestos and lead based paint surveys.

b. Coordination must be established with APM and APC for tenant notification of abatement or sampling and work schedule which may impact the tenants.

c. Provide copies of all AHERA certifications: (asbestos worker, contractor supervisor, asbestos monitor, asbestos project designer).

d. Provide copies and proof of medical surveillance monitoring.

e. Provide copies of abatement plans, hazard communication plan for APM and APC approval.

f. All asbestos samples must be taken by a certified and current AHERA asbestos inspector.

g. All asbestos samples shall be analyzed by an accredited NVLAP lab.

h. NESHAP notification shall be provided to GEPA and copy to the Installation APM and Region's APC.

i. Waste shipment records (WSR) shall be provided to GEPA and copy to installation APMs and Region's APC.

j. Waste manifests with receipt signatures from permitted disposal facility must be provided to the APMs and APC.

2.10 SUBMITTALS:

a. SUBMITTAL REQUIREMENTS (After Award and Before Start of Construction):

1. Activity Hazard Analysis (AHA)

2. Design Quality Control Plan (DQC)

3. Contractor’s Quality Control Plan (CQC)

4. Accident Prevention Plan (APP)

5. Construction Schedule

6. Munitions Response Explosive Safety Submission (MRESS) – Munitions and Explosives of Concern (MEC) Intrusive Investigation Work Plan (MEC field work will not be allowed to start without the Government approved MEC Plan)

7. Hazardous Material Assessment

8. Design Construction Documents: Prepare, organize, and present Design Construction

Documents. Contractor will not be allowed to start construction without the Government approved documents listed below.

Design Drawings: Prepare using AutoCAD 2016 formatted for ANSI D (22” x 34”) sheets.

The Ready for Construction submission shall be stamped and signed by the Designer of Record (DOR).

Submit all CAD files for the final drawings on CD-ROM or DVD disks in AutoCAD 2016 format. Drawing files must be full files, uncompressed and unzipped.

Basis of Design: Each submission shall include a basis of design with all proposed materials including Design Analyses and Calculations to substantiate the design meets the RFP and all applicable codes.

Specifications: Shall be Unified Facilities Guide specifications submitted in Construction Specification Institute (CSI) 2010 format edit with SpecIntact software in accordance with UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard.

Contractor shall submit the number of copies as requested as defined under each required submission identified below. The basis of design, design drawings and specifications shall be included on a CD-ROM in addition to the required hard copy for each submission. Each submission shall be submitted to the Contracting Officer or their representative for Government review and RFP concurrence.

The Contractor shall submit a copy of the Governments review comments from each prior submission with each subsequent submission. This document shall indicate the corrective action taken for each comment and or other proposed solution. Incomplete submissions will be returned to the Contractor with no additional time added to the performance period.

Electronically seal and sign all Acrobat PDF drawings, specifications, and other documents. The electronic signatures shall be printable and viewable in Adobe Acrobat Reader with no additional software.

Provide the following Design Submittal Packages:

a. 60% Design Documents Submittal: 45 calendar days following the date of delivery order. Submit three (3) hard copies and three (3) electronic PDF format copies on CD- ROMs of the following: 11” x 17” half-scale drawing sets, Specifications, Construction Schedule and Basis of Design. Allow 21 calendar days for Government review.

1. Calculations: Provide load calculations including the new HVAC System and additional loads requirement.

b. 100%/Pre-Final Design Documents Submittal: 45 calendar days following receipt of Government review comments on the 60% design submittal. Submit two (2) hard copies and two (2) electronic PDF format copies on two (2) CD-ROMs of the following:

11” x 17” half-scale drawing sets, completed specifications with cleared Section and Bracket Verification reports, Construction Schedule, Basis of Design, annotated review comments, and submittal register. Allow 21 calendar days for Government review.

c. FINAL “Ready for Construction” (RFC) Documents: 14 calendar days following receipt of Government review comments on the 100% design and notice to proceed with Ready for Construction documents. The RFC documents include all documents required for the Final Design Documents. Submit electronic PDF format copies on three (3) CD-ROMs of the following: Sealed and Signed 11” x 17” half-scale Drawings, Sealed and Signed Specifications, Construction Schedule, Sealed and Signed Basis of Design, annotated Review Comments, and submittal register. Allow 7 calendar days for Government review.

The following requirements apply to the CD-ROM:

1. Provide native and pdf files for all documents included on the CD-ROM.

2. A .pdf file(s) of the final documents shall be provided in the following formats:

The entire document shall be provided as a single combined pdf file. The pdf file shall have bookmarks for each item identified in the document's table of contents, including tables, figures, captioned photos, and appendices. The bookmark shall use the same description as provided in the table of contents. If the bookmark is lengthy, abbreviate as needed. Bookmark to the second level (i.e. 1.1, 1.2, 1.3, etc.). Do not bookmark signature page or the list of acronyms. Each appendix, regardless of size, shall be provided as an individual pdf file. All maps, figures, and pictures shall be provided at a useable resolution. All color maps, figures, and pictures shall be provided in color.

d. DD-1354 Transfer and Acceptance of Military Real Property:

Submit Interim DD Form 1354 to the Government for approval a minimum of 60 calendar days prior to the Beneficial Occupancy Date (BOD). If modifications to the Interim DD Form 1354 are required by the Government, the corrected version must be submitted prior to the BOD.

e. Closeout Submittal Requirements:

1. Submit Record Drawings to the Contracting Officer or their representative in ANSI D (22” x 34”) size sheets and two CD-ROMs containing native CADD files, electronically stamped and signed PDF of drawings, specifications, calculations, basis of design, submittal register, Periodic Maintenance Inspection (PMI) plan and other (photos, support files, etc.) as applicable.

GIS Requirements: Site Map record drawings must be in standard coordinates system, in both Guam Geodetic Network and Universal Transverse Mercator (UTM) Zone 55 North, WGS84. All new and existing utilities, driveways, concrete curb, sidewalks, roads, paved and unpaved surfaces, buildings, structures, poles, signs, and primary features including supporting facilities of the project within the project’s limit must be accurately noted, both in AutoCAD and GIS format.

2. Submit Facility Electronic Operation and Maintenance Support Information

(eOMSI) Manual and Workbook.

2.11 SAFETY REQUIREMENTS: Submit resume and certification of all personnel who will be assigned to this project

2.12 QUALITY CONTROL REQUIREMENTS: Submit resume and certification of all personnel who will be assigned to this project

2.13 PERFORMANCE PERIOD: 240 calendar days.

3. SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS: The sites are located on Andersen Air Force Base (AAFB).

All sites contains existing utilities include water lines, sanitary gravity sewer main, sanitary pump station, sanitary force main, storm sewer, steam, underground electric and underground telephone.

Any Government provided geotechnical data is included for the Contractor’s information only, and while it is considered to represent subsurface conditions existing on the project site anticipated at this time, it is not guaranteed to fully represent all subsurface conditions. The Contractor shall be responsible for providing the services of a geotechnical engineer to conduct any subsurface exploration, investigation, testing, and analysis that the Designer of Record deems necessary for the design and construction of the proposed facility and site improvements. The geotechnical engineer shall be registered as a Professional Engineer (Geotechnical Engineer where required by law) and experienced with soil conditions in the region where the project site is located. The geotechnical engineer shall prepare a report addressing any elements of the work requiring his services including any laboratory analysis of samples and recommendations for foundation, safety shoring, and pavement design by a professional engineer as specified and in accordance with UFC 3-201-01, Civil Engineering.

The report shall be submitted to the Contracting Officer accompanied by a letter from the Designer of Record certifying that the Geotechnical Engineer has reviewed the construction documents and that the design reflects the recommendations of the geotechnical report.

3.2 SITE DEVELOPMENT:

Not Applicable.

3.3 EXPLOSIVE SAFETY SUBMISSION (ESS) REQUIREMENTS: If any portion of the referenced scope of work requires ground intrusion activities or excavation work, the contractor will be required to adhere to Munitions Response Explosives Safety Submission (MRESS), Guam Construction Support, Amendment 7. Additionally, comply with the Latest edition specification Section 01 57 19.01 20 Supplemental Temporary Environmental Controls, Joint Region Marianas Explosives Safety Submission (JRM ESS). Provide Munitions and Explosives of Concern (MEC) Clearance in accordance with the latest Explosives Safety Submission (ESS) Munitions Response Sites Guam Construction Support Implementation in accordance with the following items:

01 MEC Services

• Project Management and Planning

• MEC Work Plans

• Site Preparation, Mobilization/Demolition

• Digital Geophysical Survey (DGM) or Handheld Manual Magnetometer Detector and

Marking

• After Action Reporting

02 Intrusive Investigation

• MEC/MPPEH (Material Potentially Presenting an Explosive Hazard) removal, subsurface investigations and other ground penetrating work.

Provide details of ESS implementation and removal of anomalies upon construction contract award and how this work is incorporated in the project schedule. Narrative solution shall demonstrate understanding of ESS implementation in accordance with the ESS requirements.

Do not exceed three (3) single-sided, 8-1/2 x 11 pages. ]

DISCLAIMER: Historic anomaly averages contained within the E-16B memo incorporated into this contract do not reflect conditions at the project site. Contractor assumes the risk that the number of anomalies encountered at the project site may differ from historic averages reflected in the E-16B memo.

3.4 HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES:

In the event of historical artifacts encounter during excavation work, Contractor shall immediately suspend all excavation activity, protect the subject site and report the incident to the Contracting Officer via the PM. The Government will coordinate with State Historic and Preservation Officer (SHPO) for direction and guidance.

The Project Area is located within an archaeologically sensitive area. The contractor shall provide archaeological monitoring of historical, archaeological and cultural resources and be responsible for their preservation during the life of the contract. Archaeological monitoring requires the presence of an onsite qualified Archaeologist during the earth moving portions of this project. If during the trench excavation an Archaeologist detects artifacts or archaeological features that may be significant, he or she stops the work of the contractor in the area. Activities that may damage or alter such resources will be suspended, secure the area and prevent construction workers or other persons from trespassing on, removing, or otherwise disturbing such resources. Resources covered by this paragraph include, but are not limited to; any human skeletal remains or burials; artifacts, shell, bone, charcoal, or other deposits; rock or coral alignments, paving’s, wall, or other constructed features; and any indication of agricultural or other human activities. Upon such discovery or find, immediately notify the Contracting Officer so that the State Historic and Preservation Office (SHPO) may be notified and disposition of the finds should be made. The Government retains ownership and control over archaeological resources.

After the award of the contract, the contractor shall develop an Archeological Monitoring and Discovery Plan (AMDP) and submit for Government review and approval. After approval from the Government, the contractor shall submit the AMDP to the State Historical Preservation Office (SHPO) for review and approval. Notice to proceed is not authorized until approval from the SHPO is received. Provide Archaeological Monitoring/Observation of Earth Moving or Other Work that could adversely affect cultural resources within the project area. This includes data recording, data recovery, archaeological excavation, photography, laboratory analysis, and production of a written report that meets current professional archaeological standards.

4. BUILDING / FACILITY REQUIREMENTS

4.1 DESIGN AND CONSTRUCTION REQUIREMENTS: The design and construction shall be in accordance with the latest revision/edition of applicable current codes, standards, and regulations requirements of this statement of work and include Energy Star efficiency initiatives.

The term "Latest Revision/Edition" is defined as the version as of the project Solicitation Date. In case of conflict between codes, standards, regulation, and specifications, the most stringent requirements shall apply. The contractor shall ensure that all required permits are obtained before construction begins.

The following codes, standards, and regulations are applicable and form a part of this Statement of Work. Federal/DoD criteria and guidance can be found at: https://www.wbdg.org/.

a. Unified Facility Guide Specifications (UFGS)

b. Unified Facilities Criterias (UFCs) and Facility Criterias (FCs)

c. Unified Facilities Criteria (UFC) 1-200-01, DoD Building Code (General Building

Requirements)

d. Unified Facilities Criteria (UFC) 1-200-02, High Performance and Sustainable Building

Requirements

e. AAFB Architectural Compatibility and Base Design Standards (ACBDS) May2013

f. International Building Code (IBC)

g. International Mechanical Code (IMC)

h. NFPA 70 National Electric Code (NEC)

i. NFPA 70E Standard for Electrical Safety in the Workplace

j. NFPA 101 Life Safety Code

k. ADA/ABA Accessibility Standards for Department of Defense Facilities

l. Munitions Response Explosive Safety Submission (MRESS), Guam Construction Support, Amendment 7

m. UFGS 01 78 24.00 20, Part 2, Facility Electronic Operation and Maintenance Support

Information (eOMSI)

n. USAF Sustainability and Energy Building Requirements

o. UFC 3-550-01 (Nov 2019),

p. UFC 1-300-07A (Mar. 1, 2005)

q. UFC 3-501-01 (Oct. 6, 2015), In accordance with the latest UFC 1-200-01 DoD Building Code (General Building Requirements), IBC structural criteria shall be used for seismic and wind load requirements.

All design drawings, specifications and calculations shall be done by/or under the direct supervision of a Professional Engineer with current National Council of Examiners for Engineering and Surveying (NCEES) registration issued from a state within the United states of America (USA) or one of its territories who shall stamp all design drawings, specifications, and calculations. The Contractor shall be responsible for the professional quality, technical accuracy, and the coordination of all designs, drawings and other services furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise any errors or deficiencies in its designs, drawings and other deliveries.

The contractor shall verify all existing site conditions, dimensions and other requirements necessary to complete the project prior to commencing construction activities. The contractor shall notify the contracting officer immediately upon discovery of any expected changes required to suit conditions not identified in the contract. Restoration of damages borne by the contractor in the performance of this contract shall be made at no cost to the Government. Contractor shall be responsible for proper handling and disposal of all materials removed and/or demolished from construction site.

Neither the Government review, approval or acceptance of, nor payment for the services required under this contract shall be construed to operate as a waiver of any rights under this contract of any cause of action arising out of the performance of this contract, and the Contractor shall be and remain liable to the Government and in accordance with the applicable https://www.wbdg.org/ law for all damages to the Government caused by the Contractor’s negligent performance of any services furnished under this contract The Contractor is required to submit a work schedule for this project. The schedule should be developed to identify task descriptions, start and completion dates of each task, design reviews, material procurement, construction work, testing, correction if required, final testing, acceptance, utility outages if required, and other requirements necessary to deliver a complete and usable facility. The work under this project requires special attention to the scheduling and conduct of work in connection with the existing facility operations. Identify on the construction schedule each factor that constitutes a potential interruption to the facility operations. Utility outages (power, water, air conditioning, etc.) shall be approved by the Contracting Officer.

4.2 SUSTAINABLE DESIGN:

Comply with Guiding Principles Validation section of UFGS Section 01 33 29 Sustainability Rep.

Comply with UFC 1-200-02 High Performance and Sustainable Building Requirements.

Additional specific sustainability requirements are found in this document.

4.3 ENERGY CONSERVATION: Comply with the UFC 1-200-02 High Performance and Sustainable Building Requirements and ASHRAE/IESNA Standard 90.1-2013 “Energy Standard for Buildings Except Low-Rise Residential Buildings” in accordance with ECB 2014-02. Building systems replaced under this project shall comply with the current requirements for that building system even where not required by the standard. For example, a constant volume air handing unit shall be replaced with a variable air volume air handling unit where a variable air volume air handling unit is required by the standard for a new building.

4.4 BUILDING COMMISSIONING: Provide commissioning to meet requirements identified in UFC 1-200-02 High Performance and Sustainable Building Requirements.

4.5 ACCESSIBILITY REQUIREMENTS:

Provide barrier-free design in accordance with UFC 1-200-01, DoD Building Code (General Building Requirements).

4.6 CYBERSECURITY

Design, acquire and execute all control systems in accordance with UFGS 25 05 11 Cybersecurity of Facility-Related Control Systems, and as required by individual Facilities Engineering Command (FEC) or Installation implementation policy. Comply with UFGS 25 05 11

– Cybersecurity of Facility-Related Control Systems and complete Cybersecurity Hygiene Checklist

4.7 INDUSTRIAL CONTROL SYSTEMS (ICS) & INFORMATION ASSURANCE (IA)

Not used.

4.8 CONTRACTOR ACCESS TO SENSITIVE AREAS: For federally controlled facilities, and/or unclassified sensitive information or unclassified IT systems, the contractor shall coordinate access requirements with the customer security manager.

5. ROOM REQUIREMENTS

Not used.

6. ENGINEERING SYSTEMS REQUIREMENTS (ESR)

A10 Foundations Not Used A20 Basement Construction Not Used B10 Superstructure Not Used B20 Exterior Closure Not Used B30 Roofing Not Used C10 Interior Construction Not Used C20 Stairs Not Used C30 Interior Finishes D10 Conveying Systems Not Used D20 Plumbing Not Used

D30 HVAC

D40 Fire Protection Systems D50 Electrical Power and Lighting E10 Equipment Not Used E20 Furnishings Not Used F10 Special Construction F20 Selective Building Demo G10 Site Preparations G20 Site Improvements Not Used G30 Site Mechanical Utilities G40 Site Electrical Utilities

A10 FOUNDATION

Not Used.

B10 SUPERSTRUCTURE

B20 EXTERIOR ENCLOSURE

B30 ROOFING

C10 INTERIOR CONSTRUCTION

C30 INTERIOR FINISHES

All finishes shall match and comply the Andersen Air Base Design Guide.

D10 Conveying Systems

D20 PLUMBING

Not Used

D30 HVAC

All outdoors components shall be constructed of stainless steel.

D40 FIRE PROTECTION SYSTEMS

The Fire Protection design shall comply with design criteria specified in UFC 3-600-01: Fire Protection Engineering for Facilities, UFC 4-021-01 Design and O&M: Mass Notification System, NFPA 13 Installation of Fire Sprinkler System, NFPA 72: National Fire Alarm and Signaling Code and NFPA 101 Life Safety Code.

D50 ELECTRICAL

The electrical design shall comply with the design criteria specified in UFC 3-501-01, Electrical Engineering, and its referenced documents.

D5010 ELECTRICAL SERVICE & DISTRIBUTION

Provide an insulated equipment grounding conductor in all raceways for systems operating at greater than 50 volts.

D5020 LIGHTING & BRANCH WIRING

All conductors shall be copper.

E10 EQUIPMENT

E20 FURNISHINGS

F10 SPECIAL CONSTRUCTION

F20 SELECTIVE BUILDING DEMOLITION

G10 SITE PREPARATION

NOT USED.

G1010 SITE CLEARING

G1020 SITE DEMOLITION & RELOCATIONS

G1030 SITE EARTHWORK

G20 SITE IMPROVEMENTS

G2010 ROADWAYS

G2020 PARKING LOTS

G2030 PEDESTRIAN PAVING

G2040 SITE DEVELOPMENT

G2050 LANDSCAPING

G30 SITE CIVIL/MECHANICAL UTILITIES

G40 SITE ELECTRICAL UTILITIES SYSTEM DESCRIPTION

The site electrical utility system consists of all power and telecommunications and fiber optic cabling from the existing distribution system point of connection including all connections, accessories and devices as necessary and required for a complete and usable system. This section covers installations up to within 5 feet (1.5 meters) of new (or existing) building location.

GENERAL SYSTEM REQUIREMENTS

Provide an Electrical System complete in place, tested and approved, as specified throughout this RFP, as needed for a complete, usable and proper installation. Install all equipment in accordance with PTS Section G40 and the manufacturer’s recommendations.

Where the word "should" is used in the manufacturer's recommendations, substitute the word "must".

Provide site electrical utilities systems and components that support project sustainability goals of Part 2 Section 01 33 29.05 20, Sustainability Reporting for Design Build.

-- End of Section –

PART 2

ATTACHMENT 1

- Floor Plan

ATTACHMENT 2

- Fire Protection Report