1_SOW_B1212 Rpr Air Freight Term_35 Pct Design.pdf

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STATEMENT OF WORK:

A/E Services for Design and Construction

35 % Design, TWCF Repair Roof, HVAC, LPS, Roll-Up Doors, Fire Protection, Air Freight Terminal, B1212

PROJECT NUMBER FJXT210029

27 February 2025

Contents

PART I - PROJECT SPECIFIC GUIDANCE

1. SCOPE

1.1 OBJECTIVE:

1.2 PERIOD OF PERFORMANCE:

1.3 LIMITATIONS:

1.4 LOCATION:

1.5 OBJECTIVE OF DESIGN

1.6 DETAILED SCOPE

2. POINTS OF CONTACT (POC):

3. GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, MATERIAL, AND PROPERTY

PART II – GENERIC REQUIREMENTS

1. GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS

2. TABLE OF DELIVERABLES

3. DESIGN DELIVERABLES

4. CONTRACT ADMINISTRATION REQUIREMENTS

5. PREPARATION OF SPECIFICATIONS AND REPORTS

6. SECURITY

7. ANTITERRORISM

8. ATTACHMENTS

PART I – PROJECT SPECIFIC GUIDANCE

1. SCOPE

1.1 OBJECTIVE:

Provide 35% architectural and engineering (A/E) design services for the repair of Building 1212 Air

Freight Terminal. Design shall adhere to Air Force Whole Building Design Guide, Dover Air Force

Base (DAFB) Installation Facilities Standards (IFS) and DAFB Design Guide and Dover Air Force

Base Standard Specifications.

The contractor shall furnish all personnel, services, equipment, materials, and any other necessary requirements necessary for the performance of work detailed in this statement of work.

Primary technical services shall be performed by individuals who are credentialed members of architectural, planning, science, and engineering professions. Disciplines include, but are not limited to, fire protection engineers, architects, landscape architects, interior designers, cost estimators, specification writers, Computer Assisted Design and Drafting (CADD) technicians, Geographic

Information System (GIS) analysts, and any other Professional Engineer (PE) disciplines.

Generally, a credentialed professional is a) is licensed (e.g. registered professional engineer) to practice in the state where the facility is located and b) commands the necessary expertise, in terms of knowledge and experience, to undertake the specified task to be identified at the task order level.

1.2 PERIOD OF PERFORMANCE:

Total period of performance for this design service is 120 days (negotiable prior to contract award).

1.3 LIMITATIONS:

The project location is within a restricted area. The contractor is responsible for ensuring coordination through the installation, facility user, and contracting officer to gain proper access to the required locations. The facility is used to store explosives. Electronic devices with the ability to transmit and receive signals are not allowed outside of the administrative area. Coordination with the facility user is required if this type of electronic device is required to be used for the execution of this contract.

Contractor may be required to vacate or evacuate the facility in case of emergency or during loading/unloading operations.

1.4 LOCATION:

The primary location of this project is building 1212 on Dover Air Force Base, Kent County the city of Dover Delaware.

1.5 OBJECTIVE OF DESIGN

A/E contractor shall develop 35% design documents including specifications, drawings, basis of design, and cost estimate for the repair of Building 1212, Air Freight Terminal. 35% design shall encompass, but is not limited to, all requirements listed in section 1.6, Detailed Scope.

1.6 DETAILED SCOPE

1.6.1 Bird Netting: Install bird netting under admin area overhand and in all three bay areas (estimated 20,000 square feet)

1.6.2 Fire Alarms: Replace existing fire alarm distribution, control, and all necessary wiring and detectors with system capable of communicating with 436 CES Fire Department D-21 Fire Alarm Reporting System. Fire alarm controls shall be located away from all water sources such as sprinkler heads or potential areas for roof leaks. Existing equipment shall be turned over to 436 CES for reuse.

1.6.3 Electrical: Replace all non-LED lighting with LED lighting in accordance with UFC 3-550-01.

1.6.4 HVAC: Replace 3 ton, 1200 CFM air handler and heat pump. Replace nonfunctional ventilation louvres. Repair exhaust fans. Repair non functional infrared heating system. Repair control system so operation is unaffected by interior temperature and whether doors are open.

1.6.5 Plumbing: Replace floor mounted water fountain.

1.6.6 Structural: Repair spray polyurethane foam roof sections A, B, and C in accordance with Attachment 1. Building 1212 Roof Report. Replace all roll up doors and ensure replacement is compatible with existing intrusion detection system. Repair uneven floor under roof section C.

1.6.7 Pavements: Replace damaged pavement sections in accordance with Attachment 2.

B1212 pavement plan. Design for heavy industrial use for parking of fully loaded tractor trailers. Design shall include soil cement stabilization and aggregate drainage layer under 12’’ of concrete. Include all necessary site preparations.

1.6.8 Interior: Propose plan to clean interior insulation or replace if necessary. Include cost estimate for both courses of action.

1.6.9

a. Supplemental Descriptions and Criteria – The information provided in the paragraphs that follow shall be used at every submittal point to produce the various elements of a complete Design Analysis. The Purpose of Design Analysis contents shall be used:

- to provide a narrative description of the key elements and features of the design

- to provide the basis for design, including assumptions, design criteria such as temperature, humidity, and loads.

- to provide the information, justification, and calculations of the design.

- to provide the designer’s thought process in the development of the design.

Basis of Design – The basis of design shall

- Describe the Scope of Work.

- Identify any violations of criteria that would occur if the project were constructed as described in the SOW/TO.

- Discuss Fire and Life Safety compliance.

- Address electrical classifications.

- Recommend phasing of construction if required to meet user needs.

- State reasons for selection of materials, components, and systems. Show actual design calculations with the appropriate discipline listed below.

- Address the maintainability of all selected equipment. Provide detailed analysis in the appropriate discipline to indicate that all clearances are sufficient to permit service, removal, and replacement.

- Address life cycle cost considerations. Where applicable, show balance of initial cost with operating and maintenance costs over the anticipated life of the facility or system.

- Address energy analysis to include, but not limited to energy use by utility, energy use profile, unmet hours report, energy cost savings, and energy use savings.

Electrical Drawings – Electrical drawings must be complete enough to thoroughly express the designer’s intentions and include the following:

- Existing Site and Demolition Plan

- Site Plan

- Single Line Diagram

- Communications plans for lighting control system

- Preliminary Design Analysis including Preliminary load calculations for utility connections.

2. POINTS OF CONTACT (POC):

POC(s) will be provided at the time of contract award.

3. GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, MATERIAL, AND

PROPERTY

INFORMATION – The Government may provide information in the form of available plans, reports, maps, and drawings as necessary to facilitate accomplishment of the work required in this

Statement of Work. The Government may furnish electronic copies of available As-Built drawings that are pertinent to the buildings involved in PDF format. However, these drawings are not warranted to show conditions as they exist. The designer shall field verify the information shown on the As-Built drawings as necessary to produce a quality-designed project.

3.1 EQUIPMENT – None provided.

3.2 MATERIAL – None provided.

3.3 PROPERTY – None provided.

PART II – GENERIC REQUIREMENTS

1. GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS

1.1. Department of Defense specifications and criteria located at http://wbdg.org/ffc/dod.

Including but not limited to:

1-200-01 Unified Facilities Criteria (UFC) DOD Building Code

1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard

1.2. National Fire Protection Association 70, National Electric Code (2023 Edition)

1.3. Air Force specifications and criteria located at http://wbdg.org/ffc/af-afcec.

1.4. Dover Air Force Base Installation Facilities Standards (IFS) is located at http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/dover-afb-ifs.

1.5. Dover AFB specifications listed below are provided as solicitation/contract attachments:

1.5.1. Dover Air Force Base Design Guide/IFS

http://wbdg.org/ffc/dod http://wbdg.org/ffc/af-afcec http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/dover-afb-ifs

2. TABLE OF DELIVERABLES

Instructions: Identified documents are mandatory, the number of copies and delivery dates are shown in the table below.

TABLE OF DELIVERABLES

Co nt ra ct in g

(C O

N S)

Ci vi l En gi ne er in g (C

ES

C A

D

F ile s El ec tr on ic

Ha rd op y

CA

DD

El ec tr on ic

Ha rd op y

A

Design Charrette

1 1 1 Within 15 calendar days after NTP.

10% Design Submittal

1 1 2 Within 30 calendar days after NTP.

35% Design

1 1 2 Within 60 calendar days after NTP.

Review Meeting

Within 75 calendar days after NTP.

Final

1 1 1 2 1 Within 90 calendar days after NTP.

Final Review Meeting

1 1 1 1 Within 105 calendar days after NTP.

Project Closeout End of PoP

120 calendar days after NTP.

The Government will provide review comments within 15 calendar days of receipt of the 35% Plans, Specs, Submittals & Costs.

Note: All electronic deliverables shall be submitted via DoD Safe. Electronic Versions shall be in native format and consolidated PDF. Hard copies shall be delivered as 3-ring binders or bound drawing sets unless specified otherwise in this statement of work.

3. DESIGN DELIVERABLES

3.1. Qualified Design – Professionals licensed architects and engineers in the inspection fields competent in their area of practice shall be assigned to this project.

3.2. Design Charrette – Due within 15 calendar days after Notice to Proceed (NTP).

3.3. 10% Design Submittal – Due 30 calendar days after Notice to Proceed (NTP). The 10% design submittal shall include.

3.3.1. Draft design analysis (Basis of Design)

3.3.2. Executive summary of the scope of all work

3.3.3. Draft Specification Table of Contents

3.3.4. Draft drawing cover sheet with table of contents.

3.4. 35% Design Submittal – Due 60 calendar days after Notice to Proceed (NTP). To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:

3.4.1. Table of Contents

3.4.2. Executive summary of the scope of all work

3.4.3. Minutes and sign-in sheets of all meetings pertaining to the development of the design.

3.4.4. Previous Government review comments and Contractor responses

3.4.5. Design Analysis (Basis of Design) and appropriate engineering calculations

3.4.6. Design drawings and specifications

3.5. 35% Design Review Meeting – Within 75 calendar days after NTP. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on the current design submittal and will include any pertinent issues which could affect future contract progress. The following items shall be covered. The Contractor shall respond to government comments seven days after Design Review Meeting.

3.5.1. Meeting attendees and contact information.

3.5.2. Review and resolution of design review comments

3.5.3. New business

3.5.4. Schedule

3.6. 35% Design Final Submittal – Within 90 calendar days after NTP. To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:

3.6.1. Table of Contents

3.6.2. Executive summary of the scope of all work

3.6.3. Minutes and sign-in sheets of all meetings pertaining to the development of the design

3.6.4. Preliminary cost estimate. Provide a PCE using the most recent standard Construction Specification Institute (CSI) format. The PCE shall show totals of each CSI divisional breakdown with subtotals, and below cost markups, as required. Additionally, the Contractor shall have a summary sheet illustrating all CSI divisions and an individual sheet per applicable CSI divisions, including at a minimum, a Description of Item, Quantity, Unit Type (e.g., EA, SF, LF), Unit Price, and Subtotals.

3.6.5. Previous Government review comments and Contractor responses

3.6.6. Design Analysis (Basis of Design) and appropriate engineering calculations

3.6.7. Design drawings and specifications

3.7. 35% Design Final Review Meeting Within 105 calendar days after NTP. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the final design review comments made on the current design submittal. The following items shall be covered. The Contractor shall respond to government comments seven days after Design Review Meeting.

4. CONTRACT ADMINISTRATION REQUIREMENTS

4.1. Progress Schedule, AF Form 3064 – The Contractor shall prepare and submit, for approval by the Contracting Officer (CO), a work breakdown structure. The work breakdown structure shall be used to report the cost and schedule status for this project. All tasks required under this type of contract shall be included in the work breakdown structure.

4.2. Progress Reports, AF Form 3065 – The Contractor shall complete biweekly Contract Progress Reports throughout the contract period. The work elements and percentages of the total job identified on the AF Form 3065 shall be identical to the work elements and percentages indicated on the AF Form 3064. Each invoice should be based on the most recent approved AF Form 3065 and will be entered through Wide Area Work Flow (WAWF). The AF Form 3064, AF Form 3065, and invoice shall all cover the same period of performance.

4.3. Notification Requirement – The Contractor is required to notify the Contracting Officer and the Project Manager of critical issues that may affect life, health, safety, contract performance, or the environment. Verbal notification should be made immediately followed by written notification as soon as practical.

4.4. Transmittal Form – The Contractor is required to use AF Form 3000 Material Approval Submittal as the transmittal form for both design and construction submittals.

4.5. Submittal Format – Provide submittals in electronic format, with the exception of material samples required for Submittal Description (SD)-04 Samples items. In addition to the electronic submittal, provide one hard copy of design submittals. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use Portable Document Format (PDF) as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical

Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature. Email electronic submittal documents fewer than 10 MB to an email address as directed by the Contracting Officer. Provide electronic documents over through DoD Safe.

Provide hard copies of submittals when requested by the Contracting Officer. Up to three additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.

5. PREPARATION OF SPECIFICATIONS AND REPORTS

The A/E contractor shall provide specifications that are as brief as possible, definitive, and free of ambiguities and omissions that may result in controversy and contractor claims for additional compensation. Use of the guide specifications of the Unified Facilities Guide Specifications (UFGS) system is mandatory in preparing specifications Design-Bid-Build projects. UFGS are available at the Whole Building Design Guide website http://dod.wbdg.org/ .

Tailor the UFGS as necessary to suit the work required by the specific project, including editing for metric or inch-pound. In addition, modify and edit to reflect the latest proven technology, materials, and methods, if warranted. Use the project specification sections from the website that are current at the beginning of the 50% design. Bound copies shall be provided as required in the contract. Specifications shall also be provided on approved electronic media as approved by the CO as Microsoft Word documents and/or pdf format.

1. Format for Specifications and Reports Cover Use the standard covers for submittals, specifications, and reports.

2. General Format Concerns. Type documents (12-point, minimum) on 8-1/2" x 11" white, bond paper.

The left and right margins shall be one inch.

3. Specification Format. The text numbering system, page numbering system, index, general format, and nomenclature shall conform to the latest format of the Construction Specification Institute or MasterSpec.

4. Page Numbering. Consecutively number each page within each section beginning with page 1, at the bottom center. For example, the fifth page of Section 06100, would be "06100-5." Begin each section on a new page. Final reports shall also be consecutively numbered at the bottom center.

5. Applicable Publications. Include in the specifications only those referenced publications that are necessary to establish a biddable standard. All referenced standards must be in a format to be in clear view in the Construction Contractor's office for easy reference.

6. Nomenclature. References to the "Architect, Engineer, Owner, Client," etc., are not permissible. Use "Contracting Officer" wherever "Owner" or "Client" is referenced and use "Contractor" wherever "subcontractor" or "installer" is referenced in the specifications.

7. Grammar. Use complete sentences with correct spelling. Do not include "contract" language in specifications. Address the technical aspects of projects only.

8. Tolerances. Write specifications without words such as "match existing" or similar phrases that cannot be bid without further information and that cannot be enforced. If possible, the specifications shall state allowable tolerance.

http://dod.wbdg.org/

6. SECURITY

6.1. SECURITY:

6.1.1. All personnel employed by the contractor in the performance of this contract, or any representative of the contractor entering the Governmental Installation shall abide by all security instructions and directives of Dover AFB. Employees are responsible for safeguarding all government property provided for contractor use.

6.1.2. At the close for each work period, government facilities, equipment and materials shall be secured, lights, heat and water turned off and all doors and window secured.

6.1.3. The contractor and, as applicable, subcontractor shall not employ persons for work on this contract if such employee is identified as a potential threat to the health, safety, security, general wellbeing or operational mission of the Installation and its population, nor shall the contractor or subcontractor employ persons under this contract who have an outstanding criminal warrant as identified during the Criminal Background Investigation

(CBI).

6.1.4. Contractors shall ensure their employees and those of their subcontracts have the proper credentials allowing them to work in the United States. Employees and subcontractors later found to be undocumented, or illegal aliens will be remanded to the proper authorities.

6.1.5. The contractor shall submit any request for compensation on delays to the Contracting Officer for approval. The contractor shall notify the Contracting Officer or authorized representative as soon as the contractor realizes/determines of any potential delays in accordance with the terms and conditions of this requirement.

6.1.6. All contractors and subcontractors when working in a Controlled, Restricted or other sensitive area must be escorted at all times. The military agency or unit responsible for the project or work is responsible for providing the escorts. The Contractor shall follow existing procedures and instructions for obtaining entrance to restricted or controlled areas.

6.2. CONTRACTOR BADGE POLICIES:

6.2.1. All requests for contractor badges will be submitted through the 436 th Contracting

Squadron and/or the requesting agencies base point of contact. The 436 th Contracting

Squadron or base point of contact will then fill out an Operational Risk Management Assessment Form (ORM) for the requesting agency and submit it to the Pass and Registrations section for approval IAW OPlan 31-101. As a minimum the ORM will be submitted 10-days prior to the requested date of employment.

6.2.2. All contactor employees requesting to be granted unescorted access to the Installation are required to consent to a Criminal Background Investigation (CBI) prior to being granted entry to the Installation. Continued employment is contingent upon successful completion and favorable reporting of the CBI.

6.2.3. DAFB Contractor badges will be issued for a maximum period of one year. Prior to reissuing new badges, all old badges must be returned to 436 Security Forces Squadron (436 SFS), Pass and Registration for destruction. Also, before a new badge will be issued, an ORM must be resubmitted to the Pass and Registration section for approval. In the event a badge is lost or stolen, immediately contact the 436 Security Forces Squadron, Pass and Registration office. The badge holder must accomplish the Loss/Theft of Identification Worksheet and provide it to his/her supervisor. The supervisor of the contractor will investigate the loss and report in writing the circumstances in which the badge was lost to the 436th Contracting Squadron and 436 Security Forces Squadron, Pass and Registration office and submit a new request for badge before a new badge can be reissued.

6.2.4. Base Contracting Office or base point of contact will immediately notify 436 Security Forces Squadron, Pass and Registration when a contractor’s employment has been terminated. The Site Supervisors are responsible for notifying and returning the contractor’s badge to Pass and Registration when this occurs. At no time will a contractor contact Security Forces directly regarding badge denial; they need to contact the Contracting Officer.

6.3. INSTALLATION ACCESS:

6.3.1. The contractor shall obtain personal contractor identification badges for all employees and vehicle passes for all contractor and personal vehicles requiring entry onto Dover AFB from 436 SFS, Pass and Registration, for the duration of the contract. Employees are only permitted to enter the Installation during the date and time periods indicated on their contractor badge.

6.3.2. Vehicle registration, proof of insurance and a valid driver’s license must be presented for all vehicles while operating on the Installation. All vehicles entering the DAFB Main Base, Military Family Housing or sensitive areas are subject to search. Any refusal or non-consent by an employee will result in termination of their base access and immediate confiscation of this access badge.

6.3.3. During Force Protection Condition (FPCON) Normal and Alpha, personnel without base issued badges must be sponsored onto the installation.

6.3.4. During FPCON Bravo, Charlie and Delta, personnel without base issued identification shall be physically escorted onto the installation.

6.3.5. During Higher FPCONs (Charlie and Delta) the base will normally curtail non- essential operations/functions; access by non-essential Contract operations will be suspended as the direction of the Installation Commander.

6.3.6. DoD Contractors supporting a Base Service Contract (e.g., Custodial Services, Ground Maintenance, etc.) are highly encouraged to complete AT Awareness Level I training IAW AFI 10-245, Antiterrorism, Standard 25, by completing the―Force Protection computer based training (CBT) course through the Joint Knowledge Online (JKO) Learning Management System (LMS) at http://jko.jten.mil/courses/atl1/launch.html for individuals without access to government Non-classified Internet Protocol Router Network (NIPRNET) computer and who do not possess a CAC card.

6.3.7. DoD Contractors or subcontractors without a CAC or who do not have access to a government Non-classified Internet Protocol Router Network (NIPRNET) computer performing construction on the installation should consider completing AT Awareness Level I training IAW AFI 10-245, Antiterrorism, Standard 25, by completing the― Force Protection computer based training (CBT) course through the Joint Knowledge Online (JKO) Learning Management System (LMS) at http://jko.jten.mil/courses/atl1/launch.html http://jko.jten.mil/courses/atl1/launch.html

6.3.8. IMPORTANT: The standalone course MUST be completed on the computer in which it is started. Course progress is not transferable between computers. The standalone course does provide a completion certificate but will not be tracked on JKO and no record will be maintained. AT Awareness Level I Training should be provided by the requiring unit after contract award or the sponsoring organization.

7. Antiterrorism

7.1.1. References:

• Department of Defense Instruction O-2000.16, Volume 1 DoD Antiterrorism (AT) Standards, Standard 18

• Defense Federal Acquisition Regulation Supplement (DFARS) (Reference (r)) reflects current DoD AT security requirements for defense contractors.

• Joint Publication 3-07.2 Antiterrorism

7.1.2. Terrorism is defined as: The calculated use of unlawful violence or threat of unlawful violence to inculcate fear; intended to coerce or to intimidate governments or societies in the pursuit of goals that are generally political, religious, or ideological.

7.1.3. Antiterrorism: As a prelude and during performance of any contract, it is critical that the Contractor be supportive of all Department of Defense (DoD) requirements to protect personnel and their families, installations, facilities, information, and other resources from terrorist acts.

7.1.4. Contractors or subcontractors possessing a Common Access Card (CAC) will complete AT Awareness Level I training IAW AFI 31-145, Antiterrorism, Standard 25, by completing the―Force Protection computer based training (CBT) course through the MyLearning site. This training site is available through the AF Portal at https://lms-jets.cce.af.mil/moodle/. This site automatically records members completion of training and enables the user to print a certificate if needed by the Unit or Base Training Manager.

7.1.5. Contractors or subcontractors without a CAC or who do not have access to a government Non-classified Internet Protocol Router Network (NIPRNET) computer performing construction/services on the installation will complete AT Awareness Level I training IAW AFI 31-245, Antiterrorism, Standard 25, by completing the― Force Protection computer based training (CBT) course through the Joint Knowledge Online (JKO) Learning Management System (LMS) at

7.2. Force Protection Condition (FPCON) Impact on Work Levels

7.2.1. If the DAFB FPCON is elevated to Charlie, the installation shall evaluate the need for contract services to be discontinued. At FPCON Delta, services are discontinued. Services shall resume when the FPCON level has been lowered.

7.2.2. Administrative Note: In the event of an emergency, dial 911 from any land line on the installation. The call will be routed to the ECC (302-677-6666). If a cell phone is used to dial 911, it will be routed to the county 911 dispatch. Inform the dispatcher the emergency is on DAFB and they will route the call to the DAFB ECC.

8. ATTACHMENTS

Attachment 1. Building 1212 Roof Report Attachment 2. Building 1212 Pavement Plan Attachment 3. B1212 As Built Drawings Attachment 4. B1212 Truck Leveling System Attachment 5. Floor Treatment Attachment 6. Radiant Heater Addition

STATEMENT OF WORK:

A/E Services for Design and Construction

1.1 OBJECTIVE: 3

PART I – PROJECT SPECIFIC GUIDANCE

1. SCOPE

1.1 OBJECTIVE:

1.2 PERIOD OF PERFORMANCE:

1.3 LIMITATIONS:

1.4 LOCATION:

1.5 OBJECTIVE OF DESIGN

1.6 DETAILED SCOPE

1.6.1 Bird Netting: Install bird netting under admin area overhand and in all three bay areas (estimated 20,000 square feet)

1.6.2 Fire Alarms: Replace existing fire alarm distribution, control, and all necessary wiring and detectors with system capable of communicating with 436 CES Fire Department D-21 Fire Alarm Reporting System. Fire alarm controls shall be located away ...

1.6.3 Electrical: Replace all non-LED lighting with LED lighting in accordance with UFC 3-550-01.

1.6.4 HVAC: Replace 3 ton, 1200 CFM air handler and heat pump. Replace nonfunctional ventilation louvres. Repair exhaust fans. Repair non functional infrared heating system. Repair control system so operation is unaffected by interior temperature and ...

1.6.5 Plumbing: Replace floor mounted water fountain.

1.6.6 Structural: Repair spray polyurethane foam roof sections A, B, and C in accordance with Attachment 1. Building 1212 Roof Report. Replace all roll up doors and ensure replacement is compatible with existing intrusion detection system. Repair unev...

1.6.7 Pavements: Replace damaged pavement sections in accordance with Attachment 2. B1212 pavement plan. Design for heavy industrial use for parking of fully loaded tractor trailers. Design shall include soil cement stabilization and aggregate draina...

1.6.8 Interior: Propose plan to clean interior insulation or replace if necessary. Include cost estimate for both courses of action.

1.6.9

2. POINTS OF CONTACT (POC):

3. GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, MATERIAL, AND PROPERTY

PART II – GENERIC REQUIREMENTS

1. GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS

1.5. Dover AFB specifications listed below are provided as solicitation/contract attachments:

2. TABLE OF DELIVERABLES

3. DESIGN DELIVERABLES

6. SECURITY

6.2. CONTRACTOR BADGE POLICIES:

6.3. INSTALLATION ACCESS:

7. Antiterrorism

Dover Air Force Base

Contact: TSgt W. Greer (302) 677-4729

RRI Roof Inspection/Maintenance

Building #: 1212

Roof Area Letter: A

Facility Picture#: 0935

Roof Area Overview Picture #: 947 - 962

Roof Area Defects Pictures #:

Date: 4-5-23

Initials of Inspectors Only: TR

Condition of Roof Area: Circle One

Green Yellow Amber Red

Roof System: SPF

Estimated Installation Date:

Interior Sensitivity: Circle One

High Medium Low

Roof Access: Circle One

Exterior ladder Lift Ladder Required

Elevation: 24’

Interior Temperature:

Interior Humidity: Circle One

Leak Comments (where, how, repair completed) and Picture locations on Drawing:

No active leaks

Missing downspout- pic 947

Voids at rising wall counterflashings- pics 949, 950, 956, 962

Holes in foam- pics 955 & 960

Rising wall masonry issues- pics 957 – 959, 961

Previous repairs- pic 951 Example

Additional Comments:

Attachment 1 - B1212 Roof Report

Roof Area Letter: B

Roof Area Overview Picture #: 963, 969, 972

Voids in rising wall counterflashings- pic 970

Holes in foam- pic 971 Example

Rising wall masonry issues- pics 964 & 973 Example

Previous repairs- pic 964 Example

Voids at perimeter edges- pics 965 & 966

Roof Area Letter: C

Roof Area Overview Picture #: 974 & 988

Previous repairs- pics 978, 979, 982

Holes in foam- pics 977, 980, 984

Voids at rising wall counterflashing- pics 975, 976, 981, 985, 986

Masonry issues- pics 987 & 991

Roof Area Letter: D

Roof Area Overview Picture #: 936 - 946

Roof System: SSM

Elevation: 15’

No issues

Roof ARoof BRoof C

Roof D

Roofing Resources, Inc.

Project

Customer

DWG. By

Date Scale

This drawing is the property of Roofing Resources, Inc.

It may not be reproduced without consent.

N.T.S

TWCF Roof Survey, B-1212

Dover, AFB

LEH

423 Mcfarlan Road Suite #100 Kennett Square, PA 19348

Tel: (610) 558-4000 Fax: (610) 388-9415

June 29, 2022

Tim

Text Box

Voids at counterflashings and masonry issues

Arrow

Line

Text Box

Holes in foam across A, B, & C

1212 Roof area A

1212 Roof area B

1212 Roof area C

1212 Roof area D

Contact sheet (35)

1212 Drawing

Attachment 2 - B1212 Pavement Plan

Attachment 3 - B1212 As-Built Drawings

Sht1001.cal

Sht1002.cal

Sht1003.cal

Sht1004.cal

Sht1005.cal

Sht1006.cal

Sht1007.cal

Sht1008.cal

Sht1009.cal

Sht1010.cal

Sht1011.cal

Sht1012.cal

Sht1013.cal

Sht1014.cal

Sht1015.cal

Sht1016.cal

Sht1017.cal

Sht1018.cal

Sht1019.cal

Sht1020.cal

Sht1021.cal

Sht1022.cal

Sht1023.cal

Sht1024.cal

Sht1025.cal

Sht1026.cal

Sht1027.cal

Sht1028.cal

Sht1029.cal

Sht1030.cal

Sht1031.cal

Sht1032.cal

Sht1033.cal

Sht1034.cal

Sht1035.cal

Sht1036.cal

Sht1037.cal

Sht1038.cal

Sht1039.cal

Sht1040.cal

Sht1041.cal

Sht1042.cal

Sht1043.cal

Sht1044.cal

Sht1045.cal

Sht1046.cal

Sht1047.cal

Attachment 4 - B1212 Truck Leveling System

Attachment 5 - B1212 Floor Treatment

Sht-01.cal

Sht-02.cal

SHT-03.CAL

DATE

07DEC04

NEW METER

EXISTING TRANSFORMER

tNFARED HEATER CONTROL PANnL;

(lYPICAL OF 3

3#8+1#10

GROUND IN

1" CDNDUrT

TO 3P.,4DA.

CIRcurr BREAKER

IN SPACE IN

EXISTING

PANEL PDP

4BOV.,3P.,6DA.

FUSED SAFElY

SWITCH

DESCRIPTION

AS BUILT

LV1 LV2

.EIJ:l=1

48DV.,3P.,3DA.

FUSED SAFElY

SWITCH-FUSED

AT 25A.

(lYPICAL)

2 #12 + 1#12 GROUND IN CONDUIT

lYP ALL AUTOLOUVERS (LV) UNrrs TO FANS, SWITCHES

AND PNL RDP CB1

LV3 LV4 LV5 LV6

(lYPICAL OF 24) £

ELECTRIC INFRARED

HEATER

:Ell::l:::1 48DV .. 3•,13.5KW EACb

0~;~~~#1D

48DV .. 3P.,3DA: 3 #8+ l #l D

NON-FUSED GROUND IN

SAFElY swrrcH 1 • CONDUrT

1" CONDUIT

~.Ell:1=1

FAN 1 TO

LV1, LV2, LV3

AIR CURTAIN MOTOR

4BOV.,3~,7.5HP

(lYPICAL OF 2)

BUILDING 1212

FAN 2 TD

LV4, LV5, LV6

PART PLAN

SCALE: NONE

BY

2 #12 + 1#12 GROUND IN CONDUIT

TYP ALL AUTOLDUVERS (LV) UNITS TO FANS, SWITCHES

LV7 LVB

(VPP2-1

FAN 3 TO

LV7, LV8, LV9

LV9

ELECTRIC ROOM

LV10 LV11 LV12

0;;J~f#1D lYPICA.L)

3#8+1#10

FAN 4 TO

LV1D. LV11, LV12

2 #12 + 1#12 GROUND IN CDNDUrT lYP ALL AUTOLDUVERS (LV) UNrrs TO FANS, SWITCHES

LV13 LV14

FAN 5 TO

LV13, LV14, LV15

LV15

<§)PP3-7

LV16 LV17 LV18

FAN 6 TO

LV16, LV17, LV18

MJZ IN ACCORDANCE WITH FAR 52 236-21 ENTITLED SPECIFICATIONS ANp

DRAWING$ FOR CONSTRUCTION, THE SIGNATURE HEREON EVIDENCES

THE APPROVAL OF CHUGACH SUPPORT SERVICES, INC. THE SHOP

DRAWINGS PROVIDED HAVE BEEN COORDINATED ON AND REVIEWED FOR

ACCURACY. COMPLETENESS. AND COMPLIANCE wrrH CONTRACT

Chugach Support Services Inc.

Building 447 Tuskeege Street

P .0. Box 2049

OAFS, OE 19902

OFFICE: (302) ; 35-5570 FAX: (302) 735-9737

TITLE:

SUBMITTED

CHIEF ENGINEER

REFERENCED NOTES:

0 EXTEND TO CIRCUIT INDICATED VIA 3 POLE, 40 AMP CDNTACTOR IN CONTROL PANEL CP- 1.

(V EXTEND TO CIRCUrT INDICATED VIA 3 POLE, 40 AMP CONTACTOR IN CONTROL PANEL CP-2.

<§> EXTEND TO CIRCUIT INDICATED VIA 3 POLE, 40 AMP CDNTACTOR IN CONTROL PANEL CP-3.

MECHANICAL NOTES:

1. ELECTRIC INFRARED RADIANT (EIH-1) HEATER SHALL BE HEAVY GAUGE, MIRROR-FINISH ALUMINUM, IMPACT-RESISTANT lYPE. PROVIDE MOUNTING BRACKETS FOR HANGING. INSTALL INFRARED ELECTRIC

HEATERS AS PER MANUFACTURER'S RECOMMENDATIONS

MANUFACTURER: AITKEN PRODUCTS, INC.

MODEL#: OH135431 OR APPROVED EQUAL.

WATTS: 13,500

VOLTS: 480

PHASE: 3

HERTZ: 60

AMPS: 16.3

MINIMUM MOUNTING HEIGHT: 12' -0"

CONTROi PANEi ·

MODEL#: N1648-A

TOTAL CAPACITY: 160 AMP

QUANTITY & RATING OF CONTACTORS: (4)40 AMP

VOLTS: 480

PHASE: 3

HERTZ: 60

MAX. KW (BALANCED 3 PHASE): 128

2. AIR DOOR CURTAIN SHALL BE DIRECT DRIVE T.E.A.O. MOTOR, GALVANIZED STEEL BLOWER WHEELS & HOUSING, ADJUSTABLE AIR DISCHARGE NOZZLE, FIBERGLASS AIR OIVERTERS ON FAN DISCHARGE, BEIGE BAKED ON ENAMEL FINISH, WELDED 14 GAUGE ALUMINUM STEEL CABINET, 1/2" MOUNTING HOLES, AMCA

CERTIFIED. INSTALLED AIR CURTAIN AS PER MANUFACTURER'S RECOMMENDATIONS,

MANUFACTURER: BERNER INTERNATIONAL CORP.

MODEL#: CFA-1-12DA, 10 FT LONG

NOZZLE WIDTH: 11 7"

MAX. VEL/DUTLET VEL (FPM): 4500/3627

AIR VOLUME: 12,526 CFM

MOTOR @ HP: 1117.5

POWER RATING (KW): 4.8

NET WEIGHT: 705 LBS.

REMOTE MOUNTED MOTOR CONTROL PANEL FDR 2 MOTOR @7-)i HP-MODEL#903AAHCFDD7 DOOR swrrcH (PLUNGER lYPE): MDDEL#9503SD020-P REMOTE MOUNTED HAND/ON/OFF SWrTCH: MOOEL#9505HOAR

WALL SUPPORT BRACKET (2 PER AIR CURTAIN): MDDEL#66CF-WNB

EXTENSION BRACKET (2 PER AIR CURTAIN): MODEL#66CF-012EB

ENffiT Century Engineering, Inc.

32 We•l Road Tennon, Maryland 21204 Voice (4,10) 823-6070 Fax (,UO) 823-211:W

AIR MOBILITY COMMAND

DOVER AIR FORCE BASE, DELA\./ARE

BUILDING 1212

FLOOR PLAN - MECHANICAL/ELECTRICAL

APPROVED

CHIEF ENGINEER

APPROVED

COMMANDER

ME-1 ~~g/16/oV~

DATE: PROJECT NUMBER:

NOTED

DRA\./N BY:

JUNE 2, 2004 41066 / D0#5033 RAV SHEET OF 2

Attachment 6 - B1212 Radiant Heater Addition

ELECTRICAL LEGEND -D

PANELBOARD, AS NOTED, MOUNT AT 6'-6" A.F.F. TO TOP

EQUIPMENT CABINET, AS NOTED, MOUNT AT 6'-6" A.F.F. TO TOP

SAFETY DISCONNECT SWITCH

MOTOR CONNECTION

CONDUIT AND WIRE, CONCEALED IN WALLS OR ABOVE CEILINGS

' • • HOMERUN TO PANELBOARD:

"11-1,3 ARROWS INDICATE QUANTITY OF CIRCUITS

CROSSLINES INDICATE QUANTITY OF CONDUCTORS

CONDUITS SHOWN WITHOUT CROSSLINES SHALL BE 2#12 AND 1#12

GROUND IN 3/4" CONDUIT UNLESS NOTED OTHERWISE

NOTATION INDICATES PANELBOARD AND CIRCUIT NUMBER TO WHICH

CIRCUITS ARE TO BE EXTENDED

REFER TO BRANCH CIRCUIT WIRE SIZING CHART FOR SIZING OF

CONDUCTORS FOR LONG DISTANCE CIRCUITS

ELECTRICAL ABBREVIATIONS

A AMPERE(S) MLO MAIN LUGS ONLY

I

BRANCH CIRCUIT WIRE SIZ~MG

(20 AMPERE SINGLE PHASE CIRCUITS) 1

I LENGTH OF RUN I HOMERUN SIZE~2~ I CIRCUIT WIRE S1ZE~32 I

J 120 VOLT SYSTEM

o· - 100' I #12 I #12 100· - 150' I #10 I #12 150' - 250' I #8 I #10

J 208 OR 240 VOLT SYSTEM

o· - 175' I #12 I #12 115· - 250' I #10 I #12 250' - 400' I #8 I #10

J 277 VOLT SYSTEM

I o· - 200' I #12 I #12 I 200' - 300' I #10 I #12

300' - 500' I #8 I #10

NOTES

0 WIRING FDR BRANCH CIRCUITS PROTECTED BY 20 AMPERE

OVERCURRENT PROTECTIVE DEVICES SHALL BE SIZED IN

ACCORDANCE WITH THE ABOVE TABLE. WIRING FOR OTHER BRANCH

CIRCUITS SHALL BE SIZED AS SHOWN ON DRAWINGS, EQUIPMENT

GROUNDING CONDUCTOR SHALL BE SIZED THE SAME AS THE

HOMERUN/CIRCUrr CONDUCTOR.

I

AIC AMPERES INTERRUPTING CAPACITY NFSS NON-FUSED SAFETY SWITCH (V HOMERUN LENGTH SHALL BE FROM THE PANELBDARO TO THE CLOSEST OUTLET. DEVICE OR FIXTURE ON THE CIRCUIT. ATS AUTOMATIC TRANSFER SWITCH ¢ PHASE

AWG AMERICAN WIRE GAUGE p POLE

C CONDUIT

PNL PANELBOARD

C/B CIRCUIT BREAKER

PRI PRIMARY

SEC SECONDARY

CKT CIRCUIT

SYM SYMMETRICAL

CONT CONTINUATION

!:, DELTA CONNECTED

TYP TYPICAL

DISC DISCONNECT

UG UNDERGROUND

DWG DRAWING

UNO UNLESS NOTED

EX EXISTING V VOLTS

FSS FUSED SAFETY SWITCH w WIRE, WATTS lsc SHORT CIRCUIT INTERRUPING CAPACITY y WYE CONNECTED

(RMS SYMMETRICAL AMPERES)

Kcmil THOUSAND CIRCULAR MILLS

KV KILOVOLTS

KVA KILO-VOLT-AMPERES

KW KILOWATTS

MCB MAIN CIRCUIT BREAKER

PANEL PP1 <4-80/277 VOLT-3 PHASE-4 WIRE

225 AUPERE. MAIN WGS ONLY

lsc=14 ODO A.LC. SYM. SURFACE MOUNTED ENCLOSURE

1~~-1 SERVING ~ICKT.I SERVING POLE AMP NO. ~ POL AMP

1 INFRARED HEATERS C2l

INFRARED HEATERS (2)

13 SPARE

19 SPACE

21 SPACE

23 SPACE

PANEL PP2

lsc=14 000 A.I.C. SYM.

1~~-1 SERVING

INFRARED HEATERS C2l

7 CNFRAREO HEATERS C2l

13 SPACE

15 SPACE

17 SPACE

19 SPACE

21 SPACE

23 SPACE

3 40 2

3 40 8

40 14

INFRARED HEATERS (2) 3 40

INFRARED HEATERS (2) 3 40

RADIAL SAW

RADIAL SAW

RADIAL SAW

SPACE

SPACE

SPACE

'> 3 20

480/277 VOLT-3 PHASE-4 WIRE

225 AMPERE, MAIN LUGS ONLY

SURFACE MOUNTED ENCLOSURE

~ICKT.I SERVING

~.No ..

3 40 2 INFRARED HEATERS (2) 3 40

4, 40 B SPARE 3 40

14 SPACE

16 SPACE

18 SPACE

20 SPACE

22 SPACE

24 SPACE

~ CIRCUIT LENGTH SHALL BE FROM THE CLOSEST TO THE FARTHEST

ourrLET. DEVICE DR FlXTURE.

OTHERWISE

PANEL PP3 4B0/277 VOLT-J PHASE-4 WIRE

225 AMPERE. 1/AIN WGS ONLY

lsc-14 000 A.I.C. SYM. SURFACE I.IOUNTED ENCLOSURE

I ~~-I SERVING ~ICKT.I SERVING POL AMP NO. ~ POL AMP

1 INFRARED HEATERS (2) 3 40 2 INFRARED HEATERS C2) 3 40

3 4 5 6

7 INFRARED HEATERS (2) 40 8 SPARE 3 40

9 --- 10 11 12

13 SPACE 14 SPACE

15 SPACE 16 SPACE

17 SPACE 18 SPACE

19 SPACE 20 SPACE

21 SPACE 22 SPACE

23 SPACE 24 SPACE

GENERAL NOTES - ELECTRICAL WORK

A. DRAWINGS SHALL NOT BE SCALED.

B. f~rlii'f~t/f/J9~7 J~E1iSENJf\'g ;E ~~~~LEfJ%~~T~~L RRa°uUfHH_,~N ~il~w~i,;L(~~PLY

TO ALL EQUIPMENT, WHETHER rr IS TO BE INSTALLED BY THE CONTRACTOR OR BY THE

OWNER.

C. PRIOR TO PURCHASE ANO INSTALLATION OF ANY MOTOR CONTROL EQUIPMENT (STARTERS,

ETC.), THE CONTRACTOR SHALL VERIFY THE ACTUAL MOTOR ELECTRICAL CHARACTERISTICS.

STARTER OVERLOADS SHALL BE SIZED IN ACCORDANCE wrrH THE ACTUAL MOTOR RUNNING

LOAD AMPERES.

o. PROVIDE EQUIPMENT GROUNDING CONDUCTORS FOR ALL FEEDERS ANO CIRCurrs.

E. WHERE CIRCUrr ANO HDMERUN LINES ARE NOT SHOWN, PROVIDE MINIMUM 2#12+1#12

GROUND IN 3/ 4" CONDUIT. FDR CIRCUITS WITH SHARED NEUTRAL. PROVIDE NO MORE THAN

3#12 (PHASE), 1#12 (NELirrRAL) ANO 1#12 GROUND IN 3/4" CONOUrf. REFER TO BRANCH CIRCUrf WIRE SIZING CHART FOR SIZING OF CONDUCTORS FOR LONG CIRCUITS.

F. PROVIDE TYPED CIRCUrf DIRECTORIES FOR ALL PANELBOARDS TO INDICATE TYPE OF LOAD

SERVED ANO AREA SERVED (E.G. RECEPTACLES-OFFICE 201).

EXIST SOQKVA PAD MOI/NT t:, /ADDEO SECONDARY METERING

TRANSFORMER AT TRANSFORMER

12.4KV PRIMA;;;---

4B0/277V. SECONDARY T

-=- M

EXIST. ENCLOSED C/B

4BOV,3P,BOOA

PROVISIONS FOR

PORTABLE

GENERATOR----rn

EXISTING L\!NJML h JRANSFrn SWITCH .ITTS~

4BOV.,3P.,BOOA.

EXISTING 48D/277V.,

PANEL MOP 3• 4W.

BODA MLO ! ! l

EXi) EXi) i)2DOA.

EXISTING LOADS

~~~t1 1N

E.lfil].

2-1/2" CONOUrf .Ee.1

PROVIDED NEW C/B IN

EX. SPACE IN PANEL

(TYP. OF 3).

lsc=22 000 A.I.C.

l)1soA. l/)1soA.

ff 4#1/0+1#6

2" CDNOUrf

E.lfill. =

SINGLE LINE DIAGRAM

NO SCALE

ENffiT Century Engineering, Inc.

32 lfe•l Road T0"1'111DU, 14.uyland 21204 Voice (-4:-10) 823-8070 Fu: {410) 823-2164-

1"------------------------\1,,------------------~ /---------------------~\/,----------------------------------..._\(,-------------

DATE DESCRIPTION BY

07 DEC 04 AS BUILT MJZ IN ACCORDANCE WITH fAR 52 236 21 ENTITLED SPECIFICATIONS ANQ

DRAWINGS FOR CONSTRI/CTION, THE SIGNATURE HEREON EVIDENCES

THE APPROVAL OF CHUGACH SUPPORT SERVICES, INC. THE SHOP

DRAWINGS PROVIDED HAVE BEEN COORDINATED ON AND REVIEWED FOR

ACCURACY. COMPLETENESS. ANO COMPLIANCE wrrH CONTRACT

REQUIREMENTS.

fflJ!~.,, i,IJO ~/6~

PROJECT MANAGER

Yl.:..I Y \.JI ~\LJ1.:..11vi: v v ui.;.1;;;:, u rui.;.u 1L,.,10V•

Chugach Support Services Inc.

Building 447 Tuskeege Street

P .0. Box 2049

DAFB, DE 19902

OFFICE: (302) 735-5570 FAX: (302) 735-9737

AIR MOBILITY COMJ\1AND

DOVER AIR FORCE BASE, DELA\./ARE

TITLE: BUILDING 1212

LEGEND, ABBREVIATIONS AND NOTES

SUBMITTED I APPROVED I APPROVED

CHIEF ENGINEER CHIEF ENGINEER COMMANDER

BY: DATE: I PROJECT NUMBER: I SCALE: AS NOTED IDRA\./N

JUNE 2, 2004 41066 / D0#5033 RAV \.~---~---'-------------~--------~------~

_ _,...._... ' ,.,.. •I,,,-_,,......, r,A

:llllllJl..j .L . .1.£. .Lll.'.:3LCIII IIC:CL ::,u.:::.Lt:111 llll.lCJl.:::.IL IIIUIIILIUJJ::)j ,l-111..l '111'-'-'V'"-" UUlll.."::>\l'JL.-.1. U/ ..._..._..._. v •'-'

,u.u,. ,..., ME-2

SHEET 2 OF 2 \.~---------