XDQU172001 - SOW Revised 22 Final.docx

Proposal Requirements Scope and Program for Design Quality Standards and Technical Specifications

For

CONSTRUCT ACS WEAPONS SYSTEM FACILITY

For 117thAir Control Squadron Savannah/Hilton Head IAP Savannah, Georgia

Project No. XDQU172001

May 2022

TABLE OF CONTENTS

STATEMENT OF OBJECTIVES PREFACE

PART 1 GENERAL REQUIREMENTS

ATTACHMENT A: PROJECT‐SPECIFIC GENERAL REQUIREMENTS

PART 2 STATEMENT OF WORK/PROJECT PROGRAM

ATTACHMENT B: PROJECT‐SPECIFIC PROGRAM DOCUMENTS B.1: SPACE ALLOCATIONS

B. 2: ROOM DATA SHEETS

ATTACHMENT C: DRAWINGS

C. 1: PROJECT LOCATION AND VICINITY PLANS C.2: CONCEPT PLAN

ATTACHMENT D: ADMINISTRATIVE ATTACHMENTS D.1: DD1354

D. 2: LIST OF CODES

PROJECT NO: XDQU172001 CONSTRUCT ACS WEAPONS

SYSTEM FACILITY

117th AIR CONTROL SQUADRON

SAVANNAH, GEORGIA

MAY 2022

PREFACE

This Proposal Requirement consists of four parts.

PART 1 GENERAL REQUIREMENTS: Contains general contract administrative and execution requirements including, but not limited to project summary, design criteria & process, schedule, temporary utilities, and design and construction oversight processes.

ATTACHMENT A PROJECT‐SPECIFIC REQUIREMENTS: Contains project‐specific general requirements that may either supplement and/or modify those requirements contained in the body of Part 1.

PART 2 STATEMENT OF WORK/PROJECT PROGRAM: Lists the project requirements, specific scope items, and expected quality level above and beyond those outlined in Part 3.

ATTACHMENT B PROJECT‐SPECIFIC PROGRAM REQUIREMENTS: Contains project‐specific program space allocations and room data requirements that may either modify and/or supplement the standard paragraphs in the Part 2 Statement of Work/Project Program section.

PART 3 MINIMUM MATERIALS ENGINEERING AND CONSTRUCTION REQUIREMENTS: Contains Performance Specifications and minimum quality requirements.

PART 4 ATTACHMENTS: Contains background project information, references, and other project‐specific requirements.

PREFACE

PART 1

GENERAL REQUIREMENTS

CHAPTERS

1. PROJECT SUMMARY

2. DEFINITIONS

3. ORDER OF PRECEDENCE

4. POST AWARD KICKOFF MEETING (PAK)

5. DESIGN

6. SUBMITTALS PROJECTSPECIFIC

7. SCHEDULE

8. PRECONSTRUCTION CONFERENCE

9. SCHEDULE OF PRICES

10. EXISTING UNDERGROUND UTILITIES

11. LICENSES/PERMITS

12. TEMPORARY UTILITIES

13. RECORD DRAWINGS AND OPERATION & MAINTENANCE (O&M) DATA

14. WARRANTY

15. INSURANCE

ATTACHMENT A: PROJECT SPECIFIC GENERAL REQUIREMENTS

OTHER ATTACHMENTS: SEE PART 4

PART 1 – GENERAL REQUIREMENTS

PART 1

GENERAL REQUIREMENTS

1. PROJECT SUMMARY: Construct 3,000 SF pre-engineered metal building (PEMB) Building. See additional project description in Part 2, Statement of Work/Project Program.

2. DEFINITIONS: As used throughout the contract, the following terms shall have the meaning set forth below:

Contractor: The DB Contractor refers to both the Prime Contractor and subcontractors, including the Designer of Record.

Designer of Record (DOR): Licensed architect/engineer working as subcontractor to or partner with prime Contractor who provides design for this contract.

Quality Control (QC): Contractor’s system to control the quality of design, material, equipment and construction.

Federal Holidays: New Year’s Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day; Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day.

Contract: Contract or task order.

Contracting Officer’s Representative (COR) / Project Manager: The individual designated by the Georgia National Guard to speak for the Agency and provide coordination during the Construction phase of the project. Henceforth the terms Contracting Officer’s Representative (COR) and Project Manager are interchangeable.

3. ORDER OF PRECEDENCE: In the event of conflict or inconsistency between any of the below described portions of the confirmed contract, precedence shall be given in the following order:

a. Any portions of the proposal or final design that exceed the requirements of the solicitation.

1) Any portion of the proposal that exceeds the final design.

2) Any portion of the final design that exceeds the proposal.

3) Where portions within either the proposal or the final design conflict, the portion that most exceeds the requirements of the solicitation has precedence.

b. The requirements of the solicitation, in descending order of precedence:

1) Part 1 – General Requirements

2) Part 1 – Attachment A ‐ Project‐Specific General Requirements

3) Part 2 – Statement of Work/Project Program

4) Part 2 ‐ Attachment B Project Specific Program Documents

5) Part 3 – Minimum Materials, Engineering and Construction Requirements

6) Part 4 – Attachments C and D

4. POST AWARD KICKOFF MEETING (PAK): Prior to commencement of design, and within 21 calendar days of award, meet with representatives of the Contracting Officer’s Project Management Team, Installation and user to present the concept design for discussion and acceptance. The project team will develop a mutual understanding relative to the approved proposal, safety program, environmental permits and requirements, quality control procedures, and design and construction schedule. During the meeting, DB shall propose and gain acceptance for any critical path work activities requiring advance submittal and approval. If the contract includes work on any fire protection system, including fire alarm and mass notification systems, the DB and the appropriate DOR shall meet to establish clear expectations of fire protection requirements of the project.

The DB’s key personnel shall attend at the expense of the DB. Key personnel are defined as the Project Manager, Superintendent, CQC representative(s), DOR, major subcontractors and specialized supplementary personnel.

5. DESIGN: Design is the work necessary to ensure functionality, quality, and safety for critical facets of the project.

a. Provide work in compliance with the following design standards and codes, as a minimum. Government standards listed in this Proposal Requirement take precedence over industry standards.

b. The advisory provisions of all codes, requirements, and standards shall be mandatory; substitute words such as “shall”, “must”, or “required” for words such as “should”, “may”, or “recommended,” wherever they appear. The results of these wording substitutions incorporate these code and Standard statements as requirements. Comply with the required and advisory portions of the current edition of the standard at the time of contract solicitation.

c. Provide professional registration and design signing and stamping requirements per local and federal codes. See Part 4, Attachment D.

d. Design phase will require compliance with COR requirements for DB to stop design at specified intervals and submit for review prior to continuing with further design.

1) DB will task its DOR to perform all necessary site investigative work, develop three site plan options (siting the facility) and one floor plan option (based off the ANG standard approved floor plan) then submit to COR for review. DB will come to a complete and full stop and await COR review comments before proceeding. DB will anticipate and plan around a ten business day stoppage awaiting comments from the COR and selection of the site. All COR comments are binding as a condition to proceeding with design. This will be termed “Type A2 – 35% Concept Design”.

2) Upon receipt of notice to proceed beyond A2 stage by COR, the DB will task its DOR to fully design the building to the 95% pre‐final stage and submit all deliverables to the COR for review. DB will come to a complete and full stop and await COR review comments before proceeding. At this stage the design is complete as intended by the DB and shall be “ready” for receipt of professional stamps and seals. DB will anticipate and plan around a ten business day stoppage awaiting comments from the COR. All COR comments are binding as a condition to proceeding further. This will be termed “Type B2 – 95% Pre‐Final Design”

3) Upon receipt of notice to proceed beyond B2 stage by COR, the DB will task its DOR to complete final design, professionally stamp and seal all plans and specifications, and furnish copies of the ready for construction deliverables to the COR. This will begin the construction phase of the project.

e. See Attachment A for project‐specific submittal requirements.

6. SUBMITTALS PROJECT SPECIFIC: Provide to the Government submittals as listed. See Paragraph 5, DESIGN, and Attachment A for specific design and construction submittal format and approval and surveillance requirements. Design drawings may be prepared more like shop drawings to minimize construction submittals after final designs are approved. Therefore, the Contractor is encouraged to prepare and submit with the design drawings, appropriate connection, fabrication, layout, and product specific drawings.

a. Schedule: Provide detailed design schedule and preliminary construction schedule, due prior to PAK.

b. Schedule of Prices, initial due 21 calendar days after award and a detailed due prior to construction.

c. Record Drawings, due at Beneficial Occupancy (BO).

d. DD Form 1354: For all new construction, demolition, and any construction on an existing facility that adds new parts, items, or systems that are not maintenance or repair; e.g. replacement of windows, replacement of roofs, replacement of an exterior utility, adding an AC system, adding exterior lighting, the DOR shall prepare DD Form 1354 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY, see Part 4 Attachments. Submit form for Government approval a minimum of 30 calendar days prior to final acceptance of work.

7. SCHEDULE: Provide Design and Construction Schedule adequate for Contractor to efficiently manage project and for Government to efficiently manage QA and scheduling interfaces. Include construction phasing and any work restrictions (such as occupied spaces, special hours, potential work disruptions). Schedule shall contain dates for completion of each task including material procurement, and construction activities. Update the schedule at least monthly; use 3‐week look‐ahead for each QC meeting. Plan schedule around the base closing for locally observed 3‐business day “extended” holiday hours centered on the Thanksgiving and Christmas federal holidays. There will be zero consideration given for allowing weekend work or holiday work to accommodate schedule delays with the exception of making available to the DB the once monthly 165th Airlift Wing “Regularly Scheduled Drill (RSD)” weekends for performing catch up work. In no case will those RSD weekends be built into the construction schedule they are there to provide some relief should DB fall behind.

8. PRECONSTRUCTION CONFERENCE: Prior to construction or demolition start, meet with COR onsite to discuss and develop mutual understanding relative to administration of the base safety programs, fire department procedures, installation security forces procedures, installation access procedures, environmental issues, safety of building occupants and surrounding areas, hazardous materials, waste disposal, construction QC procedures, construction schedule, labor provisions and other construction phase contract procedures. The Preconstruction Conference shall reinforce partnering philosophy initially established during the PAK.

9. SCHEDULE OF PRICES: Submit on forms furnished by the Government. The initial schedule of prices may be preliminary for construction activities until the design is developed. Include a detailed breakdown of the contract price, with quantities for each kind of work. Include General Conditions, profit, and overhead in the unit prices. Break down into design and each construction category. The Contractor may invoice for bonds once the Government has approved the bonds, however, no other requests for payment will be processed without an approved Schedule of Prices.

10. EXISTING UNDERGROUND UTILITIES: Verify on‐site utilities and have them marked out by a utility locator service prior to the start of construction. Where existing piping, utilities, oil and gas lines, and underground obstructions of any type that are to remain are indicated in locations to be traversed by new piping, ducts, and other work provided herein, and such are not indicated or specified to be removed, the elevations of the existing utilities and obstructions shall be determined before the new work is laid closer than the nearest manhole or other structure at which an adjustment in grade could be made. Obtain required dig permits and notify the COR 21 calendar days prior to any excavation.

11. LICENSES/PERMITS: Obtain all appointments, licenses, and permits required to perform work under this contract at no additional expense to the Government. See State Permit Checklist included in PART 4, Attachment D for list of permits. Comply with all applicable federal, state, and local laws, and base regulations and procedures. Provide evidence of such permits and licenses to the COR before work commences and at other times as requested by the Contracting Officer.

In accordance with FAR 28.102-1(a), contractors shall include a copy of payment and performance bonds.

The contractor shall submit a completed Permit Checklist form with the first design submittal package. Contractor shall determine correct permit fees and pay said fees. Copies of all permits, permit applications, and the completed form shall be forwarded to the COR.

Contractor is exclusively responsible for his full compliance with patent laws and shall affirm that the company is licensed to use equipment and processes the company shall employ in this project.

12. TEMPORARY UTILITIES:

a. The Government will provide water and power in reasonable quantities at the prevailing rates, with the exception that any contractor furnished jobsite trailer will be connected to a temporary electrical meter and electrical costs for that meter shall be paid for by contractor. Should operable restrooms exist in the trailer the contractor shall arrange for blackwater tank and sewage pumping service, no exceptions.

b. All labor, material, and equipment necessary to affect temporary utility tie‐ins, including transformers if necessary, shall be at the expense of the Contractor and under the surveillance of the COR.

c. The Contractor shall be responsible for any damages to Government, private or public facilities and property that may result from the installation and removal of these temporary utility tie‐ins. Corrections and repairs shall be made at the Contractor’s expense.

d. The actual location and installation of the temporary tie‐in, together with any interruptions of utilities systems, shall be identified and approved by the COR prior to execution. Notify the COR 15 calendar days prior to any tie‐ins.

e. Permanent utility systems, when indicated, will be available for tie‐in.

f. No wired telephone or data network connections to internet service providers are available. Contractor shall anticipate having to use its own use mobile internet and telephone service provider.

g. Maintain utility services to existing facilities surrounding the site at all times during construction.

h. Contractor shall install and certify back flow preventers on all connections to the potable water supply system.

13. RECORD DRAWINGS AND OPERATION & MAINTENANCE (O&M) DATA: Furnish hard copy and electronic format for all as‐built and O&M information. Record drawings shall incorporate all changes to the approved final design. Provide O&M data for as‐built products, materials, and equipment, including data sheets, test reports, warranties, certificates, list of spare parts suppliers for all pieces of equipment, and approved construction submittals. Refer to Part 1 Attachment A.

14. WARRANTY: Warrant all materials and work for not less than one year after final acceptance of the work, except as otherwise indicated in this RFP. If required to provide remedial repair of previously installed work due to latent defect or unacceptable work performance, warrant the repaired work for one year after the completion and acceptance of the repair. For warranted items, furnish the manufacturers’ original written warranty accompanied by a copy of the supplier’s receipt showing place of purchase, telephone number of supplier, address, delivery order number if applicable, and ticket number.

15. INSURANCE: Before commencing work under this contract, the Contractor shall certify to the Contracting Officer, in writing, that the required insurance has been obtained. The policies referenced in the certification (s) shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government’s interest shall not be effective (1) for such period as the laws of the state in which this contract is to be performed prescribe or (2) until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer. The Contractor shall maintain a copy of proofs of required insurance, and shall make copies available to the Contracting Officer upon request. The Contractor shall maintain a copy of all subcontractors’ proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

Reference Contract Clause titled, “Insurance -Work on a Government Installation (FAR 52.228-5). Kinds and minimum amounts are as follows:

KIND AMOUNTS

Workmen’s Compensation $100,000 (see paragraph 1.2, below) Comprehensive General Liability $500,000 per occurrence for bodily injury Comprehensive Automobile Liability $200,000 per person and $500,000 per accident for bodily injury and $20,000 for property damage

(If applicable) $200,000 per person and $500,000 per occurrence Aircraft Public and Passenger for bodily injury, other than passenger Liability liability and $200,000 per occurrence for property damage; coverage for passenger liability bodily injury shall be at least $200,000 multiplied by the number of seats $200,000 multiplied by the number of seats or passengers, whichever is greater

‐‐ End of Section ‐‐

PART 1 – ATTACHMENT A PROJECT‐ SPECIFIC GENERAL REQUIRMENTS

The following requirements are project specific and may either supplement and/or modify those requirements contained in the body of Part 1, General Requirements, for Small Projects. Paragraph numbers in Part 1 correspond to paragraph numbers used in Part 1, Attachment A.

Paragraph 5b, PROJECT SPECIFIC

Submit design drawings or sketches, calculations and manufacturer’s data to demonstrate compliance with contract requirements.

Provide hard and electronic copies of design submittal package to the following reviewers 1 week prior to any design review meeting:

Deliverable

Design Coord’r

Agency Maint

End User

Design Development

Full size Drawings or Sketches

Specifications and Manufacturer’s Cut Sheets

Finish Documentation Color Boards

Final Design

2‐1/2 size 2‐1/2 size

1‐1/2 size 1‐1/2 size, 1 full size

Specifications and Manufacturer’s Cut Sheets pdf only pdf only

Finish Documentation Color Boards

Draft 1354

PART 1 – ATTACHMENT A

PROJECT‐SPECIFIC GENERAL REQUIREMENTS

PROJECT NO: XDQU172001

CONSTRUCT ACS WEAPONS SYSTEM FACILITY

117th AIR CONTROL SQUADRON

1. The final design submittal must be professionally signed and sealed by the DOR and forwarded to the COR prior to the start of construction. Separated final design packages will only be considered for Government review and approval during the Post Award Kick‐off Meeting. The design submittals must be approved by the COR prior to the start of construction.

2. Construction submittals are to be Contractor‐approved, except those listed below:

a. DOR Approval required for:

1) Fire Protection related submittals

2) Earthwork and Geotechnical submittals

3) All components of the roof and exterior wall.

4) All components of the interior doors, hardware, cabinets, fireproofing/fire-stopping, railings, paint, finish materials/colors.

5) Telecommunications

b. Agency Design Review required for the items stated in the codes included in Part 4 − Attachment D, prior to purchase.

3. Submit all construction submittals, approved by the DOR, to the Agency for surveillance:

a. Submit fire detection related submittals pertaining notification systems and transmitting / receiving hardware.

b. Submit a stormwater drainage plan showing how stormwater will be conveyed from the project site.

c. Submit geotechnical related submittals pertaining to the soils investigations (reports and soils analysis), foundations (shallow and deep), pavement structural design, test pile and production pile testing and installation.

d. Submit roofing submittals pertaining to materials and systems used to make up the roof system.

e. Submit telecommunications shop drawings Contracting Officer’s Representative for coordination with the 165th Communications Flight.

f. Submit Performance Verification and Acceptance Testing required by IBC or this RFP.

g. Submit all Interim Special Inspection Reports on a bi‐weekly basis until work requiring special inspections is complete. Submit all Structural Observation Reports and the Final Report of IBC Special Inspections.

h. For any pre‐engineered buildings, submit shop drawings showing engineering data and complete building drawings, signed and sealed by a registered professional engineer.

Paragraph 6, QUALITY CONTROL

The DB’s Superintendent may serve also as the Quality Control Manager on this project.

Special inspection, testing, approvals, certifications, observations and quality assurance plans as prescribed in Chapter 17 of the 2018 IBC, including the Georgia State Amendments to the 2018 International Building Code (dated 01 January 2020) apply to this contract and further expand on local requirements.

Paragraph 12, TEMPORARY UTILITIES Backflow preventers shall have a certificate of full approval from Authority Having Jurisdiction, attesting that the design, size, and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.

Paragraph 13, RECORD DRAWINGS AND OPERATION & MAINTENANCE (O&M) DATA Provide the COR with one copy of half size as‐built drawings, one copy of full‐size as‐built drawings, and one CD containing drawings (in both pdf and AutoCAD formats) and all construction submittals in pdf format. Electronic copies shall be provided in pdf format and the documents native format.

Paragraph 15, GOVERNMENT FURNISHED MATERIAL AND EQUIPMENT

1. The Government will provide and install the following equipment to the project:

a. Telephones, computers, and other moveable equipment, as indicated in part 2;

b. Furniture and furnishings;

c. Fire extinguishers;

Paragraph 16, ENVIRONMENTAL CONTROLS AND PROTECTION

The DOR must ensure state and local regulations are met.

‐‐ End of PART 1 Attachment A ‐‐

PART 2

STATEMENT OF WORK/PROJECT PROGRAM

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

3. SITE ANALYSIS

4. BUILDING REQUIREMENTS

5. ROOM REQUIREMENTS (SEE ATTACHMENT B)

6. ENGINEERING SYSTEMS REQUIREMENTS

7. ATTACHMENT B: PROJECT‐SPECIFIC PROGRAM DOCUMENTS

SPACE ALLOCATIONS ROOM DATA SHEETS

8. OTHER ATTACHMENTS – SEE PART 4

PART 2 – STATEMENT OF WORK/PROJECT PROGRAM

1. PROJECT DESCRIPTION

1.1 PROJECT NUMBER AND TITLE:

A. Project Number: XDQU172001

B. Project Title: Construct ACS Weapons System Facility

c. Location: 1401 Robert B. Miller Road, Savannah, GA

d. Authority: GA ANG

1.2 SCOPE OVERVIEW:

A. This is an FY 2022 SRM Construction project supporting the Georgia Air National Guard (GA ANG). The proposed primary facility for this project consists of the ACS Weapons System Facility. Included in the facility are a secured open-storage facility encompassing an office area and a storage area for housing two trailers, and tele/data/elec wiring to support Agency installation of Weapon System equipment resulting in a complete and useable facility. Also included are Anti‐Terrorism/Force Protection (ATFP) measures.

1. The structure is anticipated to be a pre‐engineered metal building or similar construction with eave heights to correspond to the function of the spaces within.

B. The supporting facilities include site preparation, exterior lighting, utilities infrastructure, fire detection/suppression, and communications support.

C. Authorized program scope SF is 3,000 SF

D. The ACS Weapons System Facility is a proposed construction facility located on federal property under the care and custody of the GA ANG. A site plan of the property is attached; see Part 4 Attachment C Drawings. The selected contractor will provide the design, erection and installation of the building, raised access flooring, mechanical ductwork and electrical systems, finishes and associated site work with all necessary connections for operation. This project will be subject to the State of Georgia Department of Labor prevailing wage requirements.

E. The selected contractor will provide architectural and engineering services as required for the site investigation and geotechnical design of the building foundations, all utilities and connections, the design of the building and ensure the project conforms to federal and state codes and standards. The contractor will provide drawings and specifications to the Georgia Air National Guard for review and must obtain GA ANG design approval at the 35% Type A2 Concept Stage, the 95% Type B2 Pre‐Final Stage, and 100% final “for construction” stage prior to beginning construction. Design stages are as defined by ANG ETL 10‐3. The construction drawings and specifications must be stamped and sealed by architects and professional engineers licensed to practice in the State of Georgia. The building’s footprint shall not exceed 3,000 square feet (SF). Preliminary conceptual drawings of how the building might fit on the property and of the interior room arrangement, are attached, see Part 4 Attachment C Drawings.

PART 2 – STATEMENT OF WORK/PROJECT PROGRAM

F. The building shall be of durable construction for the intended military weapons systems training and use, and compatible in construction and appearance with the surrounding buildings located at the 165th Air Wing at 1401 Robert B. Miller Road, Savannah, GA.

2. PROJECT OBJECTIVES

2.1 APPLICABLE CODES AND STANDARDS:

In addition to the codes and standards listed in Part 4, the design and construction shall also be in accordance with the latest revision/edition of the following referenced codes and standards. The term "latest Revision/Edition" is defined as the version published at the following website as of the project award date: https://www.wbdg.org/ffc/dod/unified‐facilities‐criteria‐ufc.

A. Federal Standard: Unified Facilities Criteria (UFC) 1‐200‐01 “DoD Building Code”, any other UFCs sub‐referenced therein, and other codes as listed in Part 4, Attachment D.

1. As it relates to compliance with sub‐referenced UFC 4‐010‐01, “DoD Minimum Antiterrorism Standards for Buildings”, the building classification will be “Inhabited Building within a Controlled Perimeter”.

2. DODM 5200.01 Vol 3, “DoD Information Security Program: Protection of Classified Information”.

2.2 ENERGY CONSERVATION

The building will be designed and constructed in accordance with UFC 1‐200‐02 “High Performance and Sustainable Building Requirements”

3. SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS

The site is located at the 165th Air Wing on Georgia Air National Guard property at 1401 Robert B. Miller Road, Savannah, GA 31403. The site is inside a controlled perimeter of a military installation and surrounded by military facilities. The construction site itself will be on existing impermeable concrete paved surfaces requiring very little stormwater management. There are existing utilities including water lines, sanitary gravity sewer mains, storm sewers, gas, underground electric, data and telephone available reasonably close to the site.

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. 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. See Part 4, Attachment C.

3.2 SITE DEVELOPMENT

Vehicular Access and Circulation

Access to the project site is available from the south identified on the Installation Site Plan in Part 4, Attachment C.

4. BUILDING REQUIREMENTS

Located Northeast of Building 1923 as identified on the Project Site Plan in Part 4, Attachment C.

5. ROOM REQUIREMENTS

Room requirements are indicated on the Room Data Sheets in Part 2, Attachment B.

6. ENGINEERING SYSTEMS REQUIREMENTS (ESR)

A10 FOUNDATION

Consult latest published DoD Unified Facilities Criteria (UFC) 3‐201‐01 “Civil Engineering” and UFC 3‐220‐01 “Geotechnical Engineering”. Foundations shall be designed to resist reactions imposed by all applicable loading combinations on the superstructure. In addition, foundation design shall not exceed maximum gross allowable soil bearing pressure, and shall be designed for stability, i.e. to resist sliding, overturning, etc.

Establish finish floor elevations a minimum of 6” above finished grade at perimeter of building. Construct concrete ramps leading up to garage doors of storage area that are big enough to transfer weapons-system boxes from a trailer to dollies.

B10 SUPERSTRUCTURE

At a minimum, the structural system shall be designed to meet code required Occupancy category, live loads, wind loads (particularly coastal wind speed due to Hurricanes) and earthquake loads for both strength and deflection as described by the following criteria:

Structural Performance: Metal building systems shall withstand the effects of gravity loads and other loads and stresses within limits and under conditions indicated according to procedures in MBMA's "Metal Building Systems Manual." and the following applicable codes and criteria:

1. Design Codes: The latest published Unified Facilities Criteria (UFC) 1‐200‐01 “DoD Building Code” and all reasonably appropriate UFCs sub-referenced therein that are related to structural design such as:

2. Design Loads and Criteria: Per latest published UFC 3‐301‐01 “Structural Engineering”

b. Dead load: Structural dead load provided by PEMB manufacturer.

c. Mechanical, Electrical, Plumbing (MEP) dead load: 3.0 psf minimum

d. Architectural dead load: 5.0 psf minimum

1) Note: PEMB Manufacturer shall calculate MEP and Architectural dead loads to verify minimum provided design loads satisfy actual conditions.

e. Snow Loads: 0 psf

f. Minimum Roof Slope Factor, Cs: 1.0

g. Minimum Exposure Factor, Ce: 1.0

h. Minimum Thermal Factor, Ct:1.2

i. Snow Importance Factor: 1.0

j. Wind Velocity, V: 147 mph minimum

o. Internal Pressure Coefficient, GCpi: +/‐ 0.18

3. Deflection and Drift Limits: Design metal building system assemblies to withstand serviceability design loads without exceeding deflections and drift limits recommended in AISC Steel Design Guide No. 3 "Serviceability Design Considerations for Steel Buildings" and as listed below:

a. Purlins and Rafters: Vertical deflection of 1/240 of the span.

b. Girts: Horizontal deflection of 1/180 of the span.

c. Metal Roof Panels: Vertical deflection of 1/180 of the span.

d. Metal Wall Panels: Horizontal deflection of 1/180 of the span.

e. Design secondary‐framing system to accommodate deflection of primary framing and construction tolerances, and to maintain clearances at openings.

f. Lateral Drift: Maximum of 1/300 of the building height.

4. Seismic Performance: Per latest published UFC 3‐301‐01 “Structural Engineering”

5. Structural Performance for Metal Roof and Wall Panels: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592:

a. Wind Loads: Per latest published UFC 3‐301‐01

b. In addition to uniform gravity loads the standing seam roof and standing seam clips shall be capable of supporting a gravity point load equivalent to 6.0 psf multiplied by two times the standing seam spacing multiplied by 4.0 feet.

c. Standing seam roof and standing seam clips shall be capable of supporting an uplift point load equivalent to the wind uplift loads calculated from ASCE 7‐10 multiplied by two times the standing seam spacing multiplied by 4.0 feet.

d. Dead Loads: Per UFC 3‐301‐01 “Structural Engineering”

e. Live Loads: Per UFC 3‐301‐01 “Structural Engineering”

6. Minimum Special Inspector Qualifications: Per State of Georgia 01 Jan 2020 Amendments to the 2018 IBC

B20 EXTERIOR ENCLOSURE

The exterior enclosure system must meet the minimum energy requirements of the latest published version of UFC 1‐200‐02 “High Performance and Sustainable Building Requirements” and DoDM 5200.01 Vol 3, “DoD Information Security Program: Protection of Classified Information”.

B2010 EXTERIOR WALLS

The primary exterior material of the building shall be prefinished metal panels. Wall system shall be metal framing as described below:

Framing members shall have the structural properties as necessary to withstand all imposed loads. Installation shall be in accordance with approved shop drawings and manufacturer’s installation instructions.

Openings in the exterior enclosure must meet ATFP requirements.

Insulation and Vapor Retarder Provide insulation and vapor barriers.

Exterior Louvers & Screens Provide exterior louvers and screens, where required, detailed to integrate with the architecture of the building, as appropriate to the design of the building.

Exterior Soffits Provide exterior soffit system detailed to integrate with the architecture of the building, as appropriate to the design of the building.

Exterior Coatings Provide field applied exterior coatings for all items that are not prefinished, and to prefinished items when required to provide a color other than a standard prefinished color. All paint shall be in accordance with the Master Painter Institute (MPI) standards for the exterior architectural surface being finished.

Joint Sealants Provide exterior application of joint sealants to seal joints and prepare for finish material installation.

B2030 EXTERIOR DOORS

Provide solid door assemblies. Exterior doors and frames shall be non‐corroding prefinished galvanized steel.

Provide protection of access points from the weather by means of integrated awnings, overhangs, recesses or turned gables.

Doors Doors – At Primary Entrances, provide Door and Entrance System including painted, steel framed, door assemblies with frames, hardware, and wall opening elements such as lintels, sills, through‐wall flashings, and joint sealers.

Roll‐up Doors Overhead doors shall be coiling service type, heavy duty commercial grade with manual chain operation. Provide wired Intrusion Detection System sensors manufactured by Vindicator Technologies Incorporated.

Exterior Door Hardware Provide X-10 door locks system. Ensure X-10 door locks are protected from the elements to reduce maintenance requirements. Replacement interchangeable cores shall be Stanley BEST Access 7‐pin system, no substitutions.

Provide wired card access readers at all locking doors in addition to X-10 door locks. Devices shall be compatible with the existing base-wide Access Control System (ACS) and Intrusion Detection System (IDS) manufactured by Vindicator Technologies Incorporated.

B30 ROOFING

Comply with latest published edition of UFC 3‐110‐03 “Roofing”. Provide a complete new insulated roof system design and construction services for the entire facility roof system, and including all necessary ancillary and incidental work necessary for a complete, new, watertight roof system installation.

B3010 ROOF COVERINGS

New roofing shall be 20‐year standing seam metal roof. Minimum roof slopes to be 4 in 12.

Metal roofing shall be minimum .062 inch for aluminum systems or 18 gauge at steel systems, and roofing color shall be chosen by the COR. Seam spacing, seam profile, anchor clips, and overall roof design shall be capable of supporting gravity and wind loads per ASCE 7.

Provide all new insulation, roof membrane, membrane flashing, and sheet metal flashing materials, gutters, downspouts, snow guards and other accessories and incidental work necessary for a complete, roof system installation.

B3020 PERFORMANCE REQUIREMENTS

The installed roof system shall be watertight; free of defects in materials and workmanship; free of damage, including blisters, delamination, cuts, scratches, abrasions, and patchwork; provide for positive drainage of the roof surface area; and suitable for the climatic and service conditions of the installation. Roofing trim shall be free from “oil canning.”

B3030 WIND UPLIFT AND FIRE RESISTANCE REQUIREMENTS

The roof system shall be designed and attached to resist wind uplift pressures calculated in accordance with ASCE

7. Uplift resistance shall be validated by applicable Factory Mutual (FM) uplift testing, or calculations based on standard engineering practice and applicable recommendations of FM.

Sheet metal perimeter and flashing components shall be designed, attached, and installed to provide for wind resistance equivalent to or greater than that required for the roof membrane system, and in accordance with FM, NRCA, or other applicable industry standard recommendations.

The roof system shall provide Class A or Class B fire resistance, as tested by standard ASTM, FM, or UL procedures.

B3040 ROOF WARRANTY

Provide a manufacturer 20-year “no‐dollar‐limit” weather-tightness warranty for the total roof system, including flashings, in accordance with referenced requirements.

Manufacturer’s warranty shall provide for full removal and replacement of failed, defective, and damaged roof system materials or installation workmanship in the event of water intrusion into or through the roof system, and repair of defects such as blistering, delamination, open seams, cracking, splitting, and excessive weathering. Warranty for corrective action shall not be limited in dollar value.

Provide minimum two‐year subcontractor warranty against defects in installation workmanship. Subcontractor warranty shall provide for full removal and replacement of failed or defective workmanship and damaged materials, including sheet metal flashings.

Special local requirements: The Warranty terms, limitations, and conditions shall plainly state that the roof warranty remains in full effect for wind of (3 second) peak gust speeds up to and including 115 mph as measured at 10 meters above ground (reference ASCE 7‐16). Meteorological conditions and wind speed shall be as measured by KSVN METAR weather recordings at the Hunter Army Airfield Aviation Weather Station. No references to “Hurricanes”, “Tropical Storms”, “named storms”, or any other similar wind related terminology common to boilerplate templates, and/or which introduces any ambiguity into this wind‐speed warranty coverage requirement, shall be acceptable. Roof Warranty remains in effect up to and including 115 mph (3 sec) peak gust speeds for the duration of the warranty. This is non‐negotiable and exceptions will not be entertained.

B3050 ROOF SPECIFICATION AND DETAILING

All details shall be in accordance with recommendations and guidelines of the National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual and Construction Details and as required by the RFP.

The roof system shall comply with the applicable requirements of the International and State Building Code.

B3060 ROOF DESIGNER REQUIREMENTS

Provide materials specification, installation requirements, and system detailing to include all flashings, penetrations, closures, corners, intersections, terminations, transitions, interfaces, joint, and lap conditions to provide for a watertight installation.

B3070 QUALITY CONTROL PROGRAM

Contractor shall establish a quality control program to assure adherence to the RFP design and construction requirements and to report on the installation quality.

C10 INTERIOR CONSTRUCTION

C1010 PARTITIONS

Fixed Partitions Provide fixed interior partitions. Sound‐rated partition assemblies shall have a minimum Sound Transmission Coefficient (STC) as indicated on the Room Data Sheets, in accordance with ASTM E 90 or ASTM E 413 for frequency data. Interior fixed partitions shall be metal studs with impact rated gypsum board each side.

PROJECT NO: XDQU172001

CONSTRUCT ACS WEAPONS

SYSTEM FACILITY

117th AIR CONTROL SQUADRON

C1020 INTERIOR DOORS

Provide wood interior doors except where metal doors are required for durability or to meet fire ratings.

Interior Door Hardware Provide hardware keying compatible with the existing base keying system. Replacement interchangeable cores shall be compatible with the Stanley BEST Access, no substitutions

Provide wired card access readers at all locking doors in addition to keyed cylinders. Devices shall be compatible with the installation master Honeywell Vindicator V5 intrusion detection system and access control system (IDS/ACS).

C1030 SPECIALTIES

Marker Boards and Tack Boards Provide marker boards and tack boards in all Classrooms and Training Areas. See Room Data Sheets in Part 3, Attachment B.

Identifying Devices All interior doors shall have identifying signage.

Fire Extinguisher Cabinets and Fire Extinguishers Provide fire extinguisher cabinets where required by the building / fire codes. Coordinate size and Class of fire extinguishers with local Fire Department. Provide schedule of fire extinguishers to Owner for Owner purchase of extinguisher units.

Fire-stopping Penetrations Provide all sleeves, caulking, and flashing for fire-stopping penetrations.

Other Interior Specialties Provide training room with projection walls; one wall painted to provide projection surface over the entire wall.

C30 INTERIOR FINISHES

C3010 WALL FINISHES

Unless noted otherwise, all interior gypsum board wall partitions shall be painted gypsum board. All interior wall finishes shall be as indicated in the Room Data Sheets. Enhancements may be considered where indicated.

C3020 FLOOR FINISHES

Primary floor finish shall be 1/8” high pressure laminate on 2’ x 2’ access flooring panels on stringers and 6” high pedestals with 1500 lbs. loading capacity. Exposed concrete floors shall be coated with a sealer appropriate to the function of the space. Floor finishes and wall base shall be as indicated in the Room Data Sheets.

C3030 CEILING FINISHES

CONSTRUCT ACS WEAPONS

SYSTEM FACILITY

117th AIR CONTROL SQUADRON

SAVANNAH, GEORGIA

MAY 2022

Exposed structural systems, where indicated on Room Data sheets, shall be painted according to Section C3040 INTERIOR COATINGS AND SPECIAL FINISHES.

Ceiling finishes shall be as indicated in the Room Data Sheets.

C3040 INTERIOR COATINGS AND SPECIAL FINISHES

Paint new and previously painted interior surfaces including walls, doors, trim, ceilings as well as all interior exposed metal items, to include interior grilles, registers, diffusers, access panels, exposed structure and panel boxes, unless factory pre‐finished.

All finish coatings shall be as indicated in the Room Data Sheets.

D20 PLUMBING

D2040 RAIN WATER DRAINAGE

Roof Drains Provide roof gutter and leader drains that are compatible with the roofing system

D30 HVAC

HVAC SYSTEM REQUIREMENTS

New design to be in accordance with latest published version of: UFC 3‐410‐01 – Heating, Ventilation, and Air Conditioning Systems UFC 3‐410‐02 – BACNET Direct Digital Control for HVAC & Other Building Control Systems UFC 1‐200‐02 – High Performance and Sustainable Building Requirements

Outside design conditions are the following using weather data for Savannah, Georgia:

· Summer Design Dry Bulb (0.4%): 95.5°F

· Summer Design Wet Bulb(0.4%): 77.2°F

· Winter Design Dry Bulb (99.6%): 27.4°F

Indoor design conditions are the following using criteria from the UFC: Occupied Spaces:

Load calculations for sizing ductwork and future HVAC equipment must be performed and submitted to the owner. Project includes commercial air for area conditioning as well as designated units for cooling weapons system boxes in the storage area. Design ducting that can be connected and dis-connected as weapons system boxes are mobile.

D3040 DISTRIBUTION SYSTEMS

Air Distribution, Heating & Cooling

For cooling provide insulated, galvanized steel ductwork. Provide double wall, pre‐insulated ductwork in public areas when exposed.

Provide steel or aluminum grilles, registers, and diffusers.

Provide flexible ducting that matches diameter of weapons system boxes.

Exhaust Systems Provide ducted exhaust ventilation systems and exhaust fans to serve all ventilated zones of the facility.

Air Handling Units Design to address future installation of commercial split system with constant volume air handlers.

D40 FIRE PROTECTION SYSTEMS

D4010 FIRE ALARM AND DETECTION SYSTEMS

Provide Monaco M‐series fire alarm control panel (panel manufacturer to match existing on base) with integral batteries.

Provide 4‐28 zones, narrow band wireless transmitter, Monaco BT‐XF.

Provide omnidirectional antenna with mounting hardware and lighting arrestor on top of building for communication with wireless Monaco BT‐XF transmitter.

SYSTEM FACILITY

117th AIR CONTROL SQUADRON

Reprogram existing head-end receiving station at 165 Air Wing Fire Department for fire alarm reporting.

Monitor and supervise carbon monoxide detectors.

Provide a remote annunciator with alarm acknowledge, alarm silence, and reset functions. The remote annunciator shall be located as directed by the Agency Construction Coordinator and the DCS‐PM.

All fire alarms, supervisory alarms and trouble conditions indicated at the fire alarm control panel shall be transmitted to the fire alarm receiving station.

D4090 OTHER FIRE PROTECTION SYSTEMS

See Section C1030.

D50 ELECTRICAL

The electrical design shall comply with UFC 3‐501‐01 “Electrical Engineering”, UFC 3‐520‐01 “Interior Electrical Systems”, UFC 3‐550‐01 “Exterior Electrical Power Distribution”, and UFC 3‐530‐01 “Interior and Exterior Lighting Systems and Controls”;

D5010 ELECTRICAL SERVICE & DISTRIBUTION

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

Coordinate with Georgia Power Company for furnishing primary/secondary power to all equipment in bed down ACS Weapons System Facility.

Panels shall power all equipment within building and shall contain a minimum of 25% spare breakers and 25% capacity for future expansion.

Provide an appropriately sized manual transfer switch to back up entire building. There are existing standby generators that will be utilized for backup power. Coordinate exact transfer switch wiring configuration with actual standby generators that will be used. 165th Civil Engineer squadron power production supervisor will furnish available generator size and wire configuration information

Provide generator docking station located on building’s exterior. Wire docking station to manual transfer switch.

Provide 45kva harmonics limiting transformer to provide “clean power” for electronics located in weapon system building.

Provide UL Master Label listed lightning protection system for new building. No overhead electrical services allowed.

D5020 LIGHTING & BRANCH WIRING

Provide a complete interior lighting system consisting of exit and emergency lighting and area lighting consisting of LED lighting including switches and automatic controls including occupancy sensors automatic lighting shutoff systems, and dimming systems, see Room Data Sheets, Part 2, Attachment B.

Provide LED floodlights on each corner of bed down ACS weapons systems building. Provide lighting and general purpose receptacles throughout all spaces as required.

Provide walker duct system under raised floors to power receptacles. No tele/power poles are allowed.

D5030 COMMUNICATIONS & SECURITY

Telecommunications Systems

Comply with UFC 3‐580‐01 “Telecommunications Building Cabling Systems Planning and Design”. Coordinate with 165th Communications Flight requirements.

Coordinate with local activity authorities and building users for specific requirements as may be directed by the Agency Construction Coordinator.

Provide fiber to ACS Weapons System Facility. Provide conduits from communications manhole(s) to building. Provide tel/data outlet for each workstation (minimum of 18) and per each computer location. Provide 1 on each wall within building.

Provide pass-through in wall between storage area and office area to allow cabling to run under office area raised…