W912QR20R0015Specs_Vol1b-0002.pdf

Solicitation For Full Facility Restoration of Barracks Building 5509 FFR, Joint Base McGuire- Dix-Lakehurst (JBMDL), NJ

P2: 464312

Design-Build RFP - Phase II

Specifications - Vol.1b (a-e) of 2 (01 02 00.00 48 & Att. A-M)

19 May 2020

W912QR20R0015-0002

29 January 2020

W912QR20R0015

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

W912QR20R0015Specs_Vol1b-0002

Building 5509, Barracks D/B FFR Joint Base McGuire-Dix-Lakehurst, NJ

TOC - 1

DESIGN/BUILD RFP for BUILDING 5509 FULL FACILITY

RENOVATION PROJECT

JOINT BASE McGUIRE-DIX-LAKEHURST, NJ

Table of Contents – Volume 1

Division Zero Specifications

Section 00 00 10 Solicitation Contract Form Section 00 80 00.00 06 Special Provisions Attachments to the Special Provisions Submittal Register Construction Project Signs

Division One Specifications

Section 01 02 00.00 48 Statement of Work Attachments to the Statement of Work

Section 01 03 00.00 48 Design Submission Requirements After Award Section 01 04 00.00 48 The Design/Build Process Section 01 32 01 00 06 Project Schedule Section 01 33 00.00 06 Submittal Procedures Section 01 33 29.00 06 Sustainability Reporting Section 01 35 26.00 06 Government Safety Requirements Section 01 42 00 Sources for Reference Publications Section 01 45 00.15 10 Resident Management System Contractor Mode (RMS CM) Section 01 45 04.10 06 Contractor Quality Control Section 01 45 35 Special Inspection Section 01 46 00.00 06 Total Building Commissioning (Contractor CxA) Section 01 50 00 Temporary Construction Facilities and Controls Section 01 57 19.00 06 Temporary Environmental Controls and Permits Section 01 74 19 Construction and Demolition Waste Management Section 01 78 23 Operation and Maintenance Data Section 02 82 00 Asbestos Remediation Section 02 83 13.00 06 Lead in Construction Section 02 84 16 Handling of Lighting Ballasts and Lamps Containing PCB’s and

Mercury Section 02 84 33 Removal and Disposal of Polychlorinated Biphenyls (PCBs)

Division Three through Forty-One Technical Specifications

See separate Table of Contents with Technical Specifications in Volume 2

Reference Drawings

JOINT BASE MCGUIRE-DIX-LAKEHURST, NJ

01 02 00.00 48 - 1

SECTION 01 02 00.00 48 – STATEMENT OF WORK

TABLE OF CONTENTS

Page

PART 1 DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS 5

1.1 SCOPE OF WORK. 5

1.2 DESIGN OBJECTIVES. 5

1.3 CONTRACTOR RESPONSIBILITY. 7

1.4 SURVEY AND GEOTECHNICAL INFORMATION. 8

1.5 RFP DRAWINGS. 8

1.6 SPECIFICATIONS. 8

1.7 SITE. 9

1.8 FUNCTIONAL AND AREA REQUIREMENTS. 11

1.9 OPTIONS 11

PART 2 APPLICABLE CRITERIA AND COORDINATION WITH LOCAL AUTHORITIES 12

2.1 APPLICABLE CRITERIA. 12

2.2 LOCAL AND STATE CODES OR STANDARDS. 13

2.3 MILITARY CRITERIA. 13

2.4 OTHER APPLICABLE CRITERIA. 15

2.5 SOURCES FOR GOVERNMENT PUBLICATIONS. 19

2.6 PERMITS AND COORDINATION WITH LOCAL AUTHORITIES. 20

PART 3 SITE CIVIL ENGINEERING 22

3.1 GRADING. 22

3.2 GEOTECHNICAL STUDIES 22

3.3 UTILITIES. 23

3.4 CIRCULATION AND PARKING. 24

3.5 DEMOLITION. 24

3.6 CLEARING AND GRUBBING. 24

3.7 BORROW MATERIAL. 24

3.8 OFF-SITE WORK. 25

3.9 ANTI-TERRORISM STANDARDS 25

3.10 RECORD OF ENVIRONMENTAL CONSIDERATION (REC) 25

3.11 CONTRACTOR LAYDOWN AREA 25

3.12 SITE IMPROVEMENTS 25

PART 4 SITE ELECTRICAL / COMMUNICATIONS ENGINEERING 27

4.1 UTILITY POWER. 27

4.2 TELECOMMUNICATIONS SERVICE. 28

4.3 CABLE TELEVISION (CATV) SERVICE 28

4.4 CATHODIC PROTECTION 29

4.5 EXISTING VAULT 29

PART 5 LANDSCAPE ARCHITECTURE 30

01 02 00.00 48 - 2

5.1 QUALITY ASSURANCE. 30

5.2 SOIL TESTING. 30

5.3 INSTALLATION. 30

5.4 ESTABLISHMENT PERIOD. 30

5.5 WARRANTY. 30

5.6 LANDSCAPE IRRIGATION. 30

5.7 TURF AND MEADOW GRASSES. 30

5.8 MISCELLANEOUS. 30

PART 6 ARCHITECTURAL AND INTERIOR DESIGN 32

6.1 DESIGN GOAL. 32

6.2 GENERAL CONSTRUCTION REQUIREMENTS. 33

6.3 OCCUPANCY AND BUILDING TYPE CLASSIFICATIONS. 34

6.4 EXTERIOR DESIGN. 34

6.5 INTERIOR DESIGN. 38

6.6 FURNITURE AND EQUIPMENT. 42

PART 7 STRUCTURAL DESIGN 44

7.1 GENERAL REQUIREMENTS. 44

7.2 STRUCTURAL WORK. 44

7.3 STRUCTURAL DESIGN CRITERIA. 45

7.4 STRUCTURAL SYSTEMS. 46

PART 8 THERMAL DESIGN 47

8.1 THERMAL CHARACTERISTICS. 47

8.2 HUMID AREA DESIGN. 47

PART 9 PLUMBING DESIGN 48

9.1 DESIGN CRITERIA. 48

9.2 DESIGN NARRATIVE AND CALCULATIONS. 48

9.3 PLUMBING DEMOLITION 49

9.4 PLUMBING FIXTURES AND EQUIPMENT. 49

9.5 PIPING SYSTEMS. 50

9.6 NATURAL GAS PIPING SYSTEMS. 52

PART 10 ELECTRICAL DESIGN 53

10.1 DESIGN CRITERIA 53

10.2 DESIGN CALCULATIONS 53

10.3 DEMOLITION 53

10.4 INTERIOR LIGHTING 54

10.5 EXTERIOR LIGHTING 54

10.6 BUILDING ELECTRICAL DISTRIBUTION 54

10.7 TELECOMMUNICATIONS 55

10.8 SPECIAL POWER REQUIREMENTS 57

10.9 LIGHTNING PROTECTION 59

10.10 EXISTING VAULT 59

01 02 00.00 48 - 3

10.11 REVISE THE RFP OUTLINE TECHNICAL SPECIFICATIONS AS FOLLOWS: 59

PART 11 HVAC DESIGN 60

11.1 DESIGN CRITERIA. 60

11.2 DESIGN CALCULATIONS. 61

11.3 DEMOLITION 62

11.4 HVAC SYSTEMS 63

11.5 DUCTWORK, PIPING AND ACCESSORIES 65

11.6 TESTING, ADJUSTING, AND BALANCING. 66

11.7 COMMISSIONING 67

11.8 BUILDING OCCUPANCY FOR ENERGY CALCULATIONS 67

PART 12 ENERGY CONSERVATION 68

12.1 ENERGY CONSERVATION STRATEGIES. 68

PART 13 FIRE PROTECTION DESIGN 70

13.1 DESIGN CRITERIA. 70

13.2 WATER SUPPLY FOR FIRE PROTECTION 70

13.3 ELEVATOR PROTECTION 72

13.4 FIRE PROTECTION EQUIPMENT 72

13.5 FIRE ALARM (FA) AND MASS NOTIFICATION SYSTEM (MNS) 73

PART 14 SUSTAINABLE DESIGN 76

14.1 SUSTAINABLE DESIGN GOALS. 76

14.2 SUSTAINABLE DESIGN MEASURES. 76

PART 15 ADDITIONAL REQUIREMENTS 77

15.1 WARRANTIES. 77

15.2 AIR BARRIER 77

15.3 CYBERSECURITY 77

15.4 RADON 77

15.5 SOLE SOURCE ITEMS 77

01 02 00.00 48 - 4

ATTACHMENTS TO THE STATEMENT OF WORK

Attachment A Room Requirements Attachment B Fire Protection/Life Safety Code Analysis Template Attachment C Gas Meter Information Attachment D Fire Flow Data Attachment E Water Meter Information Attachment F LEED Checklist Attachment G Installation Design Guide Attachment H Washer & Dryer Cut Sheets Attachment I Not Used Attachment J USAR Network Enterprise Center Infrastructure Technical Criteria Attachment K Not Used Attachment L Elevator Protection Attachment M Sample Form 1354 Attachment N Historical Drawings of Similar Barracks Buildings Attachment O Not Used Attachment P Hazmat Report Attachment Q Preliminary Geotechnical Report Attachment R AF Form 813 Attachment S Seismic Evaluation, Structural Integrity, and Progressive Collapse Study Attachment T Kitchen Equipment List Attachment U Existing Kitchen Equipment Photos Attachment V Tri-Services Food Code TB MED 530/NAVMED P-5010-1/AFMAN 48-147 IP

01 02 00.00 48 - 5

PART 1

DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS

1.1 SCOPE OF WORK.

The objective of this solicitation is to obtain a renovated Barracks facility that will operate effi-ciently and serve the Transient Training Soldiers at Joint Base McGuire-Dix-Lakehurst effective-ly for many years to come. Existing Building 5509 was originally a barracks / administrative and has had limited upgrades since it was constructed. Currently the facility does not meet the needs of a barracks and needs to be converted and renovated to serve the mission of the sol-diers. The project will consist of renovating Building 5509 and associated site improvements around the existing facility.

1.1.1 Requirements stated in this RFP are minimums; design and construction shall meet or exceed the requirements. The design and technical criteria contained and cited in this RFP es-tablish minimum standards for design and construction quality. Innovative, creative, and life cy-cle cost effective solutions which meet or exceed these requirements are encouraged.

1.1.2 This project shall consist of the design and renovation/conversion of existing building 5509 to a Transient Training Barracks facility complete with required utilities, communications, electric, HVAC, fire protection/alarm systems, EMCS, signage for force protection measures, exterior lighting, site improvements and grading on Government-owned land at Joint Base McGuire-Dix-Lakehurst, New Jersey.

1.1.3 Contractor shall provide design for furniture and some equipment to be purchased and installed by the Government.

1.1.4 Also included in the RFP are options described at 1.9 below.

1.2 DESIGN OBJECTIVES.

1.2.1 Applicable Criteria. Applicable design and construction criteria references are listed in this Statement of Work and in the Outline Technical Specifications. Criteria shall be taken from the most current references as of the date of issue of the RFP unless stated otherwise. Refer-enced codes and standards are minimum acceptable criteria.

1.2.1.1 This RFP and its referenced documents define the necessary criteria to plan and de-sign the renovated barracks facility. Functional space requirements, including general lighting, communications, power, tempered air requirements, finishes, etc. are contained within the RFP and its referenced documents and design guides. Typical functional space furniture layouts and inventories are provided in the RFP drawings (these drawings are preliminary only. It is up to the contractors DOR to design to the RFP’s requirements); Contractor’s designers shall adapt these to the final floor plans.

1.2.1.2 The project shall be designed and constructed using English (inch-pound) units of measurement.

1.2.2 Primary Consideration. The primary consideration of this solicitation is to obtain a fully functional renovated Barracks Facility within funds available, and to maximize design quality.

Offerors are encouraged to review the RFP to familiarize themselves with all RFP requirements.

1.2.3 Design Quality. Design quality is achieved through the optimization of interior planning, 01 02 00.00 48 - 6 integration of the building with the site, sustainability, selection of building materials and sys-tems for low-cost maintenance and operation, and an overall balance of esthetics and function-ality. The Army Reserve encourages a project design of award-winning caliber.

1.2.4 Design Freedom. Requirements stated in this RFP are minimums. Innovative, crea-tive, or cost-saving proposals, which meet or exceed these requirements are encouraged, and will be considered more favorably.

1.2.4.1 The project conceptual design was developed by the Army Reserve, the Corps of Engineers, and an A/E design team; this conceptual design is accepted by the Government.

1.2.4.2 The conceptual design Drawings, this Statement of Work, and the Outline Technical Specifications, along with the other information and requirements in this RFP, serve as require-ments for Contractor building design and construction completion, along with other code, regula-tory and professional practice requirements. The extent of development of these RFP docu-ments in no way relieves the successful offeror from responsibility for completing the design, construction documentation, and construction of the facility in conformance with Applicable Cri-teria and codes.

1.2.4.3 The conceptual design illustrates desired general arrangements, orientation, and ad-jacencies, it is not intended to dictate the final layout and image for the project. The Contrac-tor’s designers shall develop and refine the conceptual site and building design in their comple-tion of the design and construction documents. Such development shall be consistent with the criteria and acceptable to the Government.

1.2.4.4 The Contractor shall accommodate minor site and building plan changes by the Government in the early stages of the design process, as a normal part of the design develop-ment process. The Contractor may adjust spaces, within the overall and specific functional area guidelines, as required to accommodate structural layout, and as necessary to provide ade-quate space for mechanical, electrical and communication spaces. The mechanical and electri-cal spaces must provide adequate space to safely and efficiently accommodate equipment op-eration and maintenance. The spatial relationships and adjacencies in the RFP drawings, how-ever, must be maintained, unless the Contractor recommends changes to the Government, and the Government accepts such changes.

1.2.4.5 The Contractor shall develop and refine the exterior image and esthetics of the build-ing as part of the design development process. The Contractor shall utilize materials, detailing, fenestration, lighting and ornamentation to develop a high-quality exterior image for the facility.

Refer to Parts 2 through 15 for more details that may apply.

1.2.4.6 The Contractor’s architect or interior designer shall select the final palette of colors and materials for building interior and exterior to produce a pleasing appearance, coordinated throughout. The final palette of colors and materials selection is required to be accepted by the Government. Refer to Parts 2 through 15 for more details that may apply.

1.2.5 Installation Design Guidance.

1.2.5.1 The contractor is to follow the most up to date Joint Base McGuire-Dix-Lakehurst Installation Design Guide for the requirements for the exterior renovation.

1.2.6 Energy and Resources Conserving Features. Public Laws 102-486 and 109-58, Ex-

01 02 00.00 48 - 7 ecutive Order 13423, and Federal Regulations 10 CFR 435, require federal buildings to be de-signed and constructed to reduce energy consumption in a life-cycle, cost-effective manner us-ing renewable energy sources when economical. Products designed to conserve energy and resources by controlling the amounts of consumed energy or by operating at increased efficien-cies should be considered. Minimum requirements for this project are listed in this Statement of Work. Refer to Parts 2 through 15 for more details that may apply.

1.2.6.1 Energy conservation techniques shall be considered as they relate to site design, site engineering, building design, and building engineering. Techniques which conserve energy, improve functionality, and can be justified by life cycle cost analysis as cost-effective are en-couraged. Integration of energy conservation systems with the building design (lighting, struc-ture, mechanical systems, and esthetics) is essential to facilitate functionality and maximum en-ergy savings. If an alternative energy generation method is proposed for use as the project's primary energy source, documentation shall be submitted to the Contracting Officer, verifying the system’s reliability, life-cycle cost effectiveness, and ability to meet the project’s peak de-mand.

1.2.7 Sustainable Design. LEED-NC 4.0 is the Government’s current criteria for sustainable design. The project shall be designed and constructed in accordance with LEED guidance. See also Part 14 of this Section and Section 01 33 29.00 06.

1.2.8 Antiterrorism and Force Protection Considerations. This Project’s design and con-struction shall comply with the Department of Defense Antiterrorism (AT) Standards for Build-ings, UFC 4-010-01, 12 Dec 2018. The Project shall meet the requirements for an “Inhabited” facility located within an Installation Perimeter. Note that existing buildings located within an in-stallation perimeter are exempt from the requirements of Standard 1, Standoff Distance.

1.3 CONTRACTOR RESPONSIBILITY.

1.3.1 The Contractor shall provide all labor, materials, equipment, supplies, permits, fees, and consultant services to design and construct this Barracks facility. The complex shall be a com-plete and usable facility, meeting the requirements of this RFP. The Contractor shall develop a complete site, building and interior design package.

1.3.2 Throughout the RFP, references are made to MCAR and OMAR funds. For clarification, this refers to the funding source – either Construction funds or Operations and Maintenance funds – for the Project. The funding source has no bearing on the Scope of the Work.

1.3.3 For purposes of clarification, this RFP identifies parts of the Project for which some re-sponsibility is borne by the Government. The responsibility for some work items addressed elsewhere in the RFP is brought to the Contractor’s attention in the following table. If not identi-fied as Government-furnished in the table below, or elsewhere, all work required by the RFP is the responsibility of the Contractor.

1.3.3.1 For items noted with an asterisk (*) below, Contractor is responsible for design of power, data, and other necessary mechanical or electrical provisions for the item.

Item Designed by Furnished by

Installed by

Makes final connection

01 02 00.00 48 - 8

Item Designed by

Furnished by

Installed by

Makes final connection

Horizontal Metal Blinds Cont Cont Cont --- Fire extinguishers Cont Cont Cont --- Surface Mounted Entry Mats Cont Cont Cont --- Washers and Dryers* Cont Govt Govt Govt Refrigerators* Cont Cont Cont Cont Countertop Microwave* Cont Cont Cont Cont Kitchen Equipment* Cont Cont Cont Cont

1.4 SURVEY AND GEOTECHNICAL INFORMATION.

No survey will be provided with the RFP.

A geotechnical report is attached in the appendix. The report will be used to as a general char-acterization of the soil.

1.5 RFP DRAWINGS.

The conceptual drawings are included as a part of this RFP to provide preliminary information and criteria for the Contractor’s completion of the design.

1.6 SPECIFICATIONS.

1.6.1 The Outline Technical Specifications are provided primarily in outline format. They shall be utilized as design and submittal criteria, and minimum standards for the corresponding con-struction work, and shall be met or exceeded unless Contractor obtains specific Government approval for proposed reductions. These outline specifications shall not be considered com-plete and suitable for final construction specifications. Contractor’s designers shall expand the outline specifications to provide comprehensive, three-part, CSI-format Specifications and shall edit the Specifications to indicate actual products to be used in the construction. Final specifica-tions shall include as a minimum, a description of the technical requirements, criteria for deter-mining whether the criteria are met, and quality control requirements and procedures. The standards referenced in the outline specifications establish minimum requirements for the final construction specifications.

1.6.2 All Outline Technical Specification sections provided in this RFP may not be required for this project, and designers shall provide additional Specification Sections or items if necessitat-ed by their final design or RFP requirements.

1.6.3 Some Outline Technical Specification Sections are more detailed and extensive than the majority; these represent the Government’s required specification approach to this project.

Contractor’s designers must still take complete responsibility for the design and specification of the project, and shall satisfy themselves that these Sections are complete and suitable for the final design. Most of the outline specification sections are adapted from typical Government Unified Facility Guides Specifications (UFGS) and reflect Army Reserve-approved approaches and products. The outline specification requirements shall be used as the basis for selection of construction materials, products, and systems. Contractor’s final specifications shall be devel-

01 02 00.00 48 - 9 oped from the UFGS. The use of industry prototype specifications (such as MasterSpec), is not allowed.

1.6.3.1 The following order of priority applies:

1.6.3.1.1 First select Sections specifically developed for Army Reserve facilities. Such Sec-tions have “48” as the fifth level of their MasterFormat numbering, such as Section 07 31 13.00

48. These Army Reserve-specific (RST) Sections can be accessed from the following website:

http://www.lrl.usace.army.mil/Missions/Engineering/Specs.aspx

1.6.3.1.2 If no RST Section exists, select a Louisville District-specific Section (LRL), accessi-ble from the same website. Such Sections have a “06” as the fifth level of their MasterFormat numbering.

1.6.3.1.3 If no Section described above exists, select an Army Section. Such Sections have a “10” as the fourth level of their MasterFormat numbering.

1.6.3.1.4 If none of the above Section exist, select a unified Section. Such Sections have no fourth or fifth level in their numbering.

1.6.4 In case of conflicts between the project-specific requirements in Section 01 02 00.00 48 and the requirements in the Outline Technical Specifications, Section 01 02 00.00 48 governs.

This is true for all Outline Technical Specification Sections, including the more extensive and detailed Sections.

1.7 SITE.

The site described on the RFP drawings is included as part of this solicitation and consists of approximately 1.7 acres. The site lies within Joint Base McGuire-Dix-Lakehurst (JB MDL) in Burlington county New Jersey. Site work includes all design and construction of site features described in the RFP, including but not limited to, site planning, clearing, grading, erosion con-trol, site drainage, signage, site lighting, and physical security measures.

1.7.1 Special Utilities and Supplementary Construction.

Not Used.

1.7.2 Demolition Considerations and Requirements. Site demolition for the renovation of B5509 will primarily consist of the removal of the broken sidewalk surrounding the building and all exterior stairs and handrails. All shrubs adjacent to the building shall be removed and all trees adjacent to the building shall have the limbs pruned to no less than 5-feet from grade.

There are no mature trees on site that will need to be removed as part of this RFP.

Materials shall be disposed of off government property in a state certified landfill. The contrac-tor must obtain required demolition permits and disposal permits. Obtain approval of the dis-posal site from the Contracting Officer. Cleared and grubbed material will be ground for mulch and recycled with the excess disposed of offsite in an approved disposal area.

1.7.3 Environmental Considerations and Mitigation Requirements. Contractor is to review the Hazmat Report located in the attachments for location and types of asbestos materials and lead paint. The Contractor will need to treat all lead paint in accordance with OSHA Lead in Construction standard.

01 02 00.00 48 - 10

1.7.3.1 The Contractor shall use the following numbers in addition to the quantities found in the Hazardous Materials Survey (Attachment P):

Asbestos Cement Board on interior perimeter walls: 6,500 SF Window Caulk (Interior & Exterior): 7,400 LF Building Expansion Joint caulk (Exterior): 1,800 LF Fluorescent Bulbs – 2ft L (PCB): 400 EA Fluorescent Bulbs – 4ft L (PCB): 150 EA

1.7.3.2 In the process of demolition should the contractor uncover tar vapor barrier on the exterior wall that contains asbestos containing material, the contractor shall cover it with new wall construction. Should any additional suspected hazardous materials be encountered during site investigations or construction, the Contractor shall immediately stop work in the affected area, notify the Contracting Officer, and await Contracting Officer’s direction before proceeding with additional work in the area.

1.7.4 Mold Prevention. Buildings must be designed and constructed to maintain space humidity at reasonable levels.

1.7.5 Site Development Constraints. The project site is on U. S. government property and the normal RFP requirements associated with a U. S. government installation shall apply.

Known site development constraints include minimum AT/FP setbacks as per UFC criteria.

1.7.6 Contractor’s Use of the Site. Except for utility service provider access, required coor-dination with local agencies, and observation and oversight by the Government, the Contractor shall have complete use of the site within final limits of construction to be recommended by the Contractor and approved by the Government.

1.7.6.1 Security and Identification Requirements. Refer to Section 00 80 00.00 06.

1.7.6.2 Contractor’s trailers and other equipment and materials on the site shall be tied down to resist storm force winds. Contractor shall maintain the site free from debris that could repre-sent a hazard during storm force winds.

1.7.7 Verification of Conditions. The Contractor shall field verify existing conditions prior to beginning work. The Contractor and the designers of record shall be responsible for investigat-ing all differing site conditions, discrepancies, and field related issues that are encountered dur-ing the design and construction process. The designers of record shall be responsible for providing guidance to the Contractor for the resolution of all such issues. The Contractor shall provide notice to the Government of any such issues prior to proceeding and with sufficient time to avoid cost or schedule impacts.

1.7.8 Verification of Utilities. The Contractor and the designers of record shall be responsi-ble for verifying the condition, location, and capacity for all utilities necessary for the project.

The Contractor and designers of record shall further verify that all utilities will meet the require-ments of this project.

1.7.9 Regulatory Compliance. The Contractor shall assure that the site development com-plies with all applicable local, State and Federal regulations. A list of known regulations is lo-cated in Part 2 of this Statement of Work. Timely acquisition of the necessary design and con-struction related permits shall be the responsibility of the Contractor. The Contractor, upon no-tice to proceed, shall immediately begin working on the permits so as not to delay completion of

01 02 00.00 48 - 11 the project. The Contractor shall prepare permits, associated drawings, public notices, and oth-er related documentation as necessary to successfully meet permit approval status. The Con-tractor shall pay for all associated permit fees.

1.8 FUNCTIONAL AND AREA REQUIREMENTS.

The Army Reserve’s primary criteria documents are the following: “Draft: UFC 4-171-05 Certi-fied Final Submittal November 15, 2012”, Army Reserve Facilities, commonly referred to as the Design Guide or DG; and “Operational Readiness Training Complex (ORTC) Standard Design – Revision 4.6, 24 August 2012”. IT spaces are addressed in the Army Reserve IT Manual: In-formation Technology Design and Construction Guide, dated 15 February 2008 with Change 3, 17 October 2011.

1.8.1 The existing Building 5509 gross square footage is approximately 39,770. The renova-tion includes 3 stories above ground which are currently serving barracks on floors one, two and three and office and classroom functions on floor one, to be turned into barracks on floors two and three and offices and classrooms on floor one and renovate the existing kitchen and dining hall; as well as a sub-grade basement to be used for its current function, storage caging and a fully functional arms vault with Intrusion Detection.

1.8.2 Individual spaces shall meet the functional and environmental requirements of the above referenced criteria documents, as well as any applicable code requirements, and additional re-quirements in this RFP. Refer to the RFP attachment “A” for Room Requirements.

1.8.2.1 The areas shown in the “Target Net Area” column of Room Requirement Attachment “A” reflect the areas achieved on the RFP Drawings, however minor variation is allowed. It is acceptable for the actual clear area of any space to vary from the values in the table by plus or minus 5%. If space sizes are varied, functionality and furniture requirements shall be main-tained.

1.9 OPTIONS

1.9.1 Options. The Government has identified Option Items that they wish included in the pro-ject if available funds allow. The Option Items are identified in the RFP, listed individually on the Bidding Schedule, and described briefly below.

1.9.1.1 Option – New Entry Canopies (4).

1.9.1.2 Option - Exterior Walk-in Refrigerator/Freezer

1.9.1.3 Option – A fire pump and exterior housing.

1.9.1.4 Option – Asphalt paving, striping and wheel stops

1.9.1.5 Option – Army Reserve (OMAR) Funded Bona Fide Need Equipment.

1.9.1.6 Option – Army Reserve (OMAR) Funded Bona Fide Need Kitchen Equipment.

01 02 00.00 48 - 12

PART 2

APPLICABLE CRITERIA AND COORDINATION WITH LOCAL AUTHORITIES

2.1 APPLICABLE CRITERIA.

Applicable design and construction criteria references are listed in this Statement of Work and in the Specifications of this RFP. Criteria shall be taken from the most current references as of the date of issue of the RFP, unless otherwise noted. However, following contract award, Contrac-tor shall bring any criteria updates to the attention of the Contracting Officer. Referenced codes and standards are minimum acceptable criteria. Administrative, contractual, and procedural features of the contract shall be as described in other sections of the RFP. Sources for criteria documents are listed below.

2.1.1 In order for a facility to be occupied by Department of Defense personnel, the design and construction must meet specific requirements. The Government’s primary guidance on fire protection is UFC 3-600-01, Design – Fire Protection Engineering for Facilities. Design and construction of Army Reserve real property improvements shall comply with UFC 3-600-01, and shall comply with the specific applicable requirements of IBC, NFPA 101, and other commercial codes and standards that are referenced in UFC 3-600-01. The Contractor shall complete a Fire Protection/Life Safety Code Submittal for the project to demonstrate compliance. See At-tachment B to this Statement of Work for Government format.

2.1.2 Design and construction of Army Reserve real property improvements shall also comply with the requirements of this document and with the current edition of the industry and Federal Government standards listed in this RFP. Where UFC 3-600-01 or any other Federal Govern-ment standard refers to other Federal Government standards not listed in this RFP, the stand-ards not listed in this RFP do not apply.

2.1.3 Some State and local code and regulatory agencies may not have jurisdiction over Fed-eral Government construction on Federal property. However, the Army Reserve wishes to comply with State and local codes and regulations, and the Contractor remains responsible for such compliance. Therefore, design and construction of Army Reserve real property improve-ments shall also comply with all current and applicable State and local codes, and with all other applicable laws and regulations governing development, design and construction at the site. If certain of such requirements appear particularly onerous, or hamper Army Reserve required functionality of the project, the Contractor may recommend the Government waive the require-ment or implement a lesser requirement. The Government’s acceptance of such recommenda-tions is not assured.

2.1.4 Where any of the applicable requirements conflict, the most stringent shall govern. In no case shall building code, fire protection and life safety requirements be reduced below those required in UFC 3-600-01 and this RFP.

2.1.5 The requirements of the International Mechanical Code (IMC) shall apply except as fol-lows. Where conflicts exist between the IMC and the requirements of this document, this doc-ument shall govern. Where the IMC references the ICC Electrical Code, the NEC National Elec-trical Code shall be the applicable code. Where the IMC references the International Fuel Gas Code, the NFPA 54 National Fuel Gas Code shall be the applicable code. Where the IMC ref-erences the International Fire Code, the National Fire Codes published by the National Fire Pro-tection Association (NFPA) shall be the applicable code. Where the IMC references the Interna-tional Energy Conservation Code, the ASHRAE Standard 90.1 Energy Standard for Buildings –

01 02 00.00 48 - 13

Except Low Rise Residential Buildings shall be the applicable reference. The requirements of ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality shall be used in lieu of the ventilation requirement contained in the IMC.

2.1.6 The primary criteria and guidance for detailed design of Army Reserve Training Centers is UFC 4-171-05 “Army Reserve Facilities” (Design Guide or DG). The Contractor shall follow the guidance of the DG in developing the project design, unless this RFP directs otherwise. For the purposes of this RFP, when the word “should” is used in the DG, it indicates a mandatory requirement for this project. When the DG references Government criteria documents not ref-erenced in this RFP, those criteria do not apply to this project.

2.1.7 Accessibility – Design and construction of the first floor must comply with ADA-ABA Ac-cessibility Standard for Department of Defense Facilities and UFAS, whichever is most strin-gent. The first floor administrative areas, dining facility and kitchen are to be accessible to eve-ryone. The second and third floors are areas for able-bodied soldiers and do not need to meet ADA guidelines.

2.1.8 Design and construction shall comply with applicable Federal laws and regulations, such as EPA Clean Water and Clean Air Act and OSHA requirements.

2.2 LOCAL AND STATE CODES OR STANDARDS.

The following specifications, codes, standards, bulletins and handbooks form a part of this RFP.

2.2.1 State and Local

State Department of Transportation Standard Specifications for Highway and Bridge Construction

State/Local Sedimentation and Erosion Control Design Requirements

State/Local Environmental Control Requirements

State/Local Storm Water Management Requirements

2.2.2 National.

IBC – International Building Code

IPC – International Plumbing Code 2018

IMC – International Mechanical Code

NEC – National Electrical Code.

2.3 MILITARY CRITERIA.

2.3.1 The following publications form a part of this document. The applicable editions are those current as of the date of issue of the RFP.

AR 190-11 Physical Security of Weapons, Ammunition and Explosives (for design and construction of arms vaults only)

AR 380-5 Department of the Army Information Security Program - Chap-ter 7, Section III

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Multi-Service Oil/Water Separator Guidance Document (June

1999)

I3A Criteria Installation Information Infrastructure Architecture (I3A) Crite-ria, for outside plant design criteria, in accordance with

ALARACT 114/2010.

TI 800-01 Design Criteria (for computation of building areas)

UFC 1-200-01 General Building Requirements UFC 1-200-02 High Performance and Sustainable Building Requirements, with Change 04, October 2019 UFC 3-101-01 Architecture UFC 3-120-01 Air Force Sign Standard UFC 3-201-01 Civil Engineering UFC 3-220-01 Geotechnical Engineering UFC 3-250-01 Design: Pavement Design for Roads, Streets, Walks, and

Open Storage Areas (for tracked vehicle pavement design and construction only)

UFC 3-301-01 Structural Engineering UFC 3-401-01 Mechanical Engineering, With Change 1, October 2015 UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems, with

Change 5, November 2019 UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control

Systems, July 2018 UFC 3-420-01 Plumbing Systems, with Change 11, November 2019 UFC 3-490-04A Design: Indoor Radon Prevention and Mitigation UFC 3-490-06 Elevators UFC 3-501-01 Electrical Engineering with Change 1, November 2019 UFC 3-520-01 Interior Electrical Systems with Change 1, March 2019 UFC 3-530-01 Interior and Exterior Lighting Systems and Controls with

Change 4, November 2019 UFC 3-550-01 Exterior Electrical Power Distribution with Change 3, November 2019 UFC 3-550-07 Operation and Maintenance Exterior Power Distribution Sys-tem, January 2017 UFC 3-560-01 Operation and Maintenance Electrical Safety with Change 2, October 2019 UFC 3-570-01 Cathodic Protection with Change 1, January 2019

UFC 3-580-01 Telecommunications Interior Infrastructure Planning and De-sign, with Change 1, June 2016. For Inside Plant design criteria.

UFC 3-600-01 Design: Fire Protection Engineering for Facilities UFC 4-010-01 Design: Minimum Antiterrorism Standards for Buildings UFC 4-010-06 Cybersecurity of Facility-Related Control Systems with

Change 1, January 2017 UFC 4-021-01 Design and O&M: Mass Notification Systems UFC 4-171-05 Design Guide for US Army Reserve Facilities, Dated Novem-ber 15 2012

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No number U.S. Army Reserve Network Enterprise Center Infrastructure

Technical Criteria with Change 3, 1 Feb 2020

No number USAR Design Process and Submittal Requirements

No number Memo “Implementing Guidance for Army Reserve Facilities in conformance with the UFC 4-010-01”

No number ADA-ABA Accessibility Standard for Department of Defense

Facilities

2.4 OTHER APPLICABLE CRITERIA.

Applicable design and construction criteria references are listed below. This list is not intended to include all criteria that may apply or to restrict design and construction to only those refer-ences listed.

Air Conditioning and Refrigeration Institute (ARI) ARI 310/380 Packaged Terminal Air-Conditioners and Heat Pumps ARI 440 Room Fan-Coil and Unit Ventilator ARI 445 Room Air-Induction Units ARI 880 Air Terminals

Air Movement and Control Association (AMCA) AMCA 210 Laboratory Methods of Testing Fans for Rating

American Architectural Manufacturers Association (AAMA) AAMA 605 Voluntary Specification Performance Requirements and Test Proce-dures for High Performance Organic Coatings on Alumi-num Extrusions and Panels

AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum

AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections

American Association of State Highway and Transportation Officials (AASHTO) Roadside Design Guide [guardrails, roadside safety devices] Standard Specifications for Transportation Materials and Methods of Sampling and Testing [Road Construction Materials] Standard Specifications for Structural Supports for Highway Signs, Luminaries and

Traffic Signals A Policy of Geometric Design of Highways and Streets Guide for Design of Pavement Structures, Volumes 1 and 2 [pavement design guide] American Bearing Manufacturers Association (AFBMA) AFBMA Std. 9 Load Ratings and Fatigue Life for Ball Bearings AFBMA Std. 11 Load Ratings and Fatigue Life for Roller Bearings

American Boiler Manufacturers Association (ABMA) ABMA ISEI Industry Standards and Engineering Information

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American Concrete Institute ACI 318, Building Code Requirements for Structural Concrete ACI 315, Details and Detailing of Concrete Reinforcement ACI 530, Building Code Requirements for Masonry Structures

American Concrete Pipe Association Design Manual Installation Manual

American Institute of Steel Construction (AISC) Steel Construction Manual Seismic Design Manual Steel Design Guide 11, Floor Vibrations due to Human Activity

American Iron and Steel Institute, North American Specification for the Design of Cold-Formed Steel Structural

Members AISI/COS NASPEC 2001

American National Standards Institute 11 (ANSI) ANSI Z21.10.1 Gas Water Heaters Vol. 1, Storage water Heaters with Input Rat-ings of 75,000 Btu per Hour or less ANSI Z124.3 American National Standard for Plastic Lavatories ANSI Z124.6 Plastic Sinks ANSI Z21.45 Flexible Connectors of Other Than All-Metal Construction for Gas

Appliances ANSI Z358.1 Emergency Eyewash and Shower Equipment ANSI C2 National Electrical Safety Code ANSI/AF&PA NDS National Design Specification for Wood Construction

American Society of Civil Engineers (ASCE) Minimum Design Loads for Buildings and Other Structures – ASCE 7 Design and Construction of Sanitary and Storm Sewers, Manuals and Reports on

Engineering Practice – No. 37

American Society of Heating, Refrigerating and Air Conditioning Engineers

(ASHRAE)

ASHRAE 90.1- 2013 Energy Standard for Buildings Except Low-Rise Residential

Buildings ASHRAE Advanced Energy Design Guide for Small Office Buildings ASHRAE Guideline 1, The HVAC Commissioning Process ASHRAE Hdbk-IP Handbook, Fundamentals I-P Edition ASHRAE HVAC Applications Hdbk – Handbook, HVAC Applications ASHRAE Standard 15-2019 Safety Standard for Refrigeration Systems ASHRAE Standard 55-2019 Thermal Environmental Conditions for Human Occu-pancy ASHRAE Standard 62.1- 2019 Ventilation for Acceptable Indoor Air Quality

American Society of Mechanical Engineers International (ASME) ASME BPVC SEC VII Boiler and Pressure Vessel Code: Section VII Recom-mended Guidelines for the Care of Power Boilers

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ASME A17.1 Safety Code for Elevators and Escalators

American Society for Testing and Materials (ASTM) E1592 Standard Test Method for Structural Performance of Sheet Metal Roof and

Siding Systems by Uniform Static Air Pressure Difference

American Water Works Association (AWWA) AWWA Standards American Welding Society, Welding Handbook

Architectural Woodwork Institute (AWI) AWI Quality Standards

Associated Air Balance Council (AABC) AABC MN-1 National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems AABC Commissioning Group Commissioning Guidelines

Builders Hardware Manufacturers Association (BHMA) ANSI/BHMA A156.4 American National Standards for Door Controls – Closers…

Cast Iron Soil Pipe Institute (CISPI)

Code of Federal Regulations (CFR) 49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Fed-eral Safety Standards 10 CFR 430 Energy Conservation Program for Consumer Products

Ductile Iron Pipe Research Association (DIPRA), Design of Ductile Iron Pipe ANSI/TIA 568-D.0 Generic Telecommunications Cabling for Customer Premises ANSI/TIA 568-D.1 Commercial Building Telecommunications Infrastructure Stand-ard ANSI/TIA 568-C.2 Twisted-Pair Copper Cabling and Component Standard ANSI/TIA 568-C.3 Optical Fiber Cabling Components Standard ANSI/TIA 568-C.4 Broadband Coaxial Cabling and Components ANSI/TIA 569-D Telecommunications Pathways and Spaces ANSI/TIA 606-B Labeling Standard ANSI-J-STD 607-B Generic Telecommunications Bonding and Grounding for Cus-tomer Premises.

Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices for Streets and Highways

Illuminating Engineering Society of North America (IESNA) IESNA RP-1 Office Lighting IESNA Lighting Handbook, Reference and Application Institute of Electrical and Electronics Engineers Inc. (IEEE) Standard for Use of the International System of Units (SI): the Modern Metric Sys-tem Institute of Traffic Engineers (ITE)

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Trip Generation Transportation Planning Handbook

LEED: Leadership in Energy and Environmental Design Green Building Rating Sys-tem, Version 4, as developed by the U.S. Green Building Council (USGBC)

Metal Building Manufacturer’s Association (MSMA) MBNA-01 Low Rise Building Systems Manual

National Association of Corrosion Engineers International (NACE) NACE RP0169 Control of External Corrosion on Underground or Submerged Me-tallic Piping Systems NACE RP0185 Extruded, Polyolefin Resin Coating Systems with Adhesives for

Underground or Submerged Pipe NACE RP0285 Corrosion Control of Underground Storage Tank Systems by Ca-thodic Protection NACE RP0286 Electrical Isolation of Cathodically Protected Pipelines

National Electrical Manufacturers Association (NEMA)

National Electrical Safety Code C2

National Environmental Balancing Bureau (NEBB) NEBB Procedural Standards Procedural Standards for Testing Adjusting Balanc-ing of Environmental Systems NEBB Procedural Standards for Building Systems Commissioning

National Fire Protection Association (NFPA) NFPA 10 Standard for Portable Fire Extinguishers NFPA 13 Installation of Sprinkler Systems NFPA 13R Residential Occupancies up to and Including Four Stories in Height

Sprinkler Systems NFPA 20 Installation of Centrifugal Fire Pumps NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Ap-purtenances NFPA 30 Flammable and Combustible Liquids Code NFPA 30A Motor Fuel Dispensing Facilities and Repair Garages NFPA 31 Installation of Oil Burning Equipment NFPA 54 National Fuel Gas Code NFPA 58 Liquefied Petroleum Gas Code NFPA 70 National Electrical Code NFPA 72 National Fire Alarm and Signaling Code NFPA 80 Standard for Fire Doors and Fire Windows NFPA 90a Installation of Air Conditioning and Ventilating Systems NFPA 96 Standard for Ventilation Control and Fire Protection of Commercial

Cooking Operations NFPA 101: Life Safety Code NFPA 780 Standard for the Installation of Lightning Protection Systems

National Food Code

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FDA Model Food Code

National Roofing Contractors Association NRCA Roofing and Waterproofing Manual

Occupational Safety and Health Administration (OSHA) OSHA Construction Industry Standards, Title 29, Code of Federal Regulations, Part 1926, Safety and Health Regulations for Construction

Plumbing and Drainage Institute (PDI) PDI G 101 Testing and Rating Procedure for Grease Interceptors with Appendix of

Sizing and Installation Data PDI WH201 Water Hammer Arrestors

Precast Concrete Institute PCI Design Handbook – Precast and Prestressed Concrete

Sheet Metal and Air Conditioning Contractor’s National Association (SMACNA) SMACNA HVAC Duct Construction Standards HVAC Duct Construction Standards

-Metal and Flexible SMACNA Architectural Manual Architectural Sheet Metal Manual

Steel Door Institute (SDI) ANSI A250.8/SDI 100 Standard Steel Doors and Frames

Steel Deck Institute SDI Diaphragm Design Manual

Steel Joist Institute Catalog of Standard Specifications and Load Tables for Steel Joists and Joist

Girders SJI Tech Digest #5 Vibration of Steel-Joist Concrete Slab Floors

Underwriters Laboratories (UL) UL 96A Installation Requirements for Lightning Protection Systems UL 300 Standard for Safety for Fire Testing of Fire Extinguishing Systems for Pro-tection of Restaurant Cooking Areas Uni-Bell PVC Pipe Association, Handbook of PVC Pipe: Design and Construction Recommended Standards for Wastewater Facilities, by Health Research, Inc.

2.5 SOURCES FOR GOVERNMENT PUBLICATIONS.

2.5.1 AR (Army Regulations) may be found at http://www.apd.army.mil.

2.5.2 ADA-AB is available at http://www.access-board.gov/guidelines-and-standards/buildings-and-sites/about-the-aba-standards/aba-standards.

2.5.3 The Design Guide, “U.S. Army Reserve Network Enterprise Center Infrastructure Tech-nical Criteria" is available at http://www.lrl.usace.army.mil/Portals/64/docs/Engineering/Design_Army_Res/ARNetwork.pdf?v

01 02 00.00 48 - 20 er=2017-02-21-100413-393

2.5.4 The Joint Service Oil/Water Separator Guidance Document is available from the U.S.

Army Environmental Center, and can be ordered on CD-ROM by calling 1-800-USA-3845.

2.5.5 I3A document may be requested with an e-mail to usar-

my.detrick.isec.list.i3aguide@mail.mil.

2.5.6 To obtain a copy of the new UFC 3-580-01, Revision 1 dated June 2016, visit https://dod.wbdg.org/.

To obtain a copy of the Draft Version of UFC 4‐171‐05, visit http://www.lrl.usace.army.mil/Portals/64/docs/Engineering/Design_Army_Res/draft_u fc417105.pdf

2.6 PERMITS AND COORDINATION WITH LOCAL AUTHORITIES.

2.6.1 General. The Contractor is responsible for making all applications and obtaining re-quired municipal, utility, and regulatory agency coordination, reviews, permits, inspections and approvals, and is responsible for payment of any associated fees or charges.

2.6.2 Jurisdiction. By Federal and New Jersey State law, most State and local governmental agencies do not have jurisdiction over Federal construction on Federal land. It is the intention of the Army Reserve to be a “good neighbor” to the State and local governmental agencies, and to comply with applicable State and local codes and regulations. The Contractor is required to comply with local codes and regulations, as noted in Section 2.1.3. The Contractor shall strive to keep local governmental agencies informed of the design and construction progress of the project.

2.6.3 Streets, Rights of Way, and Street Access. Not applicable.

2.6.4 Planning and Zoning. Not applicable.

2.6.5 Building Code. The Contractor is responsible for compliance with applicable building codes. The Government’s review of Contractor’s design and construction will include review for code compliance, but does not relieve Contractor of compliance responsibility.

2.6.6 Fire Protection. The Contractor is responsible for compliance with applicable fire pro-tection and life safety codes. The Government’s review of Contractor’s design and construction will include review for compliance with requirements, but does not relieve Contractor of compli-ance responsibility.

2.6.7 Water. See Part 3 of this Section for additional information.

2.6.8 Sanitary Sewer. See Part 3 of this Section for additional information.

2.6.9 Natural Gas. See Part 3 of this Section for additional information.

2.6.10 Electric. See Part 4 of this Section for additional information.

2.6.11 Telephone See Part 4 of this Section for additional information.

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2.6.12 Cable Television. See Part 4 of this Section for additional information.

2.6.13 Storm Drainage, and Soil and Water Conservation. See Part 3 of this Section for ad-ditional information.

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PART 3

SITE CIVIL ENGINEERING

3.1 GRADING.

3.1.1 The difference in grade between the finished floor elevation (FFE) and stoops outside of personnel doors shall meet ABA requirements. The ground outside the building shall have a minimum of 5% slope away from all exterior walls for the first 10 feet and positive drainage thereafter. The Contractor’s geotechnical engineer shall identify if steeper grades are neces-sary based on shrink/swell soil characteristics.

3.1.2 Design grades to provide required sight lines related to traffic and roadway design.

3.1.3 Design grades to meet accessibility requirements where required.

3.1.4 The Contractor shall be responsible for dewatering necessary for grading and other sub-surface works for the construction of the Project.

3.1.5 A balance of the quantity of cut and fill soils which would create a smooth transition of graded areas into the existing natural site is desired. Site specific conditions such as flood and drainage protection, slopes and access reasons may cause unbalanced earthwork operations and are to be identified by the Contractor in the first Site/Utility Design submittal.

3.1.6 The plan should reflect selective site clearing that preserves groups of trees.

3.1.7 Erosion and Sediment Control Facilities shall comply with Federal, State and local regu-lations.