W912QR25RA019_Specs-0003.pdf

15-SEP-20250003

W912QR25RA019_Specs-0003

A) The following SPECIFICATION SECTIONS have been revised and replaced in their entirety:

01 02 00.00 48 Part 1 - Design Objectives, and Functional and Area Requirements 01 02 00.00 48 Part 02 - Applicable Criteria and Coordination with Local Authorities 01 02 00.00 48 Part 08 - Thermal Design Attachment 'C' - Room by Room Supplemental Requirements

B) The following PLAN SHEETS have been revised and replaced in their entirety:

CS10 - Site Layout Plan IN102 - Proposed Overall Finish Plan - Floor 01 IN103 - Proposed Partial Finish Plan - Floor 01 - Area A IN104 - Proposed Partial Finish Plan - Floor 01 - Area B IN105 - Proposed Overall Finish Plan - Floor 02 IN106 - Proposed Partial Finish Plan - Floor 02 - Area A IN 107 - Partial Second Floor Finish Plan - Area B I-601 - Room Finish Schedule / Finish Material Legend

C) The response due date have been revised from 1:00 PM ET, 17 September 2025 to 12:00 PM ET, 19 September 2025.

D) All other terms and conditions remain unchanged.

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

FROM TO INFORMATION

Response Due Time 1:00PM 12:00PM

Response Due Time Zone Eastern Daylight Time (UTC -4' Eastern Daylight Time (UTC -4)

Response Due Date 17Sep 2025 19 Sep 2025

/Modification): AMENDMENT 0003 - PHASE II Solicitation No. W912QR25RA019 for the Design-

W912QR25RA0190003

R&M Newtown Square (USARC) Building 92001 Newtown Square, PA P2 # 515204

February 2020 version 01 02 00.00 48 Part 1 - 1 of 12

AMENDMENT 0003

Amendment 0003

PART 1

DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS

1.1 SCOPE OF WORK.

The objective of this solicitation is to renovate an existing facility in which the Using Units are able to effectively implement their Army Reserve support and training missions.

These activities require sufficient space with up-to-date furnishings and equipment to support the Units’ full-time and Army Reserve personnel. The project includes the renovation of an existing 2-story 38,987 sf US Army Reserve Center Training Building 92001 and associated site improvements located in Newtown Square, Pennsylvania, along with various site improvement bid options. The building has exterior entrances at the first and second floors.

1.1.1 Requirements stated in this Request for Proposal (RFP) are minimums; design and construction shall meet or exceed the requirements. The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality.

1.1.2 This project consists of the renovation of an existing US Army Reserve Center Training Building 92001 as described in this RFP on Government-owned land at Newtown Square, Pennsylvania. The training building currently sits on approximately 45 acres of land and is located within Philadelphia-Reading-Camden, PA-NJ-DE-MD Combined Statistical Area.

1.1.3 Bid Options. The Government has identified Option Items which may be included in the project, if available funds allow and government authorization is given.

The Option Items are listed individually on the Price Breakout Schedule.

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 noted otherwise. Referenced codes and standards are minimum acceptable requirements.

1.2.1.1 This RFP and its referenced documents define the necessary criteria to plan and design the US Army Reserve Center Training Building 92001. Functional space requirements are indicated in the United States Army Reserve (USAR) Design Guide USAR Facilities, referred to as the Design Guide’ (DG), which also provides general criteria and guidance for the design of Army Reserve facilities. Typical functional space

CERTIFIED FINAL

February 2020 version 01 02 00.00 48 Part 1 - 2 of 12

AMENDMENT 0003

furniture layouts and inventories are provided in the RFP drawings; Contractor’s designers shall adapt these to the final floor plans.

1.2.1.2 Where specific manufacturer or vendor names are called out in this RFP, the intention is to provide the desired quality and salient features for the system or material.

1.2.1.2.1 Unless the manufacturer or vendor is identified as “sole-source”, or with similar language, the Contractor may provide an equivalent or better system or material of another vendor or manufacturer.

1.2.2 Primary Consideration. The primary consideration of this solicitation is to renovate a US Army Reserve Center Training Building 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, sustainability, selection of building materials and systems for durable low-cost maintenance and operation, and an overall balance of esthetics and functionality. The Army Reserve encourages a project design of award-winning caliber.

1.2.3.1 Design Freedom. Requirements stated in this RFP are minimums.

Innovative, creative, or cost-saving proposals, which meet or exceed these requirements are encouraged, and will be considered more favorably. The project conceptual design was developed by the Army Reserve, the Corps of Engineers, and an RFP preparation A/E design team; this conceptual design is acceptable to the Government.

1.2.3.2 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 requirements for Contractor building design and construction completion, along with other code, regulatory and professional practice requirements. The extent of development of these RFP documents in no way relieves the successful offeror from responsibility for the design, construction documentation, and construction of the facility in conformance with Applicable Criteria and codes.

1.2.3.3 The conceptual design illustrates desired general arrangements, orientation, and adjacencies, and provides an existing exterior image which is acceptable to the Government – it is not intended to dictate the final layout and image for the project. The Contractor’s designers shall develop and refine the existing site and building design in their completion of the design and construction documents. Such development shall be consistent with the criteria and acceptable to the Government.

1.2.3.3.1 Quantities, sizes, and locations of doors and windows indicated on the conceptual elevations in this RFP are intended to dictate the final fenestration design, unless indicated as specifically required in the RFP.

February 2020 version 01 02 00.00 48 Part 1 - 3 of 12

AMENDMENT 0003

1.2.3.3.2 The purpose of this project is the renovation of the Newtown Square USARC Training Building 92001 located in Newtown Square, Pennsylvania. Design the existing building improvements to enhance or complement the visual environment of the existing Installation. The design shall reflect a human scale, and primary entrances shall be architecturally designed for easy visibility. Exterior colors shall conform to the United States Army Reserve (USAR) Design Guide USAR Facilities, to the existing buildings current finishes, or other appropriate guidance.

1.2.3.4 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 development 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 adequate space for mechanical, electrical and telecommunication spaces. The mechanical and electrical spaces must provide adequate space to safely and efficiently accommodate equipment operation and maintenance. The spatial relationships and adjacencies in the RFP drawings, however, must be maintained, unless the Contractor recommends changes to the Government, and the Government accepts such changes.

1.2.3.5 The Contractor shall develop and refine the exterior image and esthetics of the existing building 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. If building elevations are included in the RFP - The conceptual elevations in the RFP drawings are not acceptable as finish elevations.

1.2.3.6 The Contractor’s architect or interior designer shall select the final palette of colors and materials for building interior and exterior, acceptable to the Government and coordinated throughout.

1.2.4 Installation Design Guidance.

1.2.4.1 Installation Real Property Master Plan. Not Used

1.2.4.2 Installation Design Guide. Design of this project shall incorporate the design guidance and criteria contained in the Standard Design Guide for a General Instruction Building, 53320, (GIB) Army Continuing Education System (ACES) Facility, 12 April 2021 and the Army Reserve Design Guide.

1.2.5 Antiterrorism and Force Protection Considerations. Project design and construction shall comply with the Department of Defense Antiterrorism (AT) Standards for Buildings, UFC 4-010-01, and other AT criteria listed in Part 2 of this Statement of Work. The conceptual site and building design has been developed in general accordance with AT requirements. Contractor must continue to coordinate AT design with the Government throughout design and construction.

February 2020 version 01 02 00.00 48 Part 1 - 4 of 12

AMENDMENT 0003

1.2.5.1 Refer to the MEMORANDUM FOR PPMD titled “Implementation of UFC 4- 010-01 revision 12 Dec 2018” dated 22 January 2019. Privately Owned Vehicle (POV) Parking is permitted within the unobstructed space, however, may be temporarily eliminated within the unobstructed space

1.2.5.2 Compliance with the minimum protective measures for DoD inhabited buildings, as defined in UFC 4-0101-01, is required. The renovation costs are anticipated to exceed 50% of the replacement cost of the existing building. Implementation of UFC 4-010-01 standards to bring the entire inhabited building into compliance is required.

1.2.5.3 There is no specified Design Basis Threat and Level of Protection. The project must comply with the minimum chapter 3 standards of UFC 4-010-01.

1.2.5.4 The Training Center is an Inhabited Building.

1.2.5.5 Vestibule entrances into the building with glazing systems must have laminated glazing in accordance with section 3-11.1 of UFC 4-010-01 for both the exterior and interior glazing systems of the vestibule area.

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 complex. The complex shall be a complete and usable facility, meeting the requirements of this RFP.

The Contractor shall develop a complete site, building and interior design package. The Contractor shall perform and provide a topography / site utility survey to capture the base scope and a fire flow test and report. If the bid options are awarded, the Contractor shall perform and provide a geotechnical survey and report, and provide a topography / site utility survey to capture the bid options scope.

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 classification has no effect on the Scope of the Work of this RFP. Refer to the Price Breakout Schedule which clarifies OMAR funded items.

1.3.3 For purposes of clarification, this RFP identifies parts of the Project for which some responsibility 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 identified as Government-furnished in the table below, or elsewhere, all work required by the RFP is the responsibility of the Contractor. Contractor shall provide design coordination for items to be purchased and installed by the Government.

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.

February 2020 version 01 02 00.00 48 Part 1 - 5 of 12

AMENDMENT 0003

Government-Furnished Item Table

Legend: Cont = Contractor, Govt = Government

Item Designed by

Furnished by

Installed by

Makes final connection

Bronze and aluminum “Minuteman” plaques

Cont Govt Cont

Furniture, Fixtures & Equipment (FF&E)

Freestanding Furniture Cont Govt Govt

Systems Furniture * Cont Govt Govt Cont

Office Equipment, portable * Cont Govt Govt Govt

Office Equipment, permanently installed *

Cont Govt Govt Cont

Workbenches * Cont Govt Govt Govt

TV Monitor Brackets* Cont Govt Govt Cont

TV Monitors * Cont Govt Govt Govt

Government Furnished Government Installed (GFGI) Items

Shop equipment, portable * Cont Govt Govt Govt

Arms Vault Weapons Racks Govt Govt Govt Govt

Vending Machines * Govt Govt Govt Govt

Network Printer / Copier * Cont Govt Govt Govt

Video Conference System * Cont Govt Govt Govt

IT/Telecom

Telecommunications Infrastructure in the TER/TRs *

Cont Cont Cont Govt

Telecommunications Equipment * Govt Govt Govt Govt

February 2020 version 01 02 00.00 48 Part 1 - 6 of 12

AMENDMENT 0003

Telephone instruments * Govt Govt Govt Govt

Exterior Callbox(es), including telephone. Government only programs the specific telephone instrument(s)

Cont Cont Cont Cont

1.4 RFP DRAWINGS.

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

1.5 SPECIFICATIONS.

1.5.1 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 construction work, and shall be met or exceeded unless Contractor obtains specific Government approval for proposed reductions. These outline specifications shall not be considered complete 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 specifications shall include as a minimum, a description of the technical requirements, criteria for determining 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.

1.5.1.1 The Outline Technical Specifications provide design and construction criteria that supplement project-specific requirements listed in Section 01 02 00.00 48 and 01 03

00.00 48.

1.5.2 Not all Outline Technical Specification sections provided in this RFP may be required for this project, and designers shall provide additional Specification Sections or items if necessitated by their final design or RFP requirements.

1.5.3 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 developed

February 2020 version 01 02 00.00 48 Part 1 - 7 of 12

AMENDMENT 0003

from the UFGS. The use of industry prototype specifications (such as MasterSpec) is not allowed.

1.5.3.1 The following order of UFGS specification priority applies:

1.5.3.1.1 First select Sections specifically developed for Army Reserve facilities. Such Sections have “48” as the fifth level of their MasterFormat 2004 numbering, such as Section 07 31 13.00 48. These Army Reserve-specific (RST) Sections can be accessed from the Corps of Engineers, Louisville District, Army Reserve Customer Website. Refer to Part 2 of this Section.

1.5.3.1.2 If no RST Section exists, select a Louisville District-specific Section (LRL), accessible from the same website. Such Sections have an “06” as the fifth level of their MasterFormat 2004 numbering.

1.5.3.1.3 If no Section described above exists, select an Army Section. Such Sections have an “10” as the fourth level of their MasterFormat 2004 numbering.

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

1.5.4 In case of conflicts between the project-specific requirements in Section 01 02 00.00 48 or 01 03 00.00 48, and the requirements in the Outline Technical Specifications, Section 01 02 00.00 48 or 01 03 00.00 48 governs. This is true for all Outline Technical Specification Sections, including the more extensive and detailed Sections.

1.6 SITE.

The site is described on the RFP drawings included as part of this solicitation and consists of approximately 45 acres.

Site work includes all design and construction of site features described in the RFP, including but not limited to, site planning, clearing, grading, erosion control, site drainage, utility systems, pavements, pedestrian and vehicular circulation systems, signage, site lighting, landscaping, physical security measures, and fencing.

1.6.1 Special Utilities and Supplementary Construction. Not used.

1.6.2 Demolition Considerations and Requirements. Site demolition includes but not limited to, security bollards, pavement, curb and gutter, gas service, electrical transformer and pad, sidewalks, and a portion of the dumpster screening wall. Interior building demolition is included.

1.6.3 Environmental Considerations and Mitigation Requirements. Should any suspected hazardous materials, beyond what is shown in the Hazardous Materials Report in Attachment B, be encountered during site investigations or construction, the

February 2020 version 01 02 00.00 48 Part 1 - 8 of 12

AMENDMENT 0003

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.

1.6.3.1 Building 92001 was surveyed for radon gas concentrations by the Government. Radon gas concentrations ranged from 0.4 picoCuries per Liter (pCi/L) to

0.7 pCi/L, below the EPA action level of 4 pCi/L. Refer to the Hazardous Materials Report in Attachment B for details. The project site is in Zone 1 (an area where average indoor radon concentration is likely to exceed 4 pCi/L). The Contractor shall incorporate Passive Barriers, plus the underfloor and vent stack provisions for a Sub-slab Suction System with a Passive Suction Stack into the design and construction of the building.

Refer to UFC 3-101-01 for radon mitigation system design.

1.6.3.2 Where subslab plumbing work is required, the Contractor must also provide a activation-ready subslab depressurization system in accordance with ANSI/AARST SGM-MFLB-2023. To include installation of suction fan(s). Subsequent testing is required to determine if system activation is required.

1.6.3.3 The Contractor must conduct two radon sampling events, with the first occurring later than two weeks after commissioning of the new HVAC systems and within three months of completion of the renovation, and the second sampling event occurring during a different weather season than the 1st sampling. If the first sampling is not in the winter, the 2nd sampling is to be in the winter. Radon testing must be conducted in accordance with ANSI/AARST MA-MFLB-2023.

1.6.3.4 If Radon testing shows Radon level(s) above the EPA action level of 4 pCi/L, the Contractor must activate the subslab depressurization system in accordance with

ANSI/AARST SGM-MFLB-2023.

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

1.6.3.6 The Outline Technical Specifications include Section 31 31 16.00 48.

1.6.3.7 Building 92001was inspected for asbestos by the Government. Asbestos containing materials (ACM) were identified. Prior to any building demolition, the Contractor will review the existing report and then collect additional samples as necessary to complete a National Emission Standards for Hazardous Air Pollutants pre-demolition asbestos survey in accordance with applicable Federal, State, and local regulations for materials that will be impacted during renovation. Sampling will not occur where a warranty is in place, such as the roof. The goal of the inspection is to identify ACM, including that which may be located inside walls, above ceilings, under floors, and other inaccessible areas. The inspection shall be conducted by an accredited asbestos building inspector. Any ACM, beyond what was identified in the Government provided survey, shall be treated as a changed condition. Refer to the Hazardous Materials Report in Attachment B for details on the limited asbestos survey.

February 2020 version 01 02 00.00 48 Part 1 - 9 of 12

AMENDMENT 0003

1.6.3.8 Building 92001 was inspected for lead containing paint by the Government.

Lead containing paint was identified. The Contractor shall comply with the requirements of OSHA 29 CFR 1926.62 - Lead Exposure in Construction during building and structure demolition. Refer to the Hazardous Materials Report in Attachment B, provided for bidding purposes.

1.6.4 Site Development Constraints. No local jurisdiction or zoning requirements.

1.6.5 Contractor’s Use of the Site. Except for utility service provider access, required coordination 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.

1.6.5.1 Security and Identification Requirements, see Section 00 08 00.00 06.

1.6.6 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 investigating all differing site conditions, discrepancies, and field related issues that are encountered during 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.

1.6.7 Verification of Utilities. The Contractor and the designers of record shall be responsible 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 requirements of this project.

1.6.8 Permits and Regulatory Compliance. The Contractor shall assure that the site development complies with all applicable local, State and Federal regulations. A list of known regulations is located in Part 2 of this Statement of Work. Timely acquisition of the necessary design and construction related permits shall be the responsibility of the Contractor. The Contractor, upon notice to proceed, shall immediately begin working on the permits so as not to delay completion of the project. The Contractor shall prepare permits, associated drawings, public notices, and other related documentation as necessary to successfully meet permit approval status. The Contractor shall pay for associated permit fees.

1.7 FUNCTIONAL AND AREA REQUIREMENTS.

1.7.1 The building designs shall provide existing building gross areas as indicated below. The existing building gross floor areas may not increase or decrease in size without Government approval, except for minor deviations necessary to accommodate building systems. The minimum gross area of the existing building is a minimum requirement of this RFP.

February 2020 version 01 02 00.00 48 Part 1 - 10 of 12

AMENDMENT 0003

1.7.1.1 Building 92001 is an existing 2-story building. The first-floor of Building 92001 is 21,797 gross square feet, and the second-floor is 17,190 gross square feet comprising a total of 38,987 gross square feet.

1.7.2 Individual spaces shall meet the functional and environmental requirements based on UFC 4-171-05 paragraph listed in the Room by Room Supplemental Requirements table in Attachment D, as well as any applicable code requirements and additional requirements noted in this RFP.

1.7.2.1 The areas shown in the “Target Area” column of the table typically allow minor variation. It is acceptable for the actual clear area of any space to vary from the values in the table by plus or minus 5%, except as noted below or in the Room by Room Supplemental Requirements. If space sizes are varied, functionality and furniture requirements shall be maintained. Building gross minimum areas described in Paragraph 1.8.1 remain applicable.

1.7.2.1.1 The Kitchen spaces, when included, are a standard Government design. The space layout, sizes, and equipment shall be maintained. Refer to the Army Reserve Design Guide for kitchen related plans and equipment information. The existing large standard kitchen configuration in Building 92001 is to be abandoned as part of this project, and the space repurposed for other uses. There is a New Training building on site with a large kitchen that is being used as the primary kitchen for the site.

1.7.2.1.2 Areas for these spaces shall not be decreased: arms vault, mail room, EF, TER, and TR. The minimum width for EF, TER, and TR is 8’-0”.

Amendment 0003*******************************************************************************

1.7.2.1.3 Minimum width of newly constructed offices shall be 9’-6” to accommodate furniture. Existing offices to remain are exempt from the minimum width requirement.

*******************************************************************************Amendment 0003

1.7.2.1.4 The area of the Assembly Hall shall not be increased, and the ratio of its width to length shall be approximately 1 to 1.6, unless otherwise accepted by the Government.

1.7.2.1.5 Spaces with caging, such as Unit Storage, Tools and Parts and others, shall have the number and size of cages shown on the RFP drawings or as noted in the Room by Room Supplemental requirements, as a minimum. Aisle widths shall be as shown on RFP drawings; aisle widths in Unit Storage and other large storage areas shall be 7’-0” minimum in width to accommodate movement of materials on pallet jacks.

1.7.2.1.6 This DB RFP package demonstrates systems using electrification. During the design, the offeror must provide an updated LCCA to compare a natural gas selection to the previous electric-only systems. The additional natural gas system(s) included in the

February 2020 version 01 02 00.00 48 Part 1 - 11 of 12

AMENDMENT 0003

analysis shall contribute to meeting the 30% energy consumption savings versus ASHRAE 90.1-2019 baseline, reduce the energy cost over the RFP required systems, and be supported by the updated energy optimization and LCCA.

1.8 USER BACKGROUND INFORMATION.

1.8.1.1 This facility will serve as a Training Center for the 677th Transportation

Detachment (Automated Cargo Doc), 341st Medical Company (Logistics), 424 Medical Battalion (Multifunctional). 233rd Transportation Company (EAB Linehaul), 379th Medical Detachment (Blood Support), 2nd Platoon (Petroleum Support)(50K), and 233rd Quartermaster Company.

1.8.1.2 The mission of the 677th Transportation Detachment (Automated Cargo Doc)is to provide support in all areas of cargo support and logistics.. The 677th uses the Training Center for administrative activities, to plan and support operations, and to train unit personnel in their mission specialties.

1.8.1.3 341st Medical Company (Logistics) personnel mission is to maximize troop health, fitness and readiness through comprehensive managed health care systems emphasizing health promotion and preventive medicine. The 341st uses the Training Center for administrative activities, to plan and support operations, and to train unit personnel in their mission specialties

1.8.1.4 The mission of the 424 Medical Battalion (Multifunctional) personnel is to maximize troop health, fitness, and readiness through comprehensive managed health care systems emphasizing health promotion and preventative medicine. The 424 uses the Training Center for administrative activities, to plan and support operations, and to train unit personnel in their mission specialties.

1.8.1.5 The mission of the 233rd Transportation Company (EAB Linehaul) and 233rd Quartermaster Company is to provide heavy equipment transporter support. The 233rd uses the Training Center for administrative activities, to plan and support operations, and to train unit personnel in their mission specialties.

1.8.1.6 The mission of the 379th Medical Detachment (Blood Support) is to provide blood drawing services, preserving and maintaining, and the transportation and transfer of blood to hospitals and surgical teams in their perspective areas of operation. The 379th uses the Training Center for administrative activities, to plan and support operations, and to train unit personnel in their mission specialties.

1.8.1.7 The mission of the 2nd Platoon (Petroleum Support)(50K) is to provide refueling support for the 233rd Transportation Company. The 2nd Platoon uses the Training Center for administrative activities, to plan and support operations, and to train unit personnel in their mission specialties.

February 2020 version 01 02 00.00 48 Part 1 - 12 of 12

AMENDMENT 0003

1.8.2 These Army Reserve units are housed in a Government-owned facility that is in a failed or failing condition. This renovated facility will reduce operational costs to the Government while significantly improving unit readiness and mobilization as well as increasing the proficiency of service members. Approximately 600 reservists will work and train in this facility.

1.8.3 There will be approximately 20-30 people working in the building on a full-time basis Monday through Friday, and the largest drill weekend will have approximately 384 reservists using the facility. It is anticipated that the facility will be used one or two weekends per month for reserve training activities.

- END OF SECTION -

February 2020 version 01 02 00.00 48 Part 2 - 1 of 12

AMENDMENT 0003

Amendment 0003

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, Contractor shall bring any criteria updates to the attention of the Contracting Officer. Referenced codes and standards are minimum acceptable criteria and refer to the latest release of each code or standard unless otherwise noted. 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 form, for the project to demonstrate compliance. The form is available on the Corps of Engineers, Louisville District, Army Reserve Customer Website.

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 Government standard refers to other Federal Government standards not listed in this RFP; the standards not listed in this RFP do not apply.

2.1.3 Some State and local code and regulatory agencies may not have jurisdiction over Federal 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 improvements 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 required functionality of the project, the Contractor may recommend the Government waive the requirement or implement a lesser requirement.

The Government’s acceptance of such recommendations is not assured.

February 2020 version 01 02 00.00 48 Part 2 - 2 of 12

AMENDMENT 0003

2.1.4 Where any of the applicable requirement’s 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) and International Plumbing Code (IPC) shall apply except as follows. Where conflicts exist between the IMC and IPC, and the requirements of this document, this document shall govern. Where the IMC or IPC references the ICC Electrical Code, the NEC National Electrical 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 or IPC references the International Fire Code, the National Fire Codes published by the National Fire Protection Association (NFPA) shall be the applicable code. Where the IMC or IPC references the International Energy Conservation Code, the ASHRAE Standard 90.1 “Energy Standard for Buildings – 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 United States Army Reserve (USAR) Design Guide USAR 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 referenced in this RFP, those criteria do not apply to this project.

2.1.6.1 The DG and Unified Facilities Criteria (UFC's) provide criteria for the project.

Where the UFC’s and DG have similar conflicting criteria, the more restrictive of the conflicting criteria must be followed. The UFC’s must take first precedence when there is an incomparable conflict between the UFC’s and DG.

2.1.6.2 The requirements of the Army Reserve Design Process and Submittal Requirements (DPSR), shall take precedence over any conflicting UFC requirements regarding Predesign, Design, Post Design Services, and Submission Requirements.

2.1.7 Best Practices (Chapters or Appendices) listed in any UFCs shall be considered recommendations and are not contract requirements, unless otherwise noted in this RFP.

2.1.8 Accessibility – Design and construction must comply with ADA-ABA Accessibility Standard for Department of Defense Facilities and UFAS, whichever is most stringent. Buildings shall be considered to be “commercial facilities” under ADA-

ABA.

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

February 2020 version 01 02 00.00 48 Part 2 - 3 of 12

AMENDMENT 0003

2.1.10 Design and construction shall comply with the Louisville District Military Design Guides (LDMG).

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

The site in which Building 92001 sets is owned by the Federal Government and is exempt from state and local building codes. The building must meet federal standards and regulations regarding fire safety and other aspects of construction. However, the Army Reserve wishes to comply with State and local codes and regulations, and the Contractor remains responsible for such compliance.

Chapter 172 Zoning of the Newtown Township General Code Pennsylvania Uniform Construction Code (UCC) Pennsylvania Existing Building Code 2018

Pennsylvania Fire Code 2018

Pennsylvania Fire Alarm Code 2016

Pennsylvania Plumbing Code 2018

Pennsylvania Mechanical Code 2018

Pennsylvania Electrical Code 2018

Pennsylvania Energy Code 2018

2.2.2 National.

IBC – International Building Code IEBC – International Existing Building Code IPC – International Plumbing Code IMC – International Mechanical Code

2.3 MILITARY CRITERIA. The following publications form a part of this document.

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 - Chapter 7, Section III

CR-200010 Joint Service Oil/Water Separator Guidance Document

MIL HDBK 1013/1A Military Handbook: Design Guide for Physical Security of Facilities - for protection of openings into secure areas such as SIPRNET Café, and COMSEC

February 2020 version 01 02 00.00 48 Part 2 - 4 of 12

AMENDMENT 0003

ECB 2018-11 Control System Cybersecurity Coordination Requirement

UFC 1-200-01 DoD Building Code UFC 1-200-02 High Performance and Sustainable Building

Requirements UFC 3-101-01 Architecture UFC 3-110-03 Roofing UFC 3-120-01 Air Force Sign Standard UFC 3-120-10 Interior Design UFC 3-201-01 Civil Engineering UFC 3-201-02 Landscape Architecture UFC 3-210-10 Low Impact Development UFC 3-220-01 Geotechnical Engineering UFC 3-250-01 Pavement Design for Roads and Parking UFC 3-301-01 Structural Engineering UFC 3-401-01 Mechanical Engineering UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems UFC 3-410-02 Direct Digital Control for HVAC and Other Building

Control Systems UFC 3-420-01 Plumbing Systems UFC 3-450-01 Noise and Vibration Control UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Interior and Exterior Lighting Systems and Controls UFC 3-580-01 Information and Communications Technology

Infrastructure Planning and Design UFC 3-600-01 Fire Protection Engineering for Facilities UFC 3-490-06 Elevators UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings UFC 4-010-06 Cybersecurity of Facility-Related Control Systems UFC 4-021-01 Design and O&M: Mass Notification Systems

No number Army Reserve Network Enterprise Center Infrastructure Technical Criteria (ARNEC ITC)

No number USAR Design Process and Submittal Requirements

(DPSR)

No number ADA-ABA Accessibility Standard for Department of Defense Facilities

No number 2017 Implementing Guidance, Army Stormwater Management Using Low Impact Development

February 2020 version 01 02 00.00 48 Part 2 - 5 of 12

AMENDMENT 0003

No number MEMORANDUM FOR PPMD titled “Implementation of UFC 4-010-01 revision 12 Dec 2018” dated 22 January 2019.

No number Department of the Army Sustainable Design and Development (SDD) Policy memo dated January 17, 2017

No number IDS Responsibilities memo; Arms Vault IDS system

No number Caging Details; Unit Storage and Arms Vault, and other rooms with caging.

No number US Army Reserve Color Board

SDDCTEA Pamphlet 55-17 Better Military Traffic Engineering

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 references 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

Procedures for High Performance Organic Coatings on Aluminum 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]

February 2020 version 01 02 00.00 48 Part 2 - 6 of 12

AMENDMENT 0003

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

American Concrete Institute ACI 318, Building Code Requirements for Structural Concrete ACI SP-66, Details Manual ACI 530/530.1, Building Code Requirements and Specification for

Masonry Structures American Concrete Pipe Association

Design Manual Installation Manual

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

American Iron and Steel Institute (AISI) AISI, S100, North American Specification for the Design of Cold-Formed

Steel Structural Members AISI D100, Cold-Formed Steel Design Manual AISI S400, North American Standard for Seismic Design of Cold-Formed

Steel Structural Systems American National Standards Institute 11 (ANSI)

ANSI Z21.10.1 Gas Water Heaters Vol. 1, Storage water Heaters with Input Ratings 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 and Associated Criteria for Buildings and Other

Structures – ASCE 7 Design and Construction of Sanitary and Storm Sewers, Manuals and

Reports on Engineering Practice – No. 37 [sanitary sewer and storm drain design criteria]

American Society of Heating, Refrigerating and Air Conditioning Engineers

(ASHRAE)

ASHRAE Hdbk-IP Handbook, Fundamentals I-P Edition ASHRAE HVAC Applications Hdbk – Handbook, HVAC Applications ASHRAE Standard 15 Safety Standard for Refrigeration Systems ASHRAE Standard 55 Thermal Environmental Conditions for Human

Occupancy

February 2020 version 01 02 00.00 48 Part 2 - 7 of 12

AMENDMENT 0003

ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality.

Edition year and to the extent as referenced in UFC 3-410-01.

ASHRAE 90.1 Energy Standard for Buildings Except Low-Rise Residential Buildings. Edition year and to the extent as referenced in

UFC 1-200-02.

ASHRAE 189.1 Standard for the Design of High-Performance Green Buildings. Edition year and to the extent as referenced in UFC 1-200- 02, and to the extent indicated in the RFP.

American Society of Mechanical Engineers International (ASME) ASME BPVC SEC VII Boiler and Pressure Vessel Code: Section VII

Recommended Guidelines for the Care of Power Boilers 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 [standards for water line materials and construction] American Welding Society (AWS)

D1.X Standards 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 Federal Safety Standards

10 CFR 430 Energy Conservation Program for Consumer Products Ductile Iron Pipe Research Association (DIPRA), Design of Ductile Iron Pipe Environmental Protection Agency

EPA 625-R-92-016 Radon Prevention in the Design and Construction of Schools and Other Large Buildings

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

[signage for streets and highways] Illuminating Engineering Society (IES)

The 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 System

National Electrical Safety Code ANSI C2 Institute of Traffic Engineers (ITE)

February 2020 version 01 02 00.00 48 Part 2 - 8 of 12

AMENDMENT 0003

Trip Generation Transportation Planning Handbook

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

Metal Building Manufacturer’s Association (MBMA) MBMA Metal Building Systems Manual, with latest Supplement MBMA Seismic Design Guide for Metal Building Systems

National Association of Corrosion Engineers International (NACE) NACE SP0169 Control of External Corrosion on Underground or Submerged

Metallic Piping Systems NACE SP0185 Extruded, Polyolefin Resin Coating Systems with Soft

Adhesives for Underground or Submerged Pipe NACE SP0285 Corrosion Control of Underground Storage Tank Systems by Cathodic Protection NACE SP0286 Electrical Isolation of Cathodically Protected Pipelines

National Electrical Manufacturers Association (NEMA) National Environmental Balancing Bureau (NEBB)

NEBB Procedural Standards for Testing Adjusting Balancing of Environmental Systems

NEBB Procedural Standards for Building Systems Commissioning National Fire Protection Association (NFPA)

NFPA 1 Fire Code Handbook 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 Appurtenances (underground fire protection system design) 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 70E Standard for Electrical Safety in the Workplace NFPA 72 National Fire Alarm 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 291 Recommended Practice for Fire Flow testing and Marking of

Hydrants NFPA 780 Standard for the Installation of Lightning Protection Systems

National Food Code

February 2020 version 01 02 00.00 48 Part 2 - 9 of 12

AMENDMENT 0003

FDA Model Food Code National Institute of Standards and Technology (NIST)

RP10 - Standards of Seismic Safety for Existing Federally Owned and Leased Buildings – ICSSC Recommended Practice 10 (RP10-22).

NIST IR 8458e2022.

National Roofing Contractor’s 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…