W912QR261BWJ_NRP08-0000.pdf

Solicitation For Army Reserve National Roofing Program FY26 Task Order 08

P2: 574437 Design-Build

Volume A – PA175 - Bristol, PA Volume B – NJ012 - Northfield, NJ (Option 1)

Certified Final

25 June 2026

W912QR261BWJ

MATOC

W912QR24D0054 thru 24D0063

All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

W912QR261BWJ_NRP08-0000

6/25/26, 7:00 AM SAM.gov

"General Decision Number: NJ20260025 05/18/2026

State: New Jersey

Construction Types: Building

Counties: New Jersey Counties of Atlantic

Modification Number

ASBE0089-004 07/01/2025

Publication Date 01/02/2026 05/18/2026

Rates ASBESTOS WORKER/HEAT & FROST INSULATOR (includes the application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems; also, the application of firestopping material to openings and penetrations in walls, floors, ceilings and curtain walls; also, all lead PAID HOLIDAYS: The last day prior to the Christmas and New Year's Day observed holiday: 4 hrs. pay ..... $ 55.80

BRNJ0002-013 05/01/2021

Rates

Work on high stacks: 22% per hour additional ........ $ 45.20

BRNJ0007-012 07/07/2025

Rates

MARBLE SETTER ....................................... $ 64.66

BRNJ0007-013 06/02/2025

Rates

TERRAZZO FINISHER ................................... $ 43. 63

BRNJ0007-017 06/02/2025

Rates

TILE SETTER ......................................... $ 52. 31

TILE FINISHER

Work grouting all epoxy: $10.00 additional per day. $ 43.63

CARP0006-009 05/01/2025

Rates

CARPENTER (SCAFFOLD

The first sixty feet at the regular rate, 10% per hour additional for each additional fifty feet thereafter .......................................... $ 57 .42 https://sam.gov/wage-determination/NJ20260025/1

Fringes

40.80

Fringes 33.26

Fringes 40.97

Fringes 32.12

Fringes 38.01

32.12

Fringes

34.17

1/10

National Roofing Program (NRP)

FY26 Project 08 P2 574437

PA175, NJ012 US

TABLE OF CONTENTS

VOLUME A: PA175 – Bristol, PA

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A: Site Location

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, 13

April. 2026(For Information

Only)

VOLUME B: NJ012, Northfield, NJ

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A: Site Location

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, 13

April, 2026 (For Information

Only)

--End of Table of Contents--

TOC

Version CERTIFIED FINAL

May 2026 Solicitation

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

Army Reserve National Roofing Program

FY26 Task Order 8

Volume A

PA175 Bristol, PA

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A:

ATTACHMENT B:

ATTACHMENT C:

ATTACHMENT D:

Site Location

Building Layout

Site Inspection Report, April 13, 2026 (For Information Only) Supplemental Inspection Information (For Information Only)

COVER

Version CERTIFIED FINAL

NRP FY26 Project 08

PA175 Bristol, PA

P2 574437

4-May-26

SECTION 00 80 50.00 06

Version CERTIFIED FINAL

SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

08/19

1. PART 1 GENERAL

1.1. SUBMITTALS

Government approval/acceptance is required for submittals with a "GOVT” designation; submittals not having a "GOVT" designation are for information only. When used, a designation following the "GOVT" designation identifies the office that will review the submittal for the

Government. The submittals listed in the Submittal Register at the end of this specification section shall be submitted in accordance with Section

01 33 00.00 06.

SD-01 Preconstruction Submittals

SD-02 Shop Drawings

SD-05 Design Data

SD-07 Certificates

SD-11 Closeout Submittals

1.2. NOT USED

1.3. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK - Paragraph 1.3 of Section 00 80 00.00 06 is replaced with the following:

1.3.1 Notice to Proceed (NTP) will be issued to the contractor upon receipt and approval of the bonds. Under this NTP, the contractor shall be required to commence work within 10 calendar days from the NTP and complete the work within the period of performance outlined in the

Price Breakout Schedule.

1.3.2 Refer to FAR 52.211-12 "LIQUIDATED DAMAGES" in Section 00 70 50 for the amount of Liquidated Damages for the Task order project.

1.3.3 Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for a notification of significant contract dates.

1.3.4 Additional Requirements/Clarifications of Work Included Within the Contract

The time stated in FAR 52.211-10 "Commencement, Prosecution, and

Completion of Work" in Section 00 70 50 for completion shall include

P2 574437

4-May-26

SECTION 00 80 50.00 06

Version CERTIFIED FINAL as-built drawings, O&M manuals, operational tests/reports/training/instructions, and equipment lists.

1.4. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the "Default

(Fixed-Price Construction)" as discussed in Section 00 70 00 of the base contract and Section 00 70 50 of this task order. In order for the

Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON (5) DAY WORK

WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

PA175 22 20 16 9 5 4 2 3 4 4 15 22

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the

Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated listed above, the

Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair-weather workdays, and issue a modification in accordance with the "Default (Fixed-Price

Construction)" in section 00 70 00 of the base contract, Volume 1 .

1.5. WAGE RATES

The decision of the Secretary of Labor, covering rates of wages, including fringe benefits to be paid laborers and mechanics performing work under this contract, is attached to this solicitation. The payment for all classes of laborers and mechanics actually employed to perform work under the contract will be specified in the following contract provisions: "Contract Work Hours and Safety Standards --

Overtime Compensation"; "Construction Wage Rate Requirements"; and

"Compliance with Copeland Act Requirements" in Section 00 70 00 of the base contract.

Wage decision included: PA20260078 Building

The work to be performed is located in Bristol, PA, Bucks County.

1.6. NOT USED

1.7. Antiterrorism (AT) and Operations Security (OPSEC)- Paragraph 1.7 of Section 00 80 00.00 06 is replaced with the following:

1.7.1 AT Level I training. This standard language is for contractor employees with an area of performance within an Army-controlled installation, facility, or area. All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or to the contracting officer, if a COR is not assigned, within 30 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil.

1.7.2 Access and general protection/security policy and procedures.

This standard language is for contractor employees with an area of performance within an Army-controlled installation, facility, or area.

Contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by the installation Provost Marshal

Office, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements (CFR clause 52.204-9, Personal Identity Verification of

Contract Personnel) as directed by DoD, HQDA and/or local policy. In http://jko.jten.mil/ addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.7.3 AT Awareness Training for Contractor Personnel Traveling

Overseas. This standard language requires U.S.-based contractor employees and associated subcontractor employees to make available and to receive Government-provided area of responsibility (AOR)–specific AT awareness training as directed by AR 525-13. Specific AOR training content is directed by the combatant commander, with the unit ATO being the local point of contact.

1.7.4 Army Training Certification Tracking System (ATCTS) registration for contractor employees who require access to Government information systems. All contractor employees with access to a Government info system must be registered in the ATCTS at commencement of services and must successfully complete the DoD Information Assurance Awareness prior to access to the information system and annually thereafter.

1.7.5 For contracts that require a formal OPSEC program. The contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within

90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it, and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

1.7.6 Controlled Unclassified Information (CUI). Include DFARS clause

252.204-7012, which requires the contractor to comply with NIST 800-

171. Also include DFARS provision 252.204-2019 into solicitations.

Acquisition officials should follow procedures outlined in DFARS 204.73 and verify vendors have an adequate NIST SP 800-171 summary assessment score within the Supplier Performance Risk System (within PIEE). If the score doesn’t show a medium- or high-level assessment with a score of

110 or better (as described in the “NIST SP 800-171 DoD Assessment

Methodology”), include clause252.204-7020 and obtain the vendor’s

“system security plan” and “plan of action” for NIST SP 800-171 verification and assurance by Army security officials.

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. NOT USED

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

1.19. NOT USED

1.20. NOT USED

1.21. NOT USED

1.22. NOT USED

1.23. NOT USED

1.24. NOT USED

1.25. NOT USED

1.26. NOT USED

2. PART 2 PRODUCTS NOT USED

3. PART 3 EXECUTION NOT USED

Line

Act-ivity

Trans-mittal # Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GA for

GOVT or

A/E Revwr Submit

Approval

Needed

By

Material

Needed

By

Action

Code

Date Of

Action

Date FWD to APPR /

Auth -

Date RCD

From

CONTR

Date

FWD To

Other

Revwr

Date

RCD

From

Other

Revwr

Action

Code

Date Of

Action

Mailed To

CONTR/

Date RCD

From

APPR

Authority Remarks

01 32 01.00 06 SD-01 Preconstruction Submittal Project Schedule 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan (APP) 1.7 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Activity Hazard Analysis (AHA) 1.8 F

01 45 04.10 06 SD-01 Preconstruction Submittal Design Quality Control Plan 3.2 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Construction Quality Control Plan 3.3 GA

01 50 00 SD-01 Preconstruction Submittal Construction Site Plan 1.3 GA

01 57 19.00 06 SD-01 Preconstruction Submittal Environmental Protection Plan 1.7 GA

01 74 19 SD-01 Preconstruction Submittal Construction Waste Management Plan 1.7 GA

00 80 00.00 06 SD-07 Certificates No Asbestos - Containing Material (ACM)

Certification

1.14 F

00 80 00.00 06 SD-07 Certificates Insurance 1.31 F

00 80 00.00 06 SD-07 Certificates Warranties 1.15 GA

00 80 00.00 06 SD-11 Closeout Submittals Preliminary (Working) As-Built Drawings 3.4 GA

00 80 00.00 06 SD-11 Closeout Submittals Final As-Built Drawings 3.4 GA

SB MATOC

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

TITLE: NRP FY26 Project 08

SUBMITTAL REGISTER

JOB NAME: PA175

LOCATION: Bristol, PA

CONTRACT NO:

CONTRACTOR:

FY26 NRP Project 08

PA175, 2501 Ford Rd, Bristol, PA

SECTION 01 11 50.00 06

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

Updated 6 Feb 2025

1. PROJECT INFORMATION

1.1. GENERAL

Design/Build: The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Roof Replacement Project at

PA175 to result in a complete and useable Facility. Contractor shall provide complete design analysis incorporating all engineering computations, analysis, test, and survey results, building code (including fire protection, life safety, environmental and accessibility) review as it pertains/affects/relates to this project, equipment and material data and documentation of existing conditions.

1.2. SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base

MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes design and construction to replace the following roof systems located at PA175:

Building RFID (SF) Section(s) Existing Roof System

USAFRC (72,081) 1 & 3 Architectural Shingle

USAFRC (482) 2 EPDM/TPO

OMS (10,763) 1 Architectural Shingle

Design/Build: Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified

Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the

Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable, and sustainable space.

Design/Build: The illustrations and exhibits included in this RFP illustrate the conceptual design of the project and are provided to define the scope of work and budget. The concepts provided shall be further developed by the Design/Build Contractor to comply with the customer’s functional needs.

All demolition required to construct the project is included as part of the work of this Contract.

1.3. SITE LOCATION

This project is located at 2501 Ford Rd, Bristol, PA.

1.4. EXISTING SITE UTILITIES

1.4.1. The contractor shall verify the location of all utilities serving the building. Upgrading the existing utilities, (unless noted otherwise) outside the limits of construction, is not a part of this project.

1.5. BID OPTIONS

1.7. ATTACHMENTS

Design/Build: Information provided in the Attachments is intended to guide the completion of the design by establishing existing conditions, and the desired character, appearance, and function of the new construction. The following Attachments are included and shall be used and strictly adhered-to in completing the design and construction of the project.

a. ATTACHMENT A: Site Location

b. ATTACHMENT B: Building Layout Plans

c. ATTACHMENT C: Site Inspection Report, 13-Apr-26

1.14. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.15. Registered Roof Consultant (RRC) (Designer of Record) shall have a degree in Architecture or Engineering and have at least ten (10) years of experience in roof repairs. The RRC must be currently licensed by the International Institute of Building Envelope Enclosures

(IIBEC).

2. DESIGN REQUIREMENTS

2.1. GENERAL

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared shall include, but are not limited to, construction drawings, specifications, submittals, and design analysis as required in Section 01

33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD), Volume 1. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with Design Criteria.

2.2. DESIGN

2.2.1. The Contractor shall prepare a 100% design for the project in accordance with the RFP using industry standard materials and efficient practices. The design of the materials selected shall be high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy, and coordination of all designs, drawings, specifications, and other documents or publications upon which the design and construction are based. It shall be the responsibility of the Design/

Build Contractor to verify the accuracy of the documents provided.

2.2.2 CAD/BIM Requirement

The contractor will not be required to produce advanced modeling and design drawings will be limited to CAD files.

2.2.3 Design Submittal Requirements

The contractor will not be required to produce charette or interim design submittals. The contractor will submit a final design, a corrected final design, and a certified final design. The independent

Registered Roof Observer (RRO) identified under Section 01 11 00.00 06

Paragraph 3.3..2.3 shall review the final design as part of the contractor design QC review team. The RRO shall attend the final design plan-in-hand review meeting.

2.1.4 Design Professionals

General Scope of work for most task orders will be for roof replacement and exterior water proofing with associated work. Roof replacement design will be certified by a RRC and have a professional engineer or architectural stamp. Structural analysis will only be required if there is a change in the dead load for the structural system or if called out in the task order scope of work. Electrical and mechanical design will be limited to relocating existing systems.

2.2.2. Design Milestone Schedule

Notice to Proceed (NTP) Day 0

Design Quality Control Plan (DQCP) NTP + 14 Days

Charette Report (FIO no review) NTP + 60 Days

Final Submittal NTP + 120 Days

Final Plan in Hand Meeting (on-site) NTP + 138 Days

Corrected Final Submittal NTP + 152 Days

Certified Final Submittal NTP + 160 Days

2.3. REQUEST FOR PROPOSAL (RFP) INTENT

The intent of this RFP section is to describe the requirements for appearance, function, materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Contractor.

2.4. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

2.4.2. Final Design / Plan-in-hand Review Meeting

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. Insert any additional REQUIRED DESIGN PROFESSIONALS beyond RRC

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

The GFM has been provided as part of the Solicitation package.

2.12.2. GFM File Formats

GFM are provided only in PDF format.

2.13. (See Paragraph 2.1 Section 01 11 00.00 06 )DESIGN SUBMITTAL

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers

Ryan Fagan, PE

RYAN.A.FAGAN@USACE.ARMY.MIL

LRL-ED-MA Room 414

600 Doctor Martin Luther King Junior Place

Louisville, KY 40202

Timothy M. McClellan, P.E., RRC

Timothy.m.mcclellan@usace.army.mil

LRL-ED-MA Room 414

John P. Hearn

John.P.Hearn@usace.army.mil

LRL-CD

2475 K Street Bldg 52

WPAFB OH 45433

Michael Brooks

Michael.s.brooks@usace.army.mil

LRL-CDR

Jeffrey E. Bayers, P.E., P.M.P.

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

Steve Coffey, PE

USARC G 3/5/7 Engineers - Desk 4N-4001-62

4700 Knox Street, Bldg 8-8108

Ft. Bragg, NC 28310

Phone: 910-570-8961

Email: steven.w.coffey3.civ@army.mil

Justin Reeder, PE, RRC, RRO, CDT mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil mailto:steven.w.coffey3.civ@army.mil

USARC-ARIMD Engineering Branch / SAIN Engineering

USAR National Roofing Program REM

Phone: 843.813.2423

Email: justin.reeder@saineng.com

99th RD (OH, MI)

William (Bill) Markey

5231 South Scott Plaza

Joint Base McGuire-Dix-Lakehurst, NJ 08640

Phone: 609-997-5271

Email: william.f.markey4.civ@army.mil

3. GENERAL CONSTRUCTION REQUIREMENTS

3.1. SUMMARY

3.1.1. The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2. GENERAL INFORMATION

3.2.1. NOT USED

3.2.2. NOT USED

3.2.3. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Building Occupants

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

3.2.7. NOT USED

3.2.8. NOT USED

3.2.9. Project and Safety Signs. See 01 50 00, Paragraph 2.1.3.

3.3. DOCUMENTATION

3.3.1. NOT USED

3.3.2. NOT USED

mailto:justin.reeder@saineng.com mailto:william.f.markey4.civ@army.mil

3.4. NOT USED

3.5. Work Schedule under Section 01 11 00.00 06 Paragraph 3.9.1.2 is changed to “Work S WORK SCHEDULE: The Contractor shall schedule the work between the hours of 7:00 a.m. and 4:30 p.m. Monday through Friday except Federal Holidays.

3.5.1. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer.

3.5.2. The Government may or may not grant such permission at its discretion.

3.6. Contractor Personal Vehicle Parking under Section 01 11 00.00 06

Paragraph 3.9.1.7 is changed to Contractor Personal Vehicle Parking:

The contractor may use a limited number of parking spaces in the existing lots for the contractor’s employee parking of personal vehicles. The Contractor shall coordinate with the Government on the exact number of available spaces, and shall make provisions to transport employees to the site should inadequate parking spaces be available on site. Parking in these areas is available on a first-come first served basis.

4. NOT USED

5. NOT USED

6. EXTERIOR EQUIPMENT

6.1. Properly support rooftop mini splits that are not installed correctly on Section 2 of the USAFRC.

6.2. Install sacrificial sheet that is missing for rooftop equipment

(satellite dish) at the USAFRC.

6.3. Confirm with COR of any equipment that is abandoned during design phase.

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Approximately 3100 LF of deteriorated joint sealant to be replaced around the USAFRC.

7.2. Approximately 750 LF of deteriorated joint sealant to be replaced around the OMS.

7.3. Contractor to provide a flush seam metal wall panel system with manufacturer’s 30 year PVDF (polyvinlidine fluoride) finish warranty for walls that transition from a lower roof section to a higher roof section.

7.4 DOR to include 3 site visits during construction in bid. One of these visits shall be during final inspection.

7.5 Contractor to apply self-adhering waterproofing membrane underlayment across entire roof under architectural shingles.

7.6 The weep holes on the west side of the roof need to be cleared of sealant and new weeps installed into the brick.

7.7 14. There is an expansion joint on the roof, but expansion is not installed the full length. As currently installed the water has no way of exiting cleanly from the roof in these areas. Additionally, the shingles possibly the OSB decking appear to be buckling since there is no expansion installed. A new method should be devised on how to install the expansion.

7.8 Hand nail all architectural shingles.

7.9 Contractor to apply self-adhering waterproofing membrane underlayment across entire roof under architectural shingles.

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

14. Roof System

Roof system installed shall comply with UFC 3-110-03 Roofing, with

Change 5, or the latest version available. Where they do not exist, contractor shall install roof access ladders from the ground to roof and between roof sections to allow access to all sections.

Contractors shall install new concrete splash blocks at all downspout terminations. Contractor shall investigate and design gutters and downspouts on the USAFRC building so that they do not deposit water on the roof surface.

Contractor bids shall include removal of 2-8 inches of insulation.

Existing roof systems may be multi-layered with differing roof system types below the surface membrane. Contractor is responsible for identifying all equipment mounted directly below the deck and to utilize a connection method that either avoids the deck or relocates equipment in a way that complies with current building codes.

Modified Bitumen systems shall be two ply systems

Building RFID (SF) Section(s) New Roof System

USAFRC (72,081) 1 & 3 Architectural Shingle

USAFRC (482) 2 Modified Bitumen

OMS (10,763) 1 Architectural Shingle

14.1. NOT USED

14.2 ROOF DECK REPAIR

Inspect the roof deck carefully. If there are roof deck areas which require repair or replacement, notify the Contracting Officer. Do not proceed with repair or replacement until directed by the Contracting

Officer. Assume replacement up to 60% damaged decking, 50% wood nailers, and 15% of furring strips.

--End of Section --

Attachment A

Site Location

PA175 Site Overview Legend

2501 Ford Rd

1 mi

N

N Image Landsat / Copernicus

Image Landsat / Copernicus

Image Landsat / Copernicus

PA175 OVERALL MAP

OMS BUILDING

STORAGE #1 BUILDING

STORAGE #2 BUILDING

USAFRC BUILDING

USAFRC STORAGE BUILDING

Attachment B

Building Layout Plans

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DS

DS DS DSDS

DS DS DSDS

DS

DS

DSRR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

RR

1'

39'-6"

6' -4

29' 39' 9'

'-1

0"

180'

9'

180'9'65'196'

DSDS

USAFTC

ROOF PLAN

Engineering solutions for tomorrow®

4995 Lacross Rd. | Suite 1325 Charleston, SC 29406 www.reiengineers.com

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

NORTH

PLAN

US ARMY RESERVE

PA175

ROOF ASSESSMENT

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

A-001

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

2501 FORD ROAD

BRISTOL, PA

23CHS-021

CD XX-XX-XX CONTRACT DOCUMENTS

VALLEY

H HIP

STRUCTURAL SLOPE

R

V

RIDGE

MECHANICAL CURB

HIGH HEAT PENETRATION

PIPE PENETRATION

ROOF EDGE

PARAPET WALL

GUTTER EDGE WITH DOWNSPOUTS

EXPANSION JOINTEJ

KEY

S

DS

LIGHTNING PROTECTION CABLE

ROOF OVERHANG

SCUPPER W/ COLLECTOR HEAD

ROOF AREA INDICATORXX

LIGHTNING PROTECTION ROD

A - ROOF PLAN

SCALE: 1"=20' 020 4020

1"=20'

ANTENNA

EQUIPMENT SUPPORT CURB

ROOF ACCESS LADDER

S 3":12"

S 3"

:1 2"

1/ 4"

:1 2"

S 3":12"

S 3"

:1 2"

S 3":12"

S 3"

:1 2"

S 3"

:1 2"

S 3":12"

S 3":12"

S 3"

:1 2"

S 3":12"

S 3":12"

S 3"

:1 2"

S 3"

:1 2"

S 3":12"

S 3":12"

S 3"

:1 2"

S 3"

:1 2"

1/4":12" 1/4":12"

S 3":12"

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

1 4

3 2

4 4

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

18 X 18 1

34 X 34 1

48 X 60 1

48 X 72 1

78 X 106 1

6 X 36

SUPPORT CURB

GENERAL NOTES:

1. SECTION 1 AND 3 DECK TYPE:

a. METAL DECK

STRUCTURAL SLOPE 3":12"

2. SECTION 2 DECK TYPE:

a. METAL DECK

FLAT SLOPE, TAPER 1/4":12"

4. SECTION 1 EAVE HEIGHT: 14' - 0"

SECTION 2 EAVE HEIGHT: 20' - 0"

SECTION 3 EAVE HEIGHT: (VARIES)

13' -0"

22' - 0"

28' - 0"

HOT STACK PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

6 3

7 2

8 3

S 3"

:1 2"

R R R R R R R R R

DSDS

DS DS

120'

OMS

ROOF PLAN

Engineering solutions for tomorrow®

4995 Lacross Rd. | Suite 1325 Charleston, SC 29406 www.reiengineers.com

SOUTH CAROLINA

CERTIFICATE OF

AUTHORIZATION #1906

NORTH

PLAN

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

A-002

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

CD XX-XX-XX CONTRACT DOCUMENTS

STRUCTURAL SLOPE

R RIDGE

MECHANICAL CURB

HIGH HEAT PENETRATION

PIPE PENETRATION

ROOF EDGE

GUTTER EDGE WITH DOWNSPOUTS

KEY

S

DS

LIGHTNING PROTECTION CABLE

ROOF AREA INDICATORXX

LIGHTNING PROTECTION RODOMS - ROOF PLANA SCALE: 1/8" = 1'-0" 08 168

1/8" = 1'-0"

US ARMY RESERVE

PA175

ROOF ASSESSMENT

2501 FORD ROAD

BRISTOL, PA

23CHS-021

S 3" :1

2"

S 3"

:1 2"

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

2 3

3 4

4 6

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

11 X 11 1

GENERAL NOTES:

1. SECTION 1 DECK TYPE:

a. METAL DECK

STRUCTURAL SLOPE 3":12"

2. SECTION 1 EAVE HEIGHT: 18' - 0"

HOT STACK PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

7 6

Attachment C

Site Inspection Report 17 July 2020

Note: This attachment is for documentation of existing conditions. The requirements of the 01 11 50.00 06 and the base MATOC take precedence over any recommended repairs included in this inspection report.

SC Engineers COA #1906

ROOF ASSESSMENT REPORT

FOR

NATIONAL ROOFING PROGRAM

(NRP) FY23 1-N,

, 202

REI PROJECT NO. 23CHS-021

ROOF ASSESSMENT REPORT

TABLE OF CONTENTS

I. OVERALL MAP

II. USAFRC BUILDING SITE OVERVIEW

III. USAFRC BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

IV. USAFRC BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

V. USAFRC BUILDING SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

VI. USAFRC STORAGE BUILDING SITE OVERVIEW

VII. USAFRC STORAGE BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 SUMMARY

VI . OMS BUILDING SITE OVERVIEW

. OMS BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

. STORAGE BUILDING #1 SITE OVERVIEW

X . STORAGE BUILDING #1 SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

. STORAGE BUILDING #2 SITE OVERVIEW

X . STORAGE BUILDING #2 SECTION 4

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 SUMMARY

X V. ROOF PLANS

A. USAFRC BUILDING

B. USAFRC STORAGE BUILDING

C. OMS BUILDING

D. STORAGE BUILDING #1

E. STORAGE BUILDING #2

PA175-USAFRC

Bristol, PA 19007

Site Overview

Total Sections: 3 Total Sq Ft: 72,081 Map Name Sq Ft Est Install

1 Section 1 4,924 2011 2 Section 2 482 2011 3 Section 3 66,675 2011

Bristol, PA 19007

Section 1 Composition Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Architectural Asphalt Shingles

Metal Decking

Bristol, PA 19007

Section 1 Observations Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Overview Overview

Overview

Bristol, PA 19007

Section 1 Deficiencies Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Shingles - Detached Shingles (Remedial) Quantity: 3 EA Deficiency:

Shingles were observed to be detached at headwall.

Corrective Action:

Due to the current condition of the roof system, it is nearing the end of its life cycle and should be budgeted for roof replacement within one year.

Shingles - Ventilation (Remedial) Quantity: 1 EA Deficiency:

Existing ventilation is non existent or suspected to be under-designed. Shingles installed are blocking vent at head wall.

Corrective Action:

Ventilation calculations should be performed and proper ventilation components should be installed in accordance with all applicable building codes.

Bristol, PA 19007

Deficiencies (continued) Section 1Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Shingles - Damaged Shingles (Remedial) Quantity: 4 EA Deficiency:

Splits, tears, punctures, or impact damage was observed.

Corrective Action:

Individual damaged shingles need to be replaced. Damage throughout the system may be cause for roof replacement.

Shingles - Exposed Fasteners (Remedial) Quantity: 75 EA Deficiency:

Exposed nails where noted, it appears a tarp was attached at some point.

Corrective Action:

Due to the current condition with special circumstances the roof is nearing the end of its life cycle and should be budgeted for roof replacement.

Bristol, PA 19007

Deficiencies (continued) Section 1Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Roofing - Leak Location Photo (Remedial) Quantity: 1 EA Deficiency:

Photo to show leak location seen during assessment. Multiple leaks were noted.

Corrective Action:

Leak location shown was of a reoccurring leak that may or may not be active.

Bristol, PA 19007

Section 1 Summary Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Condition Summary Estimated Replacement: 2026

Recommendations The observations and recommendations submitted for the subject roofs are based upon visual observations and recommendations are based on the condition of the installed roof system and roof sheet metal flashings as they exist today.

The building was constructed in approximately 2011. The roof is an architectural shingle over a cool vent insulation system on a metal deck. The current roof system is approximately 15 years old and is original to buildings construction.

Associated sheet metal details were observed to be made from painted aluminum. Access to the roof area is provided by portable ladder from ground. Lightning protection was observed.

The overall condition of the architectural shingles roof is poor and due to existing leaks and the current condition with special circumstances the roof is nearing the end of its life cycle and should be budgeted for roof replacement.

Bristol, PA 19007

Section 1 Summary Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Qty Replacement

3 EA

1 EA

4 EA

75 EA

1 EA

4,924 Sq Ft

1 - Section 1 (4,924 Sq Ft ) Deficiency Detached Shingles Ventilation Damaged Shingles Exposed Fasteners Leak Location Photo Full Replacement Total

Bristol, PA 19007

Section 2 Composition Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Coated EPDM Single Ply Membrane

Bristol, PA 19007

Section 2 Observations Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Overview Overview

Bristol, PA 19007

Section 2 Deficiencies Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

General - Ponding Water (Remedial) Quantity: 1 EA Deficiency:

A ponding water condition is typically due to a flaw in the original drainage design/installation, or the underlying insulation has collapsed due to age or weight and created a low lying area on the roof which is now holding water.

Corrective Action:

A ponding water condition is best corrected during a re-roof project.

Drainage - No Dedicated Secondary Overflow (Remedial) Quantity: 1 EA Deficiency:

No emergency overflow drainage is present. In the event of the primary drainage becoming blocked, water will collect on the roof and add unnecessary weight to the structure.

Corrective Action:

Install emergency overflow provisions per industry standards and to meet all applicable codes. This would be corrected during reroof project.

Bristol, PA 19007

Deficiencies (continued) Section 2Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

General - Previous Repair (Remedial) Quantity: 1 EA Deficiency:

Repairs observed to existing roof system. Coating installed.

Corrective Action:

The low slope roof system is nearing the end of its life cycle and should be budgeted for replacement.

Rooftop Equipment - Missing/ Improperly Installed Rooftop Equipment Support (Remedial) Quantity: 1 EA Deficiency:

Rooftop equipment support is improperly sloped, damaged or not fully secured.

Corrective Action:

Install supports into existing framing and flash per industry standards.

Bristol, PA 19007

Deficiencies (continued) Section 2Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Drainage - Obstructed Drainage (Remedial) Quantity: 1 EA Deficiency:

Roof scupper is not draining due to poor placement.

Corrective Action:

Scupper opening should be set to proper height to allow for unobstructed drainage. This would be corrected during reroof project.

Single Ply - Sacrificial sheet missing (Remedial) Quantity: 1 Sq Ft Deficiency:

Sacrificial sheet not under equipment support.

Corrective Action:

Install sacrificial sheet compatible with roof membrane under equipment support.

Bristol, PA 19007

Section 2 Summary Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Condition Summary Estimated Replacement: 2026

Recommendations The observations and recommendations submitted for the subject roofs are based upon visual observations and recommendations are based on the condition of the installed roof system and roof sheet metal flashings as they exist today.

Building was constructed in or around 2011. Roof is a fully adhered Coated EPDM membrane over insulation on a metal deck. The current roof system is approximately 15 years old and is original to building construction.

Associated sheet metal details were observed to be made from painted steel. Access to roof area is provided by portable ladder from ground. No lightning protection was observed.

The coated EPDM membrane is in poor condition and due to the current condition and poor drainage design of the roof it is nearing the end of its life cycle and should be budgeted for roof replacement. REI recommends that roof system be replaced using a PVC single ply roof membrane.

Bristol, PA 19007

Section 2 Summary Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Qty Replacement

1 EA

1 EA

1 EA

1 EA

1 EA

1 Sq Ft 482 Sq Ft

2 - Section 2 (482 Sq Ft ) Deficiency Ponding Water No Dedicated Secondary Overflo...

Previous Repair Missing/ Improperly Installed ...

Obstructed Drainage Sacrificial sheet missing Full Replacement Total

Bristol, PA 19007

Section 3 Composition Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Architectural Asphalt Shingles

Metal Decking

Bristol, PA 19007

Section 3 Observations Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Overview Overview

Overview Overview

Bristol, PA 19007

Observations (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Electrical Panels Electrical Panels

Electrical Panels Electrical Panels

Bristol, PA 19007

Observations (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Electrical Panels

Bristol, PA 19007

Section 3 Deficiencies Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Roofing - Previous Repair- (For Information Only) (Remedial) Quantity: 6 EA Deficiency:

Areas of repair to existing roof was noted.

Corrective Action:

This information was added to report for information only. These areas should be monitored along with rest of roof sector.

Shingles - Deteriorated or Missing Sealant at Fasteners at Cap Shingle (Remedial) Quantity: 2 EA Deficiency:

Sealant is either missing or deteriorated at fasteners attaching cap shingle at ridge cap.

Corrective Action:

This would be corrected during reroof project.

Bristol, PA 19007

Deficiencies (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Shingles - Poor Repair (Remedial) Quantity: 1 EA Deficiency:

A repair using dissimilar materials was noted. This repair is in poor condition and will fail in time.

Corrective Action:

Due to the current condition of the roof system, it is nearing the end of its life cycle and should be budgeted for roof replacement.

Shingles - Damaged Shingles (Remedial) Quantity: 100 EA Deficiency:

Splits, tears, punctures, or impact damage was observed.

Corrective Action:

Due to the current condition of the roof system, it is nearing the end of its life cycle and should be budgeted for roof replacement.

Bristol, PA 19007

Deficiencies (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Shingles - Poor Valley Repair (Remedial) Quantity: 1 EA Deficiency:

Valley cut at top and woven toward bottom. This is a poor installation method.

Corrective Action:

Due to the current condition of the roof system, it is nearing the end of its life cycle and should be budgeted for roof replacement.

Rooftop Equipment - Lightning protection not secured (Remedial) Quantity: 120 LF Deficiency:

Lightning protection components laying loose on membrane can cause damage to membrane.

Corrective Action:

Properly secure lightning protection components per industry standards. This would be corrected during reroof project.

Bristol, PA 19007

Deficiencies (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Shingles - Deteriorated Substrate Below Shingles (Remedial) Quantity: 11 EA Deficiency:

Depressions were noted in roof system, it appears that plywood substrate is deteriorated. No visible damage to shingle was noted in these areas.

Corrective Action:

Cause of deterioration is unknown, further investigation into installation or design is warranted.

Drainage - Debris in Gutter (Remedial) Quantity: 1 LF Deficiency:

Debris can obstruct drainage and can lead to a downspout being clogged. Additional weight in gutter may cause damage to the assembly.

Corrective Action:

Debris should be removed from the gutter system on a regular basis.

Bristol, PA 19007

Deficiencies (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Shingles - Poor Repair (Remedial) Quantity: 3 EA Deficiency:

A repair using dissimilar materials was noted. This repair is in poor condition and will fail in time.

Corrective Action:

Old repair patch should be removed and membrane cleaned and repaired using same materials as installed. This would be corrected during reroof project.

General - Previous Repair (Remedial) Quantity: 31 EA Deficiency:

Repairs observed to existing roof system sealant at fasteners Corrective Action:

The low slope roof system is nearing the end of its life cycle and should be budgeted for replacement.

Bristol, PA 19007

Deficiencies (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

General - Previous Repair (Remedial) Quantity: 6 EA Deficiency:

Repairs observed to existing roof system.

Corrective Action:

The low slope roof system is nearing the end of its life cycle and should be budgeted for replacement.

Exterior Envelope - Sealant Deterioration Significant (Remedial) Quantity: 3086 LF Deficiency:

Sealant is deteriorated to the point of failure and no longer provides a watertight condition.

Corrective Action:

Remove existing sealant and replace per industry standard.

Bristol, PA 19007

Deficiencies (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Shingles - Leak Location Photo (Remedial) Quantity: 1 EA Deficiency:

Photo to show leak location seen during assessment.

Corrective Action:

Leak location shown was of a reoccurring leak that may or maynot be active.

Shingles - Leak Location Photo (Remedial) Quantity: 1 EA Deficiency:

Photo to show leak location seen during assessment.

Corrective Action:

Leak location shown was of a reoccurring leak that may or maynot be active.

Bristol, PA 19007

Deficiencies (continued) Section 3Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Shingles - Leak Location Photo (Remedial) Quantity: 1 EA Deficiency:

Photo to show leak location seen during assessment.

Corrective Action:

Leak location shown was of a reoccurring leak that may or may not be active.

Shingles - Leak Location Photo (Remedial) Quantity: 1 EA Deficiency:

Photo to show leak location seen during assessment.

Corrective Action:

Leak location shown was of a reoccurring leak that may or may not be active.

Bristol, PA 19007

Section 3 Summary Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Condition Summary Estimated Replacement: 2026

Recommendations The observations and recommendations submitted for the subject roofs are based upon visual observations and recommendations are based on the condition of the installed roof system and roof sheet metal flashings as they exist today.

The building was constructed in approximately 2011. The roof is an architectural shingle over a cool vent insulation system on a metal deck. The current roof system is approximately 15 years old and is original to buildings construction.

Associated sheet metal details were observed to be made from painted aluminum. Access to the roof area is provided by portable ladder from ground. Lightning protection was observed.

The overall condition of the architectural shingles roof is poor and due to existing leaks and the current condition with special circumstances the roof is nearing the end of its life cycle and should be budgeted for roof replacement.

Exterior sealants are in poor condition and should be budgeted for replacement in the next year. This is for all elevations.

Bristol, PA 19007

Section 3 Summary Section:

Size:

Inspection Date:

Inspector:

66675

03/18/2026 Daniel McQueen

Qty Remedial Replacement

6 EA

2 EA

1 EA

100 EA

1 EA

120 LF

11 EA

1 LF

3 EA

31 EA

6 EA

3 - Section 3 (66,675 Sq Ft ) Deficiency Previous Repair- (For Informat...

Deteriorated or Missing Sealan...

Poor Repair Damaged Shingles Poor Valley Repair Lightning protection not secur...

Deteriorated Substrate Below S...

Debris in Gutter Poor Repair Previous Repair Previous Repair Sealant Deterioration Signific... 3086 LF Leak Location Photo 1 EA Leak Location Photo 1 EA Leak Location Photo 1 EA Leak Location Photo 1 EA Full Replacement 66,675 Sq Ft Total

Bristol, PA 19007

Replacement

Qty

3 EA

1 EA

4 EA

75 EA

1 EA

4,924 Sq Ft

Qty

1 EA

1 EA

1 EA

1 EA

1 EA

1 Sq Ft 482 Sq Ft

Qty

6 EA

2 EA

1 EA

100 EA

1 EA

120 LF

11 EA

Budget Matrix

PA175-USAFRC

Bristol, PA 72081Sq Ft

1 - Section 1 (4,924 Sq Ft) Projected Replacement: 2026 Deficiency Detached Shingles Ventilation Damaged Shingles Exposed Fasteners Leak Location Photo Full Replacement Total 2 - Section 2 (482 Sq Ft) Projected Replacement: 2026 Deficiency Ponding Water No Dedicated Secondary Overflo...

Previous Repair Missing/ Improperly Installed ...

Obstructed Drainage Sacrificial sheet missing Full Replacement Total 3 - Section 3 (66,675 Sq Ft) Projected Replacement: 2026 Deficiency Previous Repair- (For Informat...

Deteriorated or Missing Sealan...

Poor Repair Damaged Shingles Poor Valley Repair Lightning protection not secur...

Deteriorated Substrate Below S... Debris in Gutter 1 LF

Poor Repair 3 EA Previous Repair 31 EA Previous Repair 6 EA Sealant Deterioration Signific... 3086 LF Leak Location Photo 1 EA Leak Location Photo 1 EA Leak Location Photo 1 EA Leak Location Photo 1 EA Full Replacement 66,675 Sq Ft Total

PA175 - USA Storage 2501 Ford Rd.

Bristol, PA 19007

Site Overview

Total Sections: 1 Total Sq Ft: 625 Map Name Sq Ft Est Install

1 Section 1 625 2013

PA175 - USAF Storage

Bristol, PA 19007

Section 1 Composition Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Purlins

R-Panel w/ Exposed Fasteners

Bristol, PA 19007

Section 1 Observations Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Electrical Panel Overview

Overview

Bristol, PA 19007

Section 1 Summary Section:

Size:

Inspection Date:

Inspector:

03/18/2026 Daniel McQueen

Condition Summary Estimated Replacement: 2038

Recommendations The observations and recommendations submitted for the subject roofs are based upon visual observations and recommendations are based on the condition of the installed roof system and roof sheet metal flashings as they exist today.

The building appears to have been constructed around 2013. The building is premanufactured, and the roof is a R-panel with exposed fasteners over batten insulation with vinyl backing which is original to construction.

Associated sheet metal details were observed to be made from painted steel. Access to the roof is provided by a portable ladder from the ground. No lightning protection was observed.

R-Panel roof system is in good condition, and it is recommended that roof be monitored.

No sealants were noted at the exterior of the building.

PA175-OMS

Bristol, PA 19007

Site Overview

Total Sections: 1 Total Sq Ft: 10,763 Map Name Sq Ft Est Install

1 Section 1 10,763 2011

Bristol, PA 19007

Section 1 Composition Section:

Size:

Inspection Date:

Inspector:

10763

03/19/2…