W912QR26R1C3V_NRP10-0000.pdf

Solicitation For

Army Reserve National Roofing Program FY26 Task Order 10

P2: 574437 Design-Build

NC106 - Wilmington, NC

Certified Final

20 August 2026

W912QR26R1C3V

MATOC

W912QR24D0054 thru 24D0063

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

W912QR26R1C3V_NRP10-0000

National Roofing Program (NRP) FY26

Project 10

NC106, Wilmington, NC, US

Table of Contents

Version CERTIFIED FINAL

TABLE OF CONTENTS

VOLUME A: NC106 Wilmington, NC

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, 23 June 2026

(For Information Only)

--End of Table of Contents--

NRP FY22 Project 10

NC106 Wilmington, NC

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SECTION 00 80 50.00 06

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SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

Updated 22 July 2026

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 After approval of the required bonds, the Government will issue an Administrative Notice-to-Proceed (NTP) to allow for preconstruction activities to be initiated in accordance with the contract requirements. The contract period of performance specified in Contract

Clause 52.211-10 will begin upon issuance of Administrative NTP. No onsite demolition or construction work will be permitted during the

Administrative NTP period. All required preconstruction activities and submittals must be submitted and accepted by the Government, where applicable, within the Administrative NTP period. The Government will issue a Construction NTP to allow commencement of all other contract work after the Administrative NTP period, or after the contractor's completion of all work specified in the Administrative NTP. Failure to complete all required preconstruction activities may result in the contract being terminated for default in accordance with Contract

Clause 52.249-10 Default (Fixed-Price Construction).

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Version CERTIFIED FINAL

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 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 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

NC106 22 20 21 19 7 6 7 7 5 7 19 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

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Version CERTIFIED FINAL 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 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: NC2026009 Building

The work to be performed is located in Wilmington, NC, New Hanover

County.

3623 Carolina Beach Rd

Wilmington, NC 28412

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

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Version CERTIFIED FINAL 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 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 http://jko.jten.mil/

SECTION 00 80 50.00 06

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 GA

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 GA

00 80 00.00 06 SD-07 Certificates Insurance 1.31 GA

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 10

SUBMITTAL REGISTER

JOB NAME: NC106

LOCATION: Wilmington, NC

CONTRACT NO:

CONTRACTOR:

FY26 NRP Project 10

NC106, Wilmington, NC

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SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

Updated 22 July 2026

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

NC106 to result in a complete and usable 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 NC106:

Building Name Section(s) Existing Roof System

NC106 USAFRC 1-2 EPDM

NC106 OMS 1-3 EPDM

NC106 Storage 1 SSMR

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.

SECTION 01 11 50.00 06

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 Wilmington, NC.

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

1.6. NOT USED

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, 23-Jun-26

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. 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).

1.16. Not Used

1.17. Not Used

1.18. Not Used

1.19. Not Used

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

Instead of a charrette submittal in accordance with the Louisville

District Design Guide, the contractor may submit a charrette report after they have conducted an on-site charrette meeting. The charrette report must detail the results of the site visit and identify any discrepancies between the solicitation and field conditions. An interim submittal is not required. The contractor will submit a final design, a corrected final design, and certified final design in accordance with the requirements of the base contract. The independent

Registered Roof Observer (RRO) identified under section 01 11 00 shall review the final design as part of the contract design QC review team.

The RRO shall attend the final design plan-in-hand meeting.

2.2.4 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.

2.2.5 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. NOT USED

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

Robert Graff, RA

Robert.m.graff@usace.army.mil

LRL-EDM-R

220 West Main St

Louisville, KY 40202

Timothy M. McClellan, P.E., RRC

Timothy.m.mcclellan@usace.army.mil

LRL-EDM

Michael Brooks

Michael.s.brooks@usace.army.mil

LRL-CDR

Sheryll Impellizzeri, PE

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

USARC-ARIMD Engineering Branch / SAIN Engineering

USAR National Roofing Program REM

Phone: 843.813.2423

W912QR26R1C3V_NRP10-0000

mailto:Robert.m.graff@usace.army.mil 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

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Version CERTIFIED FINAL

Email: justin.reeder@saineng.com

81st RD

William (Bill) Fogarty

81 Wildcat Way

Fort Jackson, SC 29207

Phone: 803-351-0977

Email: William.c.fogarty.civ@army.mil

Fort Campbell Area Office

Abraham Goodwin

3709 Polk Rd, Suite B

Fort Campbell, KY 42223

Phone: 270-798-3662

Email: Abraham.M.Goodwin@usace.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. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Building Occupants

3.2.3. NOT USED

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

3.2.7. NOT USED

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

3.3. DOCUMENTATION

3.3.1. NOT USED

W912QR26R1C3V_NRP10-0000

mailto:justin.reeder@saineng.com mailto:William.c.fogarty.civ@army.mil mailto:Abraham.M.Goodwin@usace.army.mil

3.3.2. NOT USED

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. No work shall occur on Federal Holidays.

3.5.3. No Work shall occur on drill weekends.

3.5.4. 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.

3.5.5. 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. OSHA approved guardrails to be installed at roof edge for NC106

USAFRC Section 1, which is located at Project North in the Roof

Assessment Report and approximately 120’.

6.2. Contractor to remove all equipment rails and replace with curbs on USAFRC Section 1.

6.3. Contractor to remove and replace roof access hatch and provide fully lined and insulated curb on USAFRC Section 1.

6.4. All equipment sleepers to be replaced with box curbs for mounting equipment.

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Approximately 1,831 LF of deteriorated joint sealant and backer rod to be replaced around the OMS.

7.2. DOR shall visit the site three times during the construction phase. One of these visits shall be during the final inspection.

7.3. Contractor to provide anodized aluminum for all fascia, drip edges, coping, downspouts, gutters, scuppers, flashing, and conductor heads.

7.4. Contractor to upgrade existing scuppers as necessary to ensure compliance with DOD minimum sizing and drainage requirements.

7.5. Contractor to install secondary, overflow drainage for all existing scuppers.

7.6. Contractor to install diversion crickets on upslope side of all rectangular penetrations or curbs larger than 24-inches.

7.7. Contractor to replace all exposed fasteners for NC106 Storage.

7.8. Contractor to apply Mesh Reinforced Elastomeric Coating (MREC) for NC106 Storage.

7.9. Contractor to replace damaged rake section for NC106 Storage and identified in Attachment C.

7.10. Contractor to pressure wash building façades at end of project for all facilities in this project.

7.11. Contractor to raise parapet wall where necessary to ensure minimum 8” flashing height.

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

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 the latest version UFC 3-110-03

Roofing. Existing roof access ladders will be replaced with OSHA-compliant and ATFP Security Upgrade compliant ladders. Where there are no existing roof access stairs or ladders, the Contractor shall install

OSHA-compliant and ATFP Security upgrade compliant exterior ladders from the ground to the roof on all facilities, which includes single-story facilities, and between roof sections to allow access to all sections. Ladder security shall comply with UFC 4-026-01 and UFGS 05

51 33. The requirement for new ladders replaces Section 01 11 00

Paragraph 14 requirement for ladder brackets. Contractors shall install new splash blocks at all downspout terminations.

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 three-ply systems.

Building RFID Section(s) New Roof System

NC106 USAFRC 1-2 Class 4

SBS-Modified Bitumen

NC106 OMS 1-3 Class 4

SBS-Modified Bitumen

NC106 Storage 1 MREC Finish

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 10% damaged decking and 50% wood nailers.

--End of Section --

Attachment A

Site Location NC106 - Wilmington, NC

SITE LOCATION - MACRO

NC106

SITE LOCATION - MICRO

NC106

OMS BUILDING

STORAGE BUILDING

USARC BUILDING

Attachment B

Building Layout Plans NC106 - Wilmington, NC

R

R R

R R

R R

R R

R R

R

1'

-7

37'-6" 119'-10" 55'

26'

USARC - ROOF PLANA SCALE: 3/4"=10' 010 2010

3/4"=10'

USARC

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

NC106

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:

3623 CAROLINA BEACH ROAD

WILMINGTON, NC

23CHS-021

STRUCTURAL SLOPE

R RIDGE

ROOF LADDER

EQUIPMENT SUPPORT CURB

MECHANICAL CURB

ROOF HATCH

PRIMARY SCUPPER

PIPE PENETRATION

ROOF EDGE

PARAPET WALL

KEY

S

ROOF AREA INDICATORXX

S 1/4":12"

S 1/4":12"

S 1/4":12"

SCUPPER

SCUPPER WITH COLLECTOR HEAD

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

1 2

2 7

3 1

GENERAL NOTES:

1. SECTION 1 AND 2 DECK TYPE:

a. METAL DECK

STRUCTURAL SLOPE 1/4":12"

2. SECTION 1 EAVE HEIGHT: 16' - 6"

SECTION 2 EAVE HEIGHT: 26' - 6"

CURB PENETRATION SIZES

CURB SIZE (INCHES) QUANTITY

12 X 12 4

66 X 120 1

15 X 19 1

33 X 98

ROOF HATCH 1

6 X 70

SUPPORT CURB 10

'-2

'-1 1"

7'-8" 35'-4" 35'-8"

'-4

'-1

PLANA SCALE: 3/16" = 1'-0" 04 84

3/16" = 1'-0"

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:

STRUCTURAL SLOPE

R RIDGE

MECHANICAL CURB

PIPE PENETRATION

ROOF EDGE

PARAPET WALL

KEY

S

ROOF AREA INDICATORXX

US ARMY RESERVE

NC106

ROOF ASSESSMENT

3623 CAROLINA BEACH ROAD

WILMINGTON, NC

23CHS-021

SCUPPER

S 1/4":12"

S 1/4":12"

S 1/4":12"

S 1/

4" :1

2"

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

1 1

2 2

3 5

4 6

GENERAL NOTES:

1. SECTION 1, 2 AND 3 DECK TYPE:

a. METAL DECK

STRUCTURAL SLOPE 1/4":12"

2. SECTION 1 EAVE HEIGHT: 16' - 0"

SECTION 2 EAVE HEIGHT: 19' - 0"

SECTION 3 EAVE HEIGHT: 16' - 0"

CURB PENETRATION SIZES

CURB SIZE (INCHES) QUANTITY

31 X 31 1

R R R R RR R

46'

DS DS

DSDS

STORAGE - ROOF PLANA SCALE: 1/4" = 1'-0" 04 84

1/4" = 1'-0"

STORAGE

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-003

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

STRUCTURAL SLOPE

R RIDGE

ROOF EDGE

GUTTER EDGE

KEY

S

DS

ROOF AREA INDICATORXX

US ARMY RESERVE

NC106

ROOF ASSESSMENT

3623 CAROLINA BEACH ROAD

WILMINGTON, NC

23CHS-021

S 3"

:1 2"

S 3"

:1 2"

Attachment C

Site Inspection Report 23 June 2026

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. OMS BUILDING SITE OVERVIEW

VI. OMS BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

VII. OMS BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

VIII. OMS BUILDING SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

IX. STORAGE BUILDING SITE OVERVIEW

X. STORAGE BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

XI. ROOF PLANS

A. USAFRC BUILDING

B. OMS BUILDING

C. STORAGE BUILDING

NC106 OVERALL MAP

USAFRC BUILDING

OMS BUILDING

STORAGE BUILDING

NC106-OMS

3623 Carolina Beach Road Wilmington, NC 28412

Site Overview

Total Sections: 3 Total Sq Ft: 6,130 Map Name Sq Ft Est Install

1 Section 1 2,393 2011 2 Section 2 3,500 2011 3 Section 3 237 2011

Wilmington, NC 28412

Section 1

05/27/2026

Composition Section:

Size:

Inspection Date:

Inspector: David Wadford

White EPDM Single Ply Membrane

Metal Decking

Wilmington, NC 28412

Section 1

05/27/2026

Observations Section:

Size:

Inspection Date:

Inspector: David Wadford

Overview Overview

Electrical Panels Electrical Panels

Wilmington, NC 28412

Observations (continued) Section 1

05/27/2026

Section:

Size:

Inspection Date:

Inspector: David Wadford

Electrical Panels Electrical Panels

Wilmington, NC 28412

Section 1

05/27/2026

Deficiencies Section:

Size:

Inspection Date:

Inspector: David Wadford

Single Ply - Sealant Deterioration at Pipe Penetration (Remedial) Quantity: 5 EA Deficiency:

Sealant has reached the end of its service life where installed at flashing termination of penetration.

Corrective Action:

Contractor to remove old sealant from penetration, clean surface, and install new sealant approved by manufacturer.

Single Ply - Embrittlement (Remedial) Quantity: 9 Sq Ft Deficiency:

Membrane has lost it's flexibility and is easily cracked or damaged from traffic and expansion/contraction.

Corrective Action:

Repairs to embrittled membranes are not practical. Replacement is recommended.

Wilmington, NC 28412

Deficiencies (continued) Section 1

05/27/2026

Section:

Size:

Inspection Date:

Inspector: David Wadford

Single Ply - EPDM - Seam Delamination (Remedial) Quantity: 5 LF Deficiency:

EPDM field seams are delaminating due age and shrinkage of the membrane.

Corrective Action:

Seams can be cleaned and stripped in using flashing tape. If delamination or shrinkage of membrane is significant replacement of roof system may be warranted.

Exterior Envelope - Sealant Deterioration Significant (Remedial) Quantity: 1831 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.

Wilmington, NC 28412

Deficiencies (continued) Section 1

05/27/2026

Section:

Size:

Inspection Date:

Inspector: David Wadford

Drainage - No Dedicated Secondary Overflow (Remedial) Quantity: 2 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.

Single Ply - Membrane Chalking (Remedial) Quantity: 2393 Sq Ft Deficiency:

Membrane is deteriorating and surface show signs of moderate chalking indicative of age and UV exposure.

Corrective Action:

Roof to be monitored and budgeted for replacement when warranty is no longer in effect .

Wilmington, NC 28412

Section 1

05/27/2026

Summary Section:

Size:

Inspection Date:

Inspector: David Wadford

Condition Summary Estimated Replacement: 2027

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 or around 2011. Roof is a white EPDM single ply roof system over insulation installed over a metal deck. Roof was original to construction and is under warranty until 2031 as noted by paperwork found onsite.

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

The overall condition of the white EPDM single ply membrane system is fair condition, and it is recommended that deficiencies in this report be repaired to extend the serviceable life of system. Replacement should be when the warranty expires.

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

Wilmington, NC 28412

Section 1

05/27/2026

Summary Section:

Size:

Inspection Date:

Inspector: David Wadford

Qty

5 EA

9 Sq Ft

5 LF

1831 LF

2 EA

2393 Sq Ft 2,393 Sq Ft

1 - Section 1 (2,393 Sq Ft ) Deficiency Sealant Deterioration at Pipe ...

Embrittlement EPDM-Seam Delamination Sealant Deterioration Signific...

No Dedicated Secondary Overflo...

Membrane Chalking Full Replacement

Wilmington, NC 28412

Section 2

05/27/2026

Composition Section:

Size:

Inspection Date:

Inspector: David Wadford

White EPDM Single Ply Membrane

Metal Decking

Wilmington, NC 28412

Section 2

05/27/2026

Observations Section:

Size:

Inspection Date:

Inspector: David Wadford

Overview Overview

Wilmington, NC 28412

Section 2

05/27/2026

Deficiencies Section:

Size:

Inspection Date:

Inspector: David Wadford

Drainage - No Dedicated Secondary Overflow (Remedial) Quantity: 2 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.

Penetration - Sealant Deterioration at Pipe Penetration (Remedial) Quantity: 7 EA Deficiency:

Sealant has reached the end of its service life where installed at flashing termination of penetration.

Corrective Action:

Contractor to remove old sealant from penetration, clean surface, and install new sealant approved by manufacturer.

Wilmington, NC 28412

Deficiencies (continued) Section 2

05/27/2026

Section:

Size:

Inspection Date:

Inspector: David Wadford

Single Ply - Membrane Chalking (Remedial) Quantity: 3500 Sq Ft Deficiency:

Membrane is deteriorating and surface show signs of moderate chalking indicative of age and UV exposure.

Corrective Action:

Roof to be monitored and budgeted for replacement within the year.

Coping - Fastener Backing Out (Remedial) Quantity: 6 EA Deficiency:

Fastener is backing out. Typical causes include thermal expansion/ contraction, loss of rubber washer, or corrosion.

Corrective Action:

Fastener(s) should be replaced with a new fastener, one size larger, installed per industry standards to ensure a water tight seal.

Wilmington, NC 28412

Section 2

05/27/2026

Summary Section:

Size:

Inspection Date:

Inspector: David Wadford

Condition Summary Estimated Replacement: 2031

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 or around 2011. Roof is a white EPDM single ply roof system over insulation installed over a metal deck. Roof was original to construction and is under warranty until 2031 as noted by paperwork found onsite.

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

The overall condition of the white EPDM single ply membrane system is fair condition, and it is recommended that deficiencies in this report be repaired to extend the serviceable life of system. Replacement should be when the warranty expires.

Wilmington, NC 28412

Section 2

05/27/2026

Summary Section:

Size:

Inspection Date:

Inspector: David Wadford

Qty

2 EA

7 EA

3500 Sq Ft

6 EA

3,500 Sq Ft

2 - Section 2 (3,500 Sq Ft ) Deficiency No Dedicated Secondary Overflo...

Sealant Deterioration at Pipe ...

Membrane Chalking Fastener Backing Out Full Replacement

Wilmington, NC 28412

Section 3

05/27/2026

Composition Section:

Size:

Inspection Date:

Inspector: David Wadford

White EPDM Single Ply Membrane

Metal Decking

Wilmington, NC 28412

Section 3

05/27/2026

Observations Section:

Size:

Inspection Date:

Inspector: David Wadford

Overview Overview

Wilmington, NC 28412

Section 3

05/27/2026

Deficiencies Section:

Size:

Inspection Date:

Inspector: David Wadford

Coping - Fastener Backing Out (Remedial) Quantity: 2 EA Deficiency:

Fastener is backing out. Typical causes include thermal expansion/ contraction, loss of rubber washer, or corrosion.

Corrective Action:

Fastener(s) should be replaced with a new fastener, one size larger, installed per industry standards to ensure a water tight seal.

Single Ply - Sealant Deterioration at Pipe Penetration (Remedial) Quantity: 1 EA Deficiency:

Sealant has reached the end of its service life where installed at flashing termination of penetration.

Corrective Action:

Contractor to remove old sealant from penetration, clean surface, and install new sealant approved by manufacturer.

Wilmington, NC 28412

Deficiencies (continued) Section 3

05/27/2026

Section:

Size:

Inspection Date:

Inspector: David Wadford

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.

Wilmington, NC 28412

Section 3

05/27/2026

Summary Section:

Size:

Inspection Date:

Inspector: David Wadford

Condition Summary Estimated Replacement: 2031

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 or around 2011. Roof is a white EPDM single ply roof system over insulation installed over a metal deck. Roof was original to construction and is under warranty until 2031 as noted by paperwork found onsite.

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

The overall condition of the white EPDM single ply membrane system is fair condition, and it is recommended that deficiencies in this report be repaired to extend the serviceable life of system. Replacement should be when the warranty expires.

Wilmington, NC 28412

Section 3

05/27/2026

Summary Section:

Size:

Inspection Date:

Inspector: David Wadford

Qty

2 EA

1 EA

1 EA

237 Sq Ft

3 - Section 3 (237 Sq Ft ) Deficiency Fastener Backing Out Sealant Deterioration at Pipe ...

No Dedicated Secondary Overflo...

Full Replacement

Wilmington, NC 28412

Qty

5 EA

9 Sq Ft

5 LF

1831 LF

2 EA

2393 Sq Ft 2,393 Sq Ft

Qty

2 EA

7 EA

3500 Sq Ft

6 EA

3,500 Sq Ft

Qty

2 EA

1 EA

1 EA

237 Sq Ft

Budget Matrix

NC106-OMS

Wilmington, NC 6130Sq Ft

1 - Section 1 (2,393 Sq Ft) Projected Replacement: 2027 Deficiency Sealant Deterioration at Pipe ...

Embrittlement EPDM-Seam Delamination Sealant Deterioration Signific...

No Dedicated Secondary Overflo...

Membrane Chalking Full Replacement

2 - Section 2 (3,500 Sq Ft) Projected Replacement: 2031 Deficiency No Dedicated Secondary Overflo...

Sealant Deterioration at Pipe ...

Membrane Chalking Fastener Backing Out Full Replacement

3 - Section 3 (237 Sq Ft) Projected Replacement: 2031 Deficiency Fastener Backing Out Sealant Deterioration at Pipe ...

No Dedicated Secondary Overflo... Full Replacement

NC106-Storage

Wilmington, NC 28412

Site Overview

Total Sections: 1 Total Sq Ft: 1,707 Map Name Sq Ft Est Install

1 Section 1 1,707 2011

Wilmington, NC 28412

Section 1

05/27/2026

Composition Section:

Size:

Inspection Date:

Inspector: David Wadford

Double Lock Standing Seam Metal Roof Panel Access to inside of building was not provided for underdeck observation.

Wilmington, NC 28412

Section 1

05/27/2026

Observations Section:

Size:

Inspection Date:

Inspector: David Wadford

Overview Overview

Wilmington, NC 28412

Section 1

05/27/2026

Deficiencies Section:

Size:

Inspection Date:

Inspector: David Wadford

Drainage - Damaged Gutter (Remedial) Quantity: 3 LF Deficiency:

Damaged gutter observed. This may be caused by impact or wind.

Rake is also damaged where if connects to gutter.

Corrective Action:

Replace damaged gutter/rake section(s) per industry standards.

Drainage - Debris in Gutter (Remedial) Quantity: 15 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.

Wilmington, NC 28412

Section 1

05/27/2026

Summary Section:

Size:

Inspection Date:

Inspector: David Wadford

Condition Summary Estimated Replacement: 2035

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 in or around 2011. The roof is a double lock standing seam metal roof panel over unknown substrate. The roof system is original to building construction and is approximately 15 years old.

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

The overall condition of the single lock standing seam metal roof system is fair, and we recommend making repairs noted in this report to extend the life cycle of this roof system.

No sealants were noted at the exterior of the building.

Wilmington, NC 28412

Section 1

05/27/2026

Summary Section:

Size:

Inspection Date:

Inspector: David Wadford

Qty

3 LF

15 LF

1 - Section 1 (1,707 Sq Ft ) Deficiency Damaged Gutter Debris in Gutter

Wilmington, NC 28412

Budget Matrix NC106-Storage Wilmington, NC 1707Sq Ft

Qty

3 LF

15 LF

1 - Section 1 (1,707 Sq Ft) Projected Replacement: 2035 Deficiency Damaged Gutter Debris in Gutter