AMDT 0002 - Project 6 SC013 and SC048 - Signed.pdf

PDF 8 MB Posted Aug 19, 2025

Attached to: Construction Services for the FY25 National Roofing Program (NRP) Project #6 - SC013 and SC048 Columbia and North Charleston, SC
Solicitation number: W912QR-50297498
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Aug 19, 2025

This document is an Amendment 0002 to a Design-Build Multiple Award Task Order Contract (MATOC) for the U.S. Army Reserves National Roofing Program (NRP) at the SC013 location in Columbia, SC. The amendment covers roof replacement for a U.S. Army Reserve Center with seven building sections totaling approximately 63,330 square feet, primarily featuring 16" single lock standing seam metal roofing and one section with a TPO single-ply membrane. The project requires a comprehensive design and construction approach, including complete roof system replacement, deck inspection and potential replacement up to 15%, and installation of a new PVC roofing system with a minimum R-30 insulation value.

Key technical requirements include fully adhered single-ply roofing, replacement of all skylights with curb-mounted units meeting specific performance standards, modification of all penetrations to achieve 8-inch flashing height, and replacement of metal wall panels with a 20-year water-tightness warranty. The proposal is due on 22 August 2025 at 2:00 PM Eastern Time, to be submitted via email to Christopher.M.Jackson@usace.army.mil. The project is part of a broader Indefinite Delivery Indefinite Quantity (IDIQ) contract (Numbers W912QR24D0054 - W912QR24D0063) managed by the Louisville District, U.S. Army Corps of Engineers, specifically targeting roof repair and replacement for Army and Air Force Reserve facilities.

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File	Type	Posted
W912QR-50297498_NRP06-0001.pdf	PDF	Aug 6, 2025
AMDT 0001 - Project 6 SC013 and SC048 - Signed.pdf	PDF	Aug 6, 2025
W912QR-50297498_NRP06-0000.pdf	PDF	Jul 7, 2025
W912QR-50297498_NRP06.pdf	PDF	Jul 7, 2025

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REPLY TO

ATTENTION OF

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE.KENTUCKY 40201-0059

Contracting Division

AR6-Cram Company, Inc.

Brazos Roofing International of South Dakota Carmen Roofing Services, LLC Defense Roofing Solutions, LLC Reasor Roofing, LLC South Central Roofing, Inc.

Southwest Construction & Property Management, Inc.

Sustainable Building Solutions, LLC Tabcon, Inc.

Tri-Coast-Pac Tech N LLLP

Dear MA TOC Contractors:

15 August 2025

Reference is made to your Indefinite Delivery Contracts, Numbers W912QR24D0054 - W912QR24D0063, Indefinite Delivery Indefinite Quantity (IDIQ), Design-Build Multiple Award Task Order Contract (MATOC) for Building Envelope, Roof Repair and Replacement Construction in Support of the U.S. Army Reserves National Roofing Program (NRP), Army, and Air Force Reserve Sections.

Amendment 0002 for solicitation number W912QR-50297498 for the National Roofing Program (NRP) Project #6 (South Carolina), is hereby issued and incorporates the following changes.

SUMMARY OF CHANGES

a. This Amendment shall be acknowledged with submitted Request for Proposal.

b. Specification Sections

1. 01 11 50.00 06-Task Order SCOPE OF WORK in its entirety

c. Proposal due date revised to 22 August 2025 at 2:00 PM Eastern Time.

d. All other terms and conditions remain unchanged.

Proposals are due no later than 2:00 PM ET on Friday, 22 August 2025. Submit your proposal by email to Christopher.M.Jackson@usace.army.mil. Proposals not received by the stated date/time will not be considered. Please acknowledge receipt of this RFP by signing below in the space provided and returning to Christopher Jackson via email at Christopher.M.Jackson@usace.army.mil.

FY25 NRR Project 06 - SC013, Columbia, SC P2 565479 14-Aug-25

SECTION 01 11 50.00 06

CERTIFIED FINAL

AMENDMENT 0002

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

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 SC013 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 SC013:

Building Section(s) Existing Roof System

USARC 1-3, 5-7 SSMR

USARC 4 TPO

OMS All 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 existing conditions 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 13000 Jackson BLVD Columbia, SC.

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. NOT USED

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, 19-Dec-24

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. The Designer of Record shall be a Registered Roof Consultant

(RRC) and shall be a Registered Architect or Professional Engineer 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 and as-built drawings will be limited to CAD files.

2.2.3 Design Submittal Requirement

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 NOT USED

2.2.2. Design Milestone Schedule

Notice to Proceed (NTP) Day 0 Design Quality Control Plan (DQCP) NTP + 14 Days

Design Kick-off (on site) NTP + 40 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 Timothy M. McClellan, P.E., RRC Timothy.m.mcclellan@usace.army.mil LRL-ED-MA Room 414 600 Doctor Martin Luther King Junior Place Louisville, KY 40202

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 USARC-ARIMD Engineering Branch / SAIN Engineering USAR National Roofing Program REM Phone: 843.813.2423 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

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.

mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil mailto:justin.reeder@saineng.com mailto:William.c.fogarty.civ@army.mil

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. Base Fire Department

c. Base Security/Police

d. Base Civil Engineer

e. 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

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. Replace all skylights with curb mounted skylights that meet the below requirements:

6.1.1. 20 Year warranty

6.1.2. Energy Star rated

6.1.3. Wind uplift resistant per current ASCE requirements

6.1.4. UL Class B fire rated

6.1.5. OSHA fall protection approved

6.1.6. NFRC Approved - thermal performance

6.1.7. FM Class 4 "Large Hail" tested

6.2. Replace roof hatch on USARC Section 4

6.3. All penetrations shall be modified as necessary to achieve 8 inches of flashing height above new roof surface.

6.4. All penetrations greater than 20 inches shall receive crickets on the upslope side.

7. ARCHITECTURAL / BUIDLING ENVELOPE

7.1. Exterior envelope sealant noted in Attachment C shall be replaced.

7.2. Trees overlapping building shall be trimmed to 5 foot back from edge of building.

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

AMMENDMENT 0001 ******************************************************

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 existing contractor shall install roof access ladders from the ground to roof and between roof sections to allow access to all sections. Contractor shall install elevated walkways between all ladders and to all serviceable equipment not located on the USARC building section 4 Contractors shall install new splash blocks at all downspout terminations.

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

The existing roofing system shall be removed down to the deck. A new PVC roofing system shall be designed and installed. All existing metal wall panels shall be replaced with new metal wall panels system that is compatible with new roofing system and new system shall have 20 year water tightness warranty. Minimum R-value for roof system is R-30.

Roofs with slope greater than 1:12 shall include a PVC simulated rib spaced at no more than 24 inches on center. Single ply roofing systems shall be fully adhered. Mechanically adhered single ply systems are not allowed.

14.1. NOT USED

14.2 ROOF DECK REPAIR

Inspect the roof deck carefully. All tectum decking with water damage shall be replaced. Assume replacement up to 15% decking and all wood nailers.

Charrette report shall include summary of decking inspection report with noted locations for decking replacement.

****************************************************** AMMENDMENT 0001

--End of Section --

Attachment A

Site Location

SC013

Site Location

1 mi

N Image Landsat / Copernicus

Image Landsat / Copernicus

NRP FY25 Project 6

SCO013

Section 01 11 50

Attachment B

Building Layout Plans

SECTION 01 11 50 Attachement B

CERTIFIED FINAL - AMENDMENT 0002

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SECTION 01 11 50 Attachement B

CERTIFIED FINAL - AMENDMENT 0002

FY25 NRP Project 6 -SC013, Columbia, SC

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SECTION 01 11 50 Attachement B

CERTIFIED FINAL - AMENDMENT 0002

FY25 NRP Project 6 -SC013, Columbia, SC

Attachment C

Site Inspection Report 19 December 2025

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, 0

13000 JACKSON BOULEVARD

COLUMBIA, SOUTH CAROLINA 2920

DECEMBER 19, 2024

REI PROJECT NO. 23CHS-020

ENGINEERS

Relationships I Expertise I Integrity™

4995 Lacross Road I Su ite 1325 North Charleston, SC 29406

I I I I I I

US Army Corps of Engineers®

SC 13

reiengineers.com 843 .225.6272

FY25 NRP Project 6 - SC013, Columbia, SC

SECTION 01 11 50 Attachment C

SC013

ROOF ASSESSMENT REPORT

TABLE OF CONTENTS

I. OVERALL MAP

II. USARC BUILDING SITE OVERVIEW

III. USARC BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

IV. USARC BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

V. USARC BUILDING SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

VI. USARC BUILDING SECTION 4

A. SECTION 4 COMPOSITION

B. SECTION 4 OBSERVATION

C. SECTION 4 DEFICIENCIES

D. SECTION 4 SUMMARY

VII. USARC BUILDING SECTION 5

A. SECTION 5 COMPOSITION

B. SECTION 5 OBSERVATION

C. SECTION 5 DEFICIENCIES

D. SECTION 5 SUMMARY

VIII. USARC BUILDING SECTION 6

A. SECTION 6 COMPOSITION

ENGINEERS

Relat ionships I Experti se I Integrity™

4995 Lacross Road I Suite 1325 North Charleston, SC 29406 reiengineers.com 843.225.6272

FY25 NRP Project 6 - SC013, Columbia, SC

B. SECTION 6 OBSERVATION

C. SECTION 6 DEFICIENCIES

D. SECTION 6 SUMMARY

IX. USARC BUILDING SECTION 7

A. SECTION 7 COMPOSITION

B. SECTION 7 OBSERVATION

C. SECTION 7 SUMMARY

X. OMS BUILDING SITE OVERVIEW

XI. OMS BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

XII. OMS BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

XIII. OMS BUILDING SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

XIV. OMS BUILDING SECTION 4

A. SECTION 4 COMPOSITION

B. SECTION 4 OBSERVATION

C. SECTION 4 DEFICIENCIES

D. SECTION 4 SUMMARY

XV. OMS BUILDING SECTION 5

A. SECTION 5 COMPOSITION

B. SECTION 5 OBSERVATION

C. SECTION 5 DEFICIENCIES

D. SECTION 5 SUMMARY

I ~=I I ENGINEERS

Relati onships I Experti se I Integ rity™

4995 Lacross Road I Suite 1325 North Charleston, SC 29406 reiengineers.com 843 .225.6272

FY25 NRP Project 6 - SC013, Columbia, SC

Site Overview

Total Sections: 7 Total Sq Ft: 63,330 Map Name

1 Section 1

2 Section 2

3 Section 3

4 Section 4

5 Section 5

6 Section 6

7 Section 7

Sq Ft

21 ,778

17,830

21,888

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Est Install

FY25 NRP Project 6 - SC013, Columbia, SC

Composition Section:

Size:

Inspection Date:

Inspector:

Section 1 21778

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

16" Single Lock Standing Seam Metal Roof

Cementitious Wood Fiber Plank Decking (Tectum)

FY25 NRP Project 6 - SC013, Columbia, SC

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 1 21778

12/17/2024 Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Observations (continued) Section: Section 1 Size: 21778

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

Overview

Overview Entrance Roof

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Observations (continued) Section: Section 1 Size: 21778

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

Electrical Room

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 1 21778

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Roofing - Previous Repair-Ridge Cap (Remedial) Quantity: 6 EA Deficiency:

Area of repair to existing roof was noted. Laps at ridge cap were coated.

Corrective Action:

Roof has had multiple repairs and due to these repairs and its history of water intrusion roof is in poor condition. Roof is at the end of its life cycle and should be scheduled for replacement. The site may also be a candidate for infill insulation and recovery using a Decor system to match the appearance of standing seam metal roof ribs.

Roofing - Previous Repair-Valleys (Remedial) Quantity: 72 LF Deficiency:

Area of repair to existing roof was noted. Valley's have been!!

encapsulated with coating. This repair is not recommended since it restricts drainage of residual moisture at ribs of panels.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 1 Size: 21778

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Roofing - Previous Repair-Penetrations (Remedial) Quantity: 4 EA Deficiency:

Area of repair to existing roof was noted. Pipe penetration flashings were coated. It was also noted that original flashings were not properly installed .

Corrective Action:

Roof has had multiple repairs and due to these repairs and its history of water intrusion roof is in poor conditionRoof is at the end of its life cycle and should be scheduled for replacement. The site may also be a candidate for infill insulation and recovery using a Decor system to match the appearance of standing seam metal roof ribs.

Base Flashing - Low Flashing Height Less than 8 inches (Remedial) Quantity: 36 LF Deficiency:

Wall panels and flashing are too low to allow for recovery project.

Corrective Action:

Panel and flashing may require modification if a recover is performed.

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 1 Size: 21778

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

Metal Wall Panels - Rusting/ Scratched (Remedial)

Quantity: 1 EA Deficiency:

Scratches/ rust present.

Corrective Action:

Roof is at the end of its life cycle and should be scheduled for replacement. The site may also be a candidate for infill insulation and recovery using a Decor system to match the appearance of standing seam metal roof ribs.

Exterior Envelope - Sealant Deterioration Significant

(Remedial)

Quantity: 2321 LF Deficiency:

Sealant is deteriorated to the point of failure and no longer provides a watertight condition. This includes windows doors, construction joints, louvers and miscellaneous penetrations. This does not include wet sealing of windows.

Corrective Action:

Remove existing sealant and backer rod. Replace with new per industry standard.

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1 21778

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

Condition Summary

Estimated Replacement: 2025

Recommendations

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

The building was constructed in approximately 1996. The roof is original to construction and is a 16" single lock standing seam metal panel. The roof has had multiple repairs and due to these repairs and its history of water intrusion the roof is in poor condition. The deck observed from below is a cementitious wood fiber plank decking (Tectum) this is seen throughout the building except for Sector 4 which is a metal deck. Per area accessed on Bldg #13100 it appears that existing roof system is SSMR over 2 Layers of 15# felt,½" Plywood Decking, and Poly-ISO Insulation. This should be confirmed on all sectors.

Associated sheet metal details were observed to be made from painted steel. No lightning protection was observed.

Access to the roof area is provided by a portable ladder from the ground and adjacent roof sectors ..

The roof is at the end of its life cycle and should be scheduled for replacement or recovery project using infill insulation and a Decor style PVC roof system.

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

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1 21778

12/17/2024 Thomas Henderson

1 - Section 1 (21,778 Sq Ft )

Deficiency

Previous Repair-Ridge Cap Previous Repair-Valleys Previous Repair-Penetrations Low Flashing Height Less than ...

Rusting/ Scratched Sealant Deterioration Signific ...

Full Replacement Total

Qty

6 EA

72 LF

4EA

36 LF

1 EA

2321 LF

21,778 Sq Ft

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

I _, FY25 NRP Project 6 - SC013, Columbia, SC

Composition Section:

Size:

Inspection Date:

Inspector:

Section 2

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

16" Single Lock Standing Seam Metal Roof

FY25 NRP Project 6 - SC013, Columbia, SC

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 2

12/17/2024 Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 2

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Metal Wall Panels - Rusting/ Scratched (Remedial) Quantity: 1 EA Deficiency:

Scratches/ rust present.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 2

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

Condition Summary

Estimated Replacement: 2025

Recommendations

Associated sheet metal details were observed to be made from painted steel. No lightning protection was observed.

Access to the roof area is provided by a portable ladder from the ground and adjacent roof sectors.

The roof is at the end of its life cycle and should be scheduled for replacement or recovery project using infill insulation and a Decor style PVC roof system.

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 2

12/17/2024 Thomas Henderson

2 - Section 2 (325 Sq Ft )

Deficiency

Rusting/ Scratched Full Replacement Total

Qty

1 EA

325 Sq Ft

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Composition Section:

Size:

Inspection Date:

Inspector:

Section 3 17830

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

16" Single Lock Standing Seam Metal Roof Cementitious Wood Fiber Plank Decking (Tectum)

FY25 NRP Project 6 - SC013, Columbia, SC

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 3 17830

12/17/2024 Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Observations (continued) Section: Section 3 Size: 17830

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 3 17830

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Roofing - Previous Repair-Penetrations (Remedial) Quantity: 3 EA Deficiency:

Area of repair to existing roof was noted. Pipe penetration flashings were coated. It was also noted that original flashings were not properly installed .

Corrective Action:

Roof has had multiple repairs and due to these repairs and its history of water intrusion roof is in poor condition . Roof is at the end of its life cycle and should be scheduled for replacement. The site may also be a candidate for infill insulation and recovery using a Decor system to match the appearance of standing seam metal roof ribs.

Sheet Metal Details - Open Joint/Lap (Remedial) Quantity: 11 EA Deficiency:

Joint or lap in sheet metal not sealed.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 3 Size: 17830

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Roofing - Previous Repair- Roof to Wall Transition (Remedial) Quantity: 50 LF Deficiency:

Area of repair to existing roof to wall transition .

Corrective Action:

Roof has had multiple repairs and due to these repairs and its history of water intrusion roof is in poor condition .Roof is at the end of its life cycle and should be scheduled for replacement. The site may also be a candidate for infill insulation and recovery using a Decor system to match the appearance of standing seam metal roof ribs.

Roofing - Previous Repair-Valley (Remedial) Quantity: 1 EA Deficiency:

Area of repair to existing roof was noted. Valleys have been encapsulated with coating. This repair is not recommended since it restricts drainage of residual moisture at ribs of panels. Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 3 Size: 17830

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Roofing - Previous Repair-Ridge (Remedial) Quantity: 9 EA Deficiency:

Area of repair to existing roof was noted.

Corrective Action:

Roof has had multiple repairs and due to these repairs and its history of water intrusion roof is in poor condition . Roof is at the end of its life cycle and should be scheduled for replacement. The site may also be a candidate for infill insulation and recovery using a Decor system to match the appearance of standing seam metal roof ribs.

Metal Roof Systems - Surface Rust Noted (Remedial) Quantity:

1 Sq Ft Deficiency:

Surface rust was noted on panel surfaces in several areas. If not addressed rust could continue to damage panel surface eventually allowing water intrusion to occur.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 3 Size: 17830

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

General - (Remedial) Quantity: 25 LF Deficiency:

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Trees adjacent to the roof area are overhanging roof and could cause damage or debris accumulation.

Corrective Action:

Roof to be monitored and kept free of debris.

Metal Wall Panels - Holes in Metal Panels (Remedial) Quantity: 1 EA Deficiency:

Holes present from from apparent damage.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 3 17830

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

Condition Summary

Estimated Replacement: 2025

Recommendations

Associated sheet metal details were observed to be made from painted steel. No lightning protection was observed.

Access to the roof area is provided by a portable ladder from the ground and adjacent roof sectors.

The roof is at the end of its life cycle and should be scheduled for replacement or recovery project using infill insulation and a Decor style PVC roof system.

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 3 17830

12/17/2024 Thomas Henderson

3 - Section 3 (17,830 Sq Ft)

Deficiency

Previous Repair-Penetrations Open Joint/Lap Previous Repair- Roof to Wall ...

Previous Repair-Valley Previous Repair-Ridge Surface Rust Noted Trees adjacent to the roof are ...

Holes in Metal Panels Full Replacement Total

Qty

3 EA

11 EA

50 LF

1 Sq Ft

9 EA

1 Sq Ft

25 LF

1 EA

17,830 Sq Ft

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Composition Section:

Size:

Inspection Date:

Inspector:

Section 4

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Single Py Membrane

FY25 NRP Project 6 - SC013, Columbia, SC

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 4

12/17/2024 Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 4

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Single Ply - Membrane Chalking (Remedial) Quantity: 45 Sq Ft Deficiency:

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

Corrective Action:

TPO single ply roof is in poor condition and is at the end of it's life cycle and should be budgeted for replacement within the year.

Single Ply - Low Flashing Height (Remedial) Quantity: 68 LF Deficiency:

Flashing height is below the 8" minimum required for proper flashing.

Corrective Action:

TPO single ply roof is in poor condition and is at the end of it's life cycle and should be budgeted for replacement within the year.

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 4 Size: 681

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Rooftop Equipment - Roof Hatch/Deteriorated (Remedial) Quantity: 1 EA Deficiency:

Roof hatch was observed to be original to construction . Rust is visible and handle/latch is in poor condition .

Corrective Action:

Option to replace or repair should be considered during repair or replacement of roof system

Single Ply - Open Flashing (Remedial) Quantity: 1 EA Deficiency:

Open flashings can be caused by membrane shrinkage, insufficient counterflashing or the simple aging and failure of the original

• flashing to remain adhered to the wall.

Corrective Action:

TPO single ply roof is in poor condition and is at the end of it's life cycle and should be budgeted for replacement within the year.

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 4

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

Condition Summary

Estimated Replacement: 2025

Recommendations

The building was constructed in or around 1996. The roof is a TPO single ply membrane over insulation on a metal deck. The current roof system is approximately 28 years. Associated sheet metal details were observed to be made of painted steel. Access to the roof area is provided by a portable ladder from the ground. Lightning protection was not observed.

TPO single ply roof is in poor condition and is at the end of it's life cycle and should be budgeted for replacement within the year.

FY25 NRP Project 6 - SC013, Columbia, SC r.Pr.l

Summary Section:

Size:

Inspection Date:

Inspector:

Section 4

12/17/2024 Thomas Henderson

4 - Section 4 (681 Sq Ft)

Deficiency

Membrane Chalking Low Flashing Height Roof Hatch/Deteriorated Open Flashing Full Replacement Total

Qty

45 Sq Ft

68 LF

1 EA

681 Sq Ft

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Composition Section:

Size:

Inspection Date:

Inspector:

Section 5

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

16" Single Lock Standing Seam Metal Roof Cementitious Wood Fiber Plank Decking (Tectum)

FY25 NRP Project 6 - SC013, Columbia, SC

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 5

12/17/2024 Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 5

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Penetration - Deteriorated Pipe Penetration Flashing (Remedial) Quantity: 1 EA Deficiency:

Pipe penetration flashing is deteriorated and at the end of its serviceable life. In some cases repairs have been made, these repairs should be considered as temporary at best.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Inspection Date:

Inspector:

Section 5

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

Condition Summary

Estimated Replacement: 2025

Recommendations

The building was constructed in approximately 1996. The roof is original to construction and is a 16" single lock standing seam metal panel. The roof has had multiple repairs and due to these repairs and its history of water intrusion the roof is in poor condition. The deck observed from below is a Cementitious wood fiber plank decking (Tectum) this is seen throughout the building except for Sector 4 which is a metal deck. Per area accessed on Bldg# 13100 it appears that existing roof system is SSMR over 2 Layers of 15# felt,½" Plywood Decking, and Poly-ISO Insulation. This should be confirmed on all sectors.

Associated sheet metal details were observed to be made from painted steel. No lightning protection was observed.

Access to the roof area is provided by a portable ladder from the ground and adjacent roof sectors.

The roof is at the end of its life cycle and should be scheduled for replacement orrecovery project using infill insulation and a Decor style PVC roof system.

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 5

12/17/2024 Thomas Henderson

5 - Section 5 (607 Sq Ft )

Deficiency

Deteriorated Pipe Penetration ...

Full Replacement Total

Qty

1 EA

607 Sq Ft

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Composition Section:

Size:

Inspection Date:

Inspector:

Section 6 21888

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

16" Single Lock Standing Seam Metal Roof Cementitious Wood Fiber Plank Decking (Tectum)

FY25 NRP Project 6 - SC013, Columbia, SC

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 6 21888

12/17/2024 Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Observations (continued) Section: Section 6 Size: 21888

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 6 21888

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Roofing - Previous Repair-Valley (Remedial) Quantity: 72 LF Deficiency:

Area of repair to existing roof was noted. Valleys have been encapsulated with coating. This repair is not recommended since it restricts drainage of residual moisture at ribs of panels.

Corrective Action:

Drainage - Gutter Holding Water (Remedial) Quantity: 15 LF Deficiency:

Gutter holding water can be caused by improper installation of gutter or debris stopping water from flowing to nearest downspout.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 6 Size: 21888

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Roofing - Previous Repair-Penetration (Remedial) Quantity: 3 EA Deficiency:

Area of repair to existing roof was noted. Pipe penetration flashings were coated. It was also noted that original flashings were not properly installed .

Corrective Action:

Roofing - Previous Repair-Ridge (Remedial) Quantity: 8 EA Deficiency:

Area of repair to existing roof was noted.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 6 Size: 21888

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Metal Roof Systems - Surface Rust Noted (Remedial) Quantity: 1 Sq Ft Deficiency:

Surface rust was noted on panel surfaces in several areas. If not addressed rust could continue to damage panel surface eventually allowing water intrusion to occur.

Corrective Action:

Sheet Metal Details - Fastener backing out (Remedial) Quantity: 4 EA Deficiency:

Fastener is backing out of coping.

Corrective Action:

FY25 NRP Project 6 - SC013, Columbia, SC

Deficiencies (continued) Section: Section 6 Size: 21888

Inspection Date: 12/17/2024 Inspector: Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

Base Flashing - Low Flashing Height Less than 8 inches (Remedial) Quantity: 12 EA Deficiency:

Wall panels and flashing are too low to allow for recovery project.

Corrective Action:

Panel and flashing may require modification if a recover is performed.

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 6 21888

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

Condition Summary

Estimated Replacement: 2025

Recommendations

The building was constructed in approximately 1996. The roof is original to construction and is a 16" single lock standing seam metal panel. The roof has had multiple repairs and due to these repairs and its history of water intrusion the roof is in poor condition. The deck observed from below is a wood fiber plank decking (Tectum) this is seen throughout the building except for Sector 4 which is a metal deck. Per area accessed on Bldg #13100 it appears that existing roof system is SSMR over 2 Layers of 15# felt,½" Plywood Decking, and Poly-ISO Insulation.

This should be confirmed on all sectors.

Associated sheet metal details were observed to be made from painted steel. No lightning protection was observed.

Access to the roof area is provided by a portable ladder from the ground and adjacent roof sectors.

The roof is at the end of its life cycle and should be scheduled for replacement or recovery project using infill insulation and a Decor style PVC roof system.

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 6 21888

12/17/2024 Thomas Henderson

6 - Section 6 (21,888 Sq Ft )

Deficiency

Previous Repair-Valley Gutter Holding Water Previous Repair-Penetration Previous Repair-Ridge Surface Rust Noted Fastener backing out Low Flashing Height Less than ...

Full Replacement Total

Qty

72 LF

15 LF

3 EA

8 EA

1 Sq Ft

4EA

12 EA

21,888 Sq Ft

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Composition Section:

Size:

Inspection Date:

Inspector:

Section 7

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

16" Single Lock Standing Seam Metal Roof Cementitious Wood Fiber Plank Decking (Tectum)

FY25 NRP Project 6 - SC013, Columbia, SC

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 7

12/17/2024 Thomas Henderson

Overview

SC013 - USARC Bldg. 13000 13000 Jackson Blvd.

Columbia, SC 29201

FY25 NRP Project 6 - SC013, Columbia, SC

Summary Section:

Size:

Inspection Date:

Inspector:

Section 7

12/17/2024 Thomas Henderson

SC013 - USARC Bldg. 13000

13000 Jackson Blvd.

Columbia, SC 29201

Condition Summary

Estimated Replacement: 2025

Recommendations

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 19, 2025.