AMDT 0001 - Project 6 SC013 and SC048 - Signed.pdf

PDF 7 MB Posted Aug 6, 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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File	Type	Posted
AMDT 0002 - Project 6 SC013 and SC048 - Signed.pdf	PDF	Aug 19, 2025
W912QR-50297498_NRP06-0001.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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DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE,KENTUCKY 40201-0059

REPLY T O

ATTENTION OF

Contracting Division 6 August 2025

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 JV LLLP

Dear MATOC Contractors:

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 0001 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. Proposal due date revised to 15 August 2025 at 2:00 PM Eastern Time.

c. Section 00010 – Price Breakout Schedule has been revised.

d. The following SPECIFICATION SECTIONS have been revised and replaced in their entirety:

SC013 Specification 01 11 50 SC048 Specification 01 11 50

e. All other terms and conditions remain unchanged.

Proposals are due no later than 2:00 PM ET on 15 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.

If you have contractual questions, please contact Christopher.M.Jackson@usace.army.mil. If an Offeror believes that the requirements in the RFP contain an error, omission, or are otherwise unsound; the offeror shall immediately notify the Contract Specialist in writing with supporting rationale. All Offerors is reminded that the Government reserves the right to award this RFP based on the initial proposals, as received, without discussion.

Sincerely, Jesse E. Scharlow Contracting Officer

ACKNOWLEDGEMENT OF AMENDMENT:

(Signature) (Date)

(Printed Name)

(Firm Name)

AMENDMENT 0001

SECTION 00010 - SOLICITATION CONTRACT FORM

SECTION 00010 – PRICE BREAKOUT SCHEDULE

PROJECT: The Scope of Work (SOW) is for the design and construction services required to repair failed or failing roofs in the United States Army Reserve Command (USARC) roofing inventory under the NRP FY25 Project 6

LOCATIONS:

PROPOSER’S NAME:

ITEM

NUMBER Description UNIT AMOUNT

BASE Work For SC013

0001 Construction: All work, materials, and labor JOB $___________ required to replace the roof at SC013 Building USARC

0002 Design: All work and labor required to JOB $___________ design the roof at SC013 Building USARC

0003 Construction: All work, materials, and labor JOB $___________ required to replace the roof at SC013 Building OMS

0004 Design: All work and labor required to design the roof at SC013 Building OMS JOB $___________

Work For SC048

0005 Construction: All work, materials, and labor JOB $___________ required to replace the roof at SC048 Building AMSA

0006 Design: All work and labor required to JOB $___________ design the roof at SC048 Building AMSA

0007 Construction: All work, materials, and labor JOB $___________ required to replace the roof at SC048 Building Storage Building 1

0008 Design: All work and labor required to design the roof at SC048 Building Storage Building 1 JOB $___________

FACILITY LOCATION

SC013 Columbia, SC SC048 North Charleston, SC

0009 Construction: All work, materials, and labor JOB $___________ required to replace the roof at SC048 Building Storage Building 2

0010 Design: All work and labor required to design the roof at SC048 Building Storage Building 2 JOB $___________

TOTAL PROJECT BASE PROPOSAL $

AMENDMENT 0001 **************************************************************

*****************************************************************AMENDMENT 0001

Provide the binding contract rates and hours included in job prices above for all base and option tasks.

Project Manager _______ hours x _______ = $___________

Superintendent _______ hours x _______ = $___________

CQC Manager _______ hours x _______ = $___________

Site Safety Health Officer _______ hours x _______ = $___________

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

NOTE NO. 2. Offerors must insert a price on all numbered items of the CLIN Schedule. Failure to do so may result in the offer being unacceptable.

NOTE NO. 3.

The Offeror’s Base Bid will be evaluated for best value to the Government. The basis for award is the trade-off process. In accordance with 52.217-5, the Government will evaluate offers for award purposes by price.

--END OF CLIN SCHEDULE—

FY25 NRR Project 06 SC013, Columbia, SC P2 565479 31-Mar-25

SECTION 01 11 50.00 06

Version CERTIFIED FINAL

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.

c. Construction facilities and job site standards.

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

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 --

FY22 NRR Project 06

SC048, North Charleston, SC

P2 565479

31-Mar-25

SECTION 01 11 50.00 06

Version CERTIFIED FINAL

SECTION

01 11 50.00 06

AMENDMENT 0001

1. PROJECT INFORMATION

1.1. GENERAL

SC048 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 SC048:

Building Section(s) Existing Roof System

AMSA 1-3 TPO over 2.5” polyiso with structurally sloped metal deck

Storage Building 1 1 TPO over structurally sloped metal deck.

Storage Building 2 1 TPO over structurally sloped metal deck.

AMSA 4 Not in contract

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

Task Order SCOPE OF WORK

P2 565479

31-Mar-25

SECTION 01 11 50.00 06

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 1050 Remount Road North Charleston, SC.

1.4. EXISTING SITE UTILITIES

1.5. NOT USED

1.6. NOT USED

1.7. ATTACHMENTS

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

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

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

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 + 41 Days

Charette Report (FIO no review) NTP + 60 Days

Final Submittal NTP + 120 Days

Final Plan in Hand Meeting (on-site) NTP + 139 Days

Corrected Final Submittal NTP + 152 Days

Certified Final Submittal NTP + 160 Days

2.3. REQUEST FOR PROPOSAL (RFP) INTENT

2.4. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

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

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. Insert any additional REQUIRED DESIGN PROFESSIONALS beyond RRC

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

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

2.12.2. GFM File Formats

GFM are provided only in PDF format.

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

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

Timothy M. McClellan, P.E., RRC

Timothy.m.mcclellan@usace.army.mil

LRL-ED-MA Room 414

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:

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

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

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

3.2. GENERAL INFORMATION

3.2.1. NOT USED

3.2.2. NOT USED

3.2.3. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Building Occupants

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

3.2.7. NOT USED

3.2.8. NOT USED

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

3.3. DOCUMENTATION

3.3.1. NOT USED

3.3.2. NOT USED

3.4. NOT USED

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:

4. NOT USED

5. NOT USED

6. EXTERIOR EQUIPMENT

6.1. Ladders between section on the AMSA building shall be replaced.

6.2. The roof hatch and associate ladder on the AMSA building shall be replaced.

7. ARCHITECTURAL / BUIDLING ENVELOPE

7.1. Exterior wall sealants noted in Attachment C as deteriorated shall be replaced.

7.2. Metal wall panel system with 20 year NDL warranty shall be designed and installed for walls between sections 1 and 2 and between sections 1 and 3 on AMSA building.

7.3. Metal coping cap shall be designed and installed over stone coping on all buildings. Color to be coordinated with existing building colors and approved by COR.

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

14. Roof System

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

Change 5, or the latest version available.

Contractors shall install new splash blocks at all downspout terminations.

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

AMSA 1-3 3 ply modified bitumen. System shall be a minimum R-

Storage Building 1 1 2-ply modified bitumen

Storage Building 2 1 2-ply modified bitumen

AMSA 4 Not in contract

--End of Section --

Attachment A

Site Location

SC048

Site Location

1 mi

N Image Landsat / Copernicus

Image Landsat / Copernicus

NRP FY25 Project 6

SCO048

Section 01 11 50

Attachment B

Building Layout Plans

R R R R R R R R R R R R R R R

OF OF

26'-6"

95'-1"

6'-6"

14'

20'

7' 98'-6"

16'-7"

40'-2"

107'-8"

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

SC048

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:

1050 REMOUNT RD.

NORTH CHARLESTON, SC 29406

232CHS-020

STRUCTURAL SLOPE

R RIDGE

ROOF LADDER

EQUIPMENT SUPPORT CURB

MECHANICAL CURB

OVERFLOW SCUPPER

PIPE PENETRATION

ROOF EDGE

PARAPET WALL

ROOF DRAIN

KEY

NOTE NO.#

ROOF AREA INDICATORXX08 168

1/8" = 1'-0"

AMSA ROOF PLANA SCALE: 1/8"=1'-0"

PIPE PENETRATION SIZES

PIPE SIZE (INCHES) QUANTITY

1 2

2 12

3 3

4 3

GOOSE NECK

GENERAL NOTES:

1. SECTIONS DECK TYPE:

a. SECTION 1 AND 2 METAL DECK

STRUCTURALLY SLOPED 1/2":12"

b. SECTION 3 METAL DECK

STRUCTURALLY SLOPED 1/2":12"

c. SECTION 4 METAL DECK

STRUCTURALLY SLOPED 1":12"

2. SECTION 1 EAVE HEIGHT: 27 FEET

SECTION 2 EAVE HEIGHT: 11 FEET

SECTION 3 EAVE HEIGHT: 18 FEET

SECTION 4 EAVE HEIGHT: 10 FEET

EQUIPMENT CURB SIZES

EQUIPMENT CURB

(INCHES) QUANTITY

15 X 15 2

16 X 16 6

19 X 19 3

20 X 20 1

23 X 23 1

25 X 25 1

31 X 32 1

32 X 33 2

36 X 36 2

41 X 25 1

42 X 42 3

ROOF HATCH

33 X 40

SUPPORT CURB

6 X 36

SUPPORT CURB

6 X 72

S 1/

2" :1

2" S

1/ 2"

:1 2"

S 1/2":12"

S 1"

:1 2"

R R R R R R R

OFOF

35'-8"

63'-8"

STRUCTURAL SLOPE

R RIDGE

OVERFLOW SCUPPER

ROOF EDGE

PARAPET WALL

ROOF DRAIN

KEY

NOTE NO.#

ROOF AREA INDICATORXX04 84

1/4" = 1'-0"

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

GENERAL NOTES:

1. SECTION 1 DECK TYPE:

a. METAL DECK

STRUCTURALLY SLOPED 1/2":12"

2. SECTION 1 EAVE HEIGHT: 19 FEET

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

SC048

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-002

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

1050 REMOUNT RD.

NORTH CHARLESTON, SC 29406

232CHS-020

1/ 2"

:1 2"

1/ 2"

OFOF

27'-5"

43'-8"

04 84 1/4" = 1'-0"

STORAGE BUILDING 2 ROOF PLANA SCALE: 1/8"=1'-0"

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

SC048

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-003

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

1050 REMOUNT RD.

NORTH CHARLESTON, SC 29406

232CHS-020

STRUCTURAL SLOPE

R RIDGE

OVERFLOW SCUPPER

ROOF EDGE

PARAPET WALL

ROOF DRAIN

KEY

NOTE NO.#

ROOF AREA INDICATORXX

GENERAL NOTES:

1. SECTION 1 DECK TYPE:

a. METAL DECK

STRUCTURALLY SLOPED 1/2":12"

2. SECTION 1 EAVE HEIGHT: 16 FEET

1/ 2"

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, SC048

1050 REMOUNT ROAD

NORTH CHARLESTON, SOUTH

CAROLINA 2940

DECEMBER 19, 2024

REI PROJECT NO. 23CHS-020

ENGINEERS

Relationships I Expertise I ln tegrityT"

4995 Lacross Road I Suite 1325 North Cha rl eston, SC 29406

US Army Corps of Engineers® r-eiengineers.com 843,225.6272

SC048

ROOF ASSESSMENT REPORT

TABLE OF CONTENTS

I. OVERALL MAP

II. AMSA BUILDING SITE OVERVIEW

III. AMSA BUILDING SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

IV. AMSA BUILDING SECTION 2

A. SECTION 2 COMPOSITION

B. SECTION 2 OBSERVATION

C. SECTION 2 DEFICIENCIES

D. SECTION 2 SUMMARY

V. AMSA BUILDING SECTION 3

A. SECTION 3 COMPOSITION

B. SECTION 3 OBSERVATION

C. SECTION 3 DEFICIENCIES

D. SECTION 3 SUMMARY

VI. AMSA BUILDING SECTION 4

A. SECTION 4 COMPOSITION

B. SECTION 4 OBSERVATION

C. SECTION 4 SUMMARY

VII. STORAGE BUILDING 1 SITE OVERVIEW

VIII. STORAGE BUILDING 1 SECTION 1

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

IX. STORAGE BUILDING 2 SITE OVERVIEW

X. STORAGE BUILDING 2 SECTION 1

ENGINEERS

Relationsh ips I Expertise I Integrity™

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

A. SECTION 1 COMPOSITION

B. SECTION 1 OBSERVATION

C. SECTION 1 DEFICIENCIES

D. SECTION 1 SUMMARY

I ~=I I ENGINEERS

Relationsh ips I Expertise I Integrity™

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

Site Overview

Total Sections: 4 Total Sq Ft: 14,925 Map Name

1 Section 1

2 Section 2

3 Section 3

4 Section 4

Sq Ft

7,938

2,470

4,306

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Est Install

Composition Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Single Ply Membrane

Test Cut #1 TPO Single Ply 2.5" Polyiso Insulation Metal Deck

Composition Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Structurally Sloped Metal Deck

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 1

11/27/2024 Daniel McQueen

Overview

SC048 - AMSA 121

1050 Remount Road

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Single Ply - Membrane Chalking (Remedial) Quantity: 6491 Sq Ft

• Deficiency:

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

Corrective Action:

Roof is at the end of its life cycle and should be budgeted for replacement within the year.

Roofing - Improper repairs (Remedial) Quantity: 1 EA Deficiency:

Repair attempt using incompatible materials or methods that likely did not correct the deficiency and are not consistent with industry standard. These type of repairs will likely void the manufacturer's warranty.

Corrective Action:

Roof is at the end of its life cycle and should be budgeted for replacement within the year.

Deficiencies (continued) Section: Section 1 Size: 7938

Inspection Date:

Inspector:

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Base Flashing - Low Flashing Height Less than 8 inches (Remedial) Quantity: 1 EA Deficiency:

Pipe penetrations, equipment curbs, parapet walls, etc. that don't meet or exceed the eight inch minimum flashing height do not comply with industry standards.

Corrective Action:

Eight inch minimum flashing height needs to be obtained to meet industry standards. This would be corrected during reroof project.

Drainage - Drain Dome & Clamping Ring Rusted (Remedial) Quantity: 2 EA Deficiency:

Drain dome and clamping ring are rusting.

Corrective Action:

Replace drain assembly with new.This would be addressed as part of reroofing project.

Deficiencies (continued) Section: Section 1 Size: 7938

Inspection Date:

Inspector:

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Exterior Envelope - Sealant Deterioration Significant (Remedial) Quantity: 2199 LF Deficiency:

Sealant is deteriorated to the point of failure and no longer provides

' a watertight condition.

Corrective Action:

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

I _I d they

The b The r the a the r.'Z"r.'I

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

Condition Summary Estimated Replacement: 2025

Recommendations

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

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

uilding was constructed in or around 1997. oof is a TPO single ply membrane over insulation on a metal deck. The current roof system is approximately 27 years old and it is not under a manufacturer's warranty. No active leaks were noted. Associated sheet metal details were observed to be made of painted steel. Access to roof area is provided by portable ladder from ground. Lightning protection was not observed. It was also noted that the ratio of primary to secondary drains is not 1: 1.

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.

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

r.Pr.'I

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

1 - Section 1 (7,938 Sq Ft ) Deficiency Membrane Chalking Improper repairs Low Flashing Height Less than ...

Drain Dome & Clamping Ring Rus ...

Sealant Deterioration Signific ...

Full Replacement Total

Qty 6491 Sq Ft

1 EA

2 EA

2199 LF

7,938 Sq Ft

SC048 - AMSA 121

Composition Section:

Size:

Inspection Date:

Inspector:

Section 2

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Single Ply Membrane

Test Cut #2 TPO Single Ply

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 2

11/27/2024 Daniel McQueen

Overview

SC048 - AMSA 121

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 2

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Coating - Deterioration (Remedial) Quantity: 1 EA Deficiency:

The elastomeric coating is deteriorated due to age, traffic, or pond ing water.

Corrective Action:

Roof is at the end of its life cycle and should be budgeted for replacement within the year.

General - Previous repair failure (Remedial) Quantity: 8 EA Deficiency:

Existing repair failing due to age or improper repair.

Corrective Action:

Deficiencies (continued) Section: Section 2 Size: 2470

Inspection Date:

Inspector:

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

General - Ponding Water (Remedial) Quantity: 6 EA Deficiency:

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

Corrective Action:

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

Outside of removing the existing insulation and starting with a new roof design, ponding water is difficult to correct.

the a the r.'Z"r.'I

Summary Section:

Size:

Inspection Date:

Inspector:

Section 2

11/27/2024 Daniel McQueen

Condition Summary Estimated Replacement: 2025

Recommendations

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

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

Summary Section:

Size:

Inspection Date:

Inspector:

Section 2

11/27/2024 Daniel McQueen

2 - Section 2 (2,470 Sq Ft } Deficiency Deterioration Previous repair failure Ponding Water Full Replacement Total

Qty

1 EA

8EA

6EA

2,470 Sq Ft

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Composition Section:

Size:

Inspection Date:

Inspector:

Section 3

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Single Ply Membrane

Composition Section:

Size:

Inspection Date:

Inspector:

Section 3

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Test Cut#3 TPO Single Ply

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 3

11/27/2024 Daniel McQueen

Overview

SC048 - AMSA 121

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 3

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Single Ply- Poor Repair (Remedial) Quantity: 2 EA Deficiency:

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

Corrective Action:

Roof is at the end of its life cycle and should be budgeted for replacement within the year.

Single Ply - Stains on Membrane (Remedial) Quantity: 400 Sq Ft Deficiency:

Single ply membrane is showing significant amount of deterioration.

Corrective Action:

Deficiencies (continued) Section: Section 3 Size: 4306

Inspection Date:

Inspector:

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

General - Debris (Remedial) Quantity: 9 Sq Ft Deficiency:

Collection of trash, dirt, or other debris on roof membrane.

Corrective Action:

Roof should be inspected for debris and cleaned regularly.

Drainage - Drain dome clogged (Remedial) Quantity: 5

Deficiency:

Drain dome clogged with debris.

Corrective Action:

Roof should be inspected for debris and cleaned regularly.

r.'Z"r.'I

Deficiencies (continued) Section: Section 3 Size: 4306

Inspection Date:

Inspector:

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

Penetration - Poor Flashing (Remedial) Quantity: 2 EA Deficiency:

Flashing has been installed incorrectly and most likely not waterproof.

Corrective Action:

the a the r.'Z"r.'I

Summary Section:

Size:

Inspection Date:

Inspector:

Section 3

11/27/2024 Daniel McQueen

Condition Summary Estimated Replacement: 2025

Recommendations

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

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

Estimated Replacement Costs: $128,577.00

Summary Section:

Size:

Inspection Date:

Inspector:

Section 3

11/27/2024 Daniel McQueen

3 - Section 3 (4,306 Sq Ft } Deficiency Poor Repair Stains on Membrane Debris Drain dome clogged Poor Flashing Full Replacement Total

Qty

2 EA

400 Sq Ft 9 Sq Ft

5 EA

2 EA

4,306 Sq Ft

SC048 - AMSA 121

Composition Section:

Size:

Inspection Date:

Inspector:

Section 4

11/27/2024 Daniel McQueen

SC048 - AMSA 121

1050 Remount Road

R-panel w/ Exposed Fasteners

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 4

11/27/2024 Daniel McQueen

Overview

SC048 - AMSA 121

The b The r The r r.'Z"r.'I

Summary Section:

Size:

Inspection Date:

Inspector:

Section 4

11/27/2024 Daniel McQueen

Condition Summary Estimated Replacement: 2036

Recommendations

SC048 - AMSA 121

1050 Remount Road N Charleston, SC 29404

uilding was constructed in or around 1997.

exposed fasteners.

Roof is in fair condition and should be monitored.

oof is an awning at entrance. oof is a R-Panel with

Site Overview

Total Sections: 1 Total Sq Ft: 1,232 Map Name

1 Section 1

Sq Ft

1,232

SC048 - AMSA 121 Storage 1050 Remount Road N Charleston, SC 29404

Est Install

Composition Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

SC048 - AMSA 121 Storage 1050 Remount Road N Charleston, SC 29404

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 1

11/27/2024 Daniel McQueen

Overview

SC048 - AMSA 121 Storage

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

SC048 - AMSA 121 Storage 1050 Remount Road N Charleston, SC 29404

General - Debris (Remedial) Quantity: 4 EA Deficiency:

Collection of trash, dirt or other debris on roof membrane.

Corrective Action:

Roof should be inspected for debris and cleaned regularly.

Single Ply - Poor Repair (Remedial) Quantity: 1 EA Deficiency:

A repair using dissimilar materials was noted.

Corrective Action:

Old repair patch should be removed and membrane cleaned and repaired using same materials as installed.

the a the r.'Z"r.'I

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

Condition Summary Estimated Replacement: 2025

Recommendations

SC048 - AMSA 121 Storage 1050 Remount Road N Charleston, SC 29404

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.

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

Estimated Sealant Replacement Costs: $576.00

Estimated Replacement Costs: $32,229.00

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

1 - Section 1 (1,232 Sq Ft }

Deficiency Debris Poor Repair Full Replacement Sealant Replacement Total

Qty

4 EA

1 EA

1,232 Sq Ft

48 LF

SC048 - AMSA 121 Storage

Site Overview

Total Sections: 1 Total Sq Ft: 2,268 Map Name

1 Section 1

Sq Ft

2,268

SC048 - AMSA 121 Storage 2 1050 Remount Road N Charleston, SC 29404

Est Install

Composition Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

SC048 - AMSA 121 Storage 2 1050 Remount Road N Charleston, SC 29404

Observations Section:

Size:

Inspection Date:

Inspector:

Overview

Section 1

11/27/2024 Daniel McQueen

Overview

SC048 - AMSA 121 Storage 2

Deficiencies Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

SC048 - AMSA 121 Storage 2 1050 Remount Road N Charleston, SC 29404

Drainage - Debris at Drain Strainer (Remedial) Quantity: 4 EA Deficiency:

Debris was observed with accumulating at drain strainers.

Corrective Action:

Remove debris from drains and roof area.

Single Ply - Stains on membrane (Remedial) Quantity: 2268 Sq Ft Deficiency:

Single ply membrane is showing significant signs of deterioration.

Corrective Action:

Roof system is at the end of it's life cycle and should be scheduled for replacement.

the a the r.'Z"r.'I

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

Condition Summary Estimated Replacement: 2025

Recommendations

SC048 - AMSA 121 Storage 2 1050 Remount Road N Charleston, SC 29404

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.

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

Sealant Replacement Costs: $ 1,008.00

Estimated Replacement Costs: $59,376.00

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1

11/27/2024 Daniel McQueen

1 - Section 1 (2,268 Sq Ft ) Deficiency Debris at Drain Strainer Stains on membrane Full Replacement Sealant Replacement Total

Qty

4 EA

2268 Sq Ft 2,268 Sq Ft

84 LF

SC048 - AMSA 121 Storage 2

01 11 50 00 06 Statement of Work NRP FY25 Proj 6 SC048 - Amendment 0001.pdf

FY25 NRP Proj 6 Attachment B SC048 Amend 0001.pdf

SC013 ASSESSMENT.pdf

Sheets and Views

SC013-Roof-A001

SC013-Roof-A002

SC048 ASSESSMENT DRAWING.pdf

Sheets and Views

SC048 ASSESSMENT DRAWING-A-001

SC048 ASSESSMENT DRAWING-A-002

SC048 ASSESSMENT DRAWING-A-003

	2025-08-06T08:16:03-0400
SCHARLOW.JESSE.E.1298182471

File details come from the government source that posted it. Updated Aug 6, 2025.