Attachment 8 Bldg 1792 - CLIN 0004 Opt 3.pdf

STATEMENT OF WORK (SOW)

Roof Replacement – Building 1792

Federal Law Enforcement Training Center (FLETC) Charleston, South Carolina

CLIN 0004

07 Aug 2026

1.0 GENERAL REQUIREMENTS

1.1 Project Description

The Contractor shall provide all labor, supervision, management, materials, equipment, tools, transportation, permits, and incidentals necessary to perform a complete roof replacement and exterior CMU restoration for Building 1792 at the Federal Law Enforcement Training Center (FLETC), Charleston, South Carolina.

Building 1792 is an approximately 20-foot by 35-foot CMU (Concrete Masonry Unit) block structure with an existing wood-framed roof system. The purpose of this project is to restore the building to a structurally sound and weather-tight condition through replacement of deteriorated roof framing components, installation of a new roofing system, replacement of associated flashings and trim, and restoration of the exterior CMU surfaces.

The Contractor shall provide a complete and fully functional roofing system meeting all applicable building codes, manufacturer requirements, and industry standards.

2.0 APPLICABLE STANDARDS

The Contractor shall comply with the latest editions of all applicable codes and standards including, but not limited to:

a) EM 385-1-1, Safety and Health Requirements Manual

b) International Building Code (IBC)

c) International Existing Building Code (IEBC)

d) International Residential Code (IRC) where applicable for wood framing

e) National Roofing Contractors Association (NRCA) Roofing Manual

f) OSHA Regulations

g) South Carolina Building Codes

h) Manufacturer installation requirements

i) UFC requirements where applicable

3.0 SAFETY REQUIREMENTS

The Contractor shall comply with all requirements of EM 385-1-1 throughout the duration of the project.

At a minimum, the Contractor shall:

a) Prepare and maintain an Accident Prevention Plan (APP).

b) Conduct Activity Hazard Analyses (AHA) for all phases of work.

c) Provide competent persons for roofing operations.

d) Implement fall protection systems in accordance with EM 385-1-1.

e) Protect Government personnel and property throughout construction.

f) Maintain housekeeping to minimize hazards.

g) Secure work areas during and after construction.

4.0 SCOPE OF WORK

4.1 Existing Roof Demolition

The Contractor shall carefully demolish the existing roofing system as required to complete the work described herein.

Demolition shall include, but is not be limited to:

a) Existing roofing materials

b) Underlayment

c) Flashings

d) Fascia

e) Roof accessories as required

f) Deteriorated structural members identified during demolition

Materials not designated for reuse shall be legally disposed of off Government property.

The Contractor shall protect the building from weather exposure during demolition and construction activities.

4.2 Structural Roof Repairs

Following demolition, the Contractor shall inspect the entire roof framing system.

The Contractor shall remove and replace all deteriorated, rotten, damaged, missing, or structurally deficient wood components including, but not limited to:

a) Roof trusses

b) Rafters

c) Roof framing

d) Bracing

e) Blocking

f) Nailers

g) Roof sheathing supports

h) Fascia framing

i) Any additional framing necessary to restore structural integrity

Replacement materials shall be like-in-kind unless otherwise approved by the Government.

The completed roof framing shall provide a structurally sound substrate capable of supporting the new roofing system.

4.3 Roof Sheathing

The Contractor shall replace roof sheathing as necessary.

All new roof sheathing shall consist of:

a) Minimum 5/8-inch CDX exterior-grade plywood or approved equal.

Sheathing shall be securely fastened in accordance with current building code and manufacturer requirements.

Damaged or deteriorated sheathing discovered during construction shall be replaced regardless of whether specifically identified prior to demolition.

4.4 Pressure-Treated Wood

All perimeter wood components exposed to moisture or intended to receive roofing termination shall consist of pressure-treated lumber.

This shall include, but not be limited to:

a) Nailers

b) Fascia boards

c) Blocking

d) Structural perimeter members

e) Other wood members as required

Pressure-treated materials shall be compatible with all roofing components and fasteners.

4.5 Roofing System

The Contractor shall install a complete cold applied modified bit roofing system that is like-in-kind to the existing roofing assembly.

If installation of a new roofing system over the existing roof is determined by the Contractor to be structurally feasible, code-compliant, and consistent with manufacturer requirements, this option is acceptable to the Government.

Prior to utilizing an overlay installation, the Contractor shall verify:

a) Structural adequacy

b) Moisture conditions

c) Manufacturer warranty eligibility

d) Compliance with applicable building codes

The Government reserves the right to require complete removal if existing conditions warrant.

4.6 Vapor Barrier

The Contractor shall install a continuous vapor barrier beneath the roofing system.

Installation shall be in strict accordance with roofing manufacturer requirements to prevent moisture intrusion and condensation within the roof assembly.

4.7 Flashings

The Contractor shall remove and replace all existing metal flashings.

New flashings shall include all components necessary for a complete watertight roofing installation including, but not limited to:

a) Drip edge

b) Eave flashings

c) Rake flashings

d) Counter flashings

e) Step flashings

f) Penetration flashings

g) Transition flashings

h) Miscellaneous sheet metal

All flashings shall be fabricated from new materials matching the existing system.

4.8 Fascia

The Contractor shall install new fascia as required.

All fascia shall be completely clad with prefinished metal.

The Contractor shall provide manufacturer color samples to the Government.

Final color selection shall be made by the Government prior to fabrication.

5.0 EXTERIOR CMU RESTORATION

5.1 Surface Preparation

The Contractor shall pressure wash the entire exterior CMU building.

Surface preparation shall include removal of:

a) Dirt

b) Mildew

c) Loose paint

d) Dust

e) Biological growth

f) Efflorescence

g) Debris

h) Any contaminants that would prevent proper coating adhesion

Care shall be taken not to damage the existing CMU substrate.

5.2 Exterior Coating System

Following surface preparation, the Contractor shall apply an exterior masonry coating system.

Work shall include:

a) Application of manufacturer-recommended masonry primer.

b) Application of two (2) finish coats of exterior block filler coating specifically designed for CMU masonry.

All products shall be compatible and supplied by the same manufacturer.

Application shall strictly follow manufacturer recommendations regarding:

a) Surface preparation

b) Weather limitations

c) Dry film thickness

d) Cure times

e) Recoat intervals

The completed coating shall provide a uniform appearance free of:

a) Runs

b) Sags

c) Lap marks

d) Pinholes

e) Visible defects

6.0 QUALITY CONTROL

The Contractor shall maintain a quality control program throughout construction to ensure all work complies with contract requirements.

Deficient workmanship shall be corrected at no additional cost to the Government.

7.0 SUBMITTALS

The Contractor shall submit the following for Government review prior to construction:

a) Roofing product data

b) Roofing manufacturer installation instructions

c) Roofing warranty information

d) Flashing details

e) Metal fascia color selections

f) Vapor barrier product information

g) Wood framing material information

h) Exterior coating system product data

i) Primer product data

j) Accident Prevention Plan (APP)

k) Activity Hazard Analyses (AHA)

l) Construction schedule

A 35% design is not required for this project.

8.0 CLEANUP

The Contractor shall maintain the project site in a clean condition throughout construction.

Upon completion, the Contractor shall:

a) Remove all construction debris.

b) Remove unused materials.

c) Remove equipment and temporary protection.

d) Leave the site in a clean, safe, and operational condition.

9.0 WARRANTY

The Contractor shall provide:

a) A minimum one (1) year workmanship warranty on all completed work.

b) Manufacturer warranties for all roofing materials, coatings, flashings, and associated products.

Warranty periods shall begin upon Government acceptance of the completed project.

10.0 ACCEPTANCE

The project shall be considered complete upon:

a) Completion of all work identified within this Statement of Work.

b) Correction of all punch list items.

c) Submission of all warranties and closeout documentation.

d) Final inspection and written acceptance by the Government.

e) Delivery of a complete, weather-tight, structurally sound roof system and fully restored exterior

CMU finish.