Statement_of_Work.pdf

Statement of Work (SOW) Project Title: Roof Replacement for Five Structures on Elliott Key

Location: Biscayne National Park, Elliott Key, Miami-Dade County, FL Prepared by: Miguel A Martinez

Date Prepared: 8/4/2025

1. Project Overview

The National Park Service (NPS) at Biscayne National Park intends to replace deteriorating and non-code-compliant roofing systems on five essential buildings located on Elliott Key. These facilities include critical infrastructure used by visitors and park personnel: the Maintenance Building, Water Treatment Plant, Generator Building, East Residence, and West Residence.

The existing Ondura corrugated asphalt roofing has exceeded its functional lifespan, resulting in brittleness, recurring leaks, and vulnerability to extreme weather events. The replacement with hurricane-rated 5V crimp metal panels will enhance safety, extend building longevity, and bring all roofing into compliance with Miami-Dade County codes and applicable Florida Building Code requirements.

2. Objectives

• Safely remove and dispose of all failing roofing and gutter systems.

• Furnish and install Miami-Dade code-compliant 5V crimp panel metal roofing and hurricane-rated gutter systems.

• Replace estimated quantities of damaged or deteriorated roof decking to establish a clear basis for contractor bidding.

• Repair and reinforce estimated structural reinforcement quantities to support a complete, code-compliant roofing system.

• Complete all work in compliance with applicable codes, permitting authorities, manufacturer requirements, and NPS safety and environmental standards.

3. Scope of Work

The Contractor shall provide all labor, supervision, materials, equipment, tools, transportation, permits, and incidentals necessary to complete a full roof replacement for all five (5) structures on Elliott Key in accordance with this Statement of Work.

• Mobilize personnel, materials, and equipment to Elliott Key. The Government will provide transportation of materials via a 44-foot barge with a 12,000-pound capacity. The Contractor shall coordinate delivery schedules with the COR.

• Remove all existing Ondura roofing, underlayment, flashing, fasteners, and deteriorated gutter systems.

• Legally dispose of all removed materials off-island.

• Inspect all exposed roof decking, sheathing, framing members, and structural components during demolition.

• Replace damaged, deteriorated, rotted, warped, delaminated, or non-functioning roof decking, sheathing, framing members, or structural wood components identified during demolition and inspection activities.

• Furnish and install hurricane-rated 5V crimp metal roofs, matching building aesthetics where appropriate.

• Install new flashing, strapping, hurricane clips, fasteners, gutters, and downspouts.

• Maintain a clean, safe worksite with limited disruption to staff, visitors, and park operations.

Roof decking replacement quantities identified within this Statement of Work are estimated quantities intended to establish a basis for bidding and contract pricing. Actual quantities may vary depending on concealed conditions discovered during demolition. Any quantities exceeding the estimated amounts identified in this contract shall require COR review and may be addressed through contract modification procedures.

4. Structures and Estimated Work Scope

Structure Approximate Roof Area Scope of Work Description

Maintenance Building Approx. 2,205 SF

Full removal of existing roofing and gutter systems; inspection and replacement of estimated damaged or deteriorated roof decking and structural wood; installation of new hurricane-rated 5V crimp metal roofing system, flashing, gutters, and downspouts;

structural reinforcement as specified in this SOW.

Water Treatment Plant Approx. 4,370 SF

Full removal of existing roofing and gutter systems; inspection and replacement of estimated damaged or deteriorated roof decking and structural wood; installation of new hurricane-rated 5V crimp metal roofing system, flashing, gutters, and downspouts;

structural reinforcement as specified in this SOW.

Generator Building Approx. 831 SF

Full removal of existing roofing and gutter systems; inspection and replacement of estimated damaged or deteriorated roof decking and structural wood; installation of new hurricane-rated 5V crimp metal roofing system, flashing, gutters, and downspouts;

structural reinforcement as specified in this SOW.

East Residence Approx. 2,000 SF

Full removal of existing roofing and gutter systems; inspection and replacement of estimated damaged or deteriorated roof decking and structural wood; installation of new hurricane-rated 5V crimp metal roofing system, flashing, gutters, and downspouts;

structural reinforcement as specified in this SOW.

West Residence Approx. 1,250 SF

Full removal of existing roofing and gutter systems; inspection and replacement of estimated damaged or deteriorated roof decking and structural wood; installation of new hurricane-rated 5V crimp metal roofing system, flashing, gutters, and downspouts;

structural reinforcement as specified in this SOW.

5. Estimated Structural and Decking Repairs The following estimated quantities are provided for bidding purposes only and represent the Government’s best estimate of anticipated repairs based on visual observations, facility age, exposure to harsh marine conditions, and known roof deterioration. The quantities are intended to provide a clear bid basis. Actual field conditions may require adjustment following removal of existing roofing materials.

5.1 Estimated Roof Decking Replacement

Structure Approximate Roof Area Estimated Roof Decking Replacement

Maintenance Building 2,205 SF Approx. 30% - 660 SF Water Treatment Plant 4,370 SF Approx. 25% - 1,093 SF Generator Building 831 SF Approx. 20% - 166 SF East Residence 2,000 SF Approx. 30% - 600 SF West Residence 1,250 SF Approx. 20% - 250 SF

5.2 Estimated Structural Reinforcement

For the purposes of this SOW, structural reinforcement may include sistering or replacement of deteriorated rafters, trusses, fascia boards, blocking, nailers, purlins, roof framing members, or related wood members necessary to support the new roofing system, provide a sound substrate, and comply with applicable code requirements.

Structure Estimated Structural Reinforcement Quantity Maintenance Building Approx. 200 LF framing reinforcement Water Treatment Plant Approx. 300 LF framing reinforcement Generator Building Approx. 75 LF framing reinforcement East Residence Approx. 150 LF framing reinforcement West Residence Approx. 100 LF framing reinforcement

5.3 Wood Material Requirements

• All replacement structural wood members, framing, blocking, nailers, and roof decking shall be pressure-treated where exposed or subject to moisture intrusion.

• All replacement wood shall be suitable for exterior and coastal applications.

• All materials shall meet applicable Florida Building Code and Miami-Dade County requirements.

• Replacement wood shall match existing dimensions unless otherwise approved by the COR.

• Materials shall be free from visible defects, excessive warping, rot, delamination, or other structural deficiencies.

• Roof decking shall consist of exterior-grade plywood or equivalent code-compliant sheathing material suitable for hurricane-prone coastal environments.

• Any concealed structural deficiencies identified beyond the estimated quantities in this SOW shall be documented by the Contractor and submitted to the COR for review prior to corrective action beyond established contract quantities.

6. Materials and Workmanship Standards

6.1 Solar-Ready Roofing Requirement

The roofing system shall be designed and installed to accommodate the future installation of photovoltaic solar panel systems. While this project does not include installation of solar panels, the Contractor shall ensure that the roofing system, structural framing, decking, and attachment methods are capable of supporting anticipated solar panel loads and mounting systems without requiring significant future modification.

• Structural capacity to support additional dead loads and uplift loads associated with future solar panel systems.

• Compatibility with standard solar mounting hardware and attachment systems.

• Installation methods that maintain roof warranty integrity when future penetrations or attachments are made.

• Coordination with industry best practices for solar-ready roofing systems in hurricane-prone regions.

6.2 Marine Environment Durability Requirement

All roofing materials, fasteners, connectors, coatings, and accessories shall be specifically selected and installed to withstand the harsh marine environment of Elliott Key, including exposure to salt air, high humidity, ultraviolet radiation, and wind-driven rain.

• All fasteners, clips, and metal components shall be corrosion-resistant, such as stainless steel or equivalent marine-grade materials.

• Roofing panels and accessories shall include factory-applied coatings designed for coastal or marine environments with enhanced corrosion resistance.

• Materials shall meet or exceed manufacturer recommendations for installation in coastal, high-salinity environments.

• Any dissimilar metals shall be isolated to prevent galvanic corrosion.

• Roofing must be Miami-Dade approved 5V crimp panel metal and hurricane-rated with minimum 150+ mph wind resistance.

• All installations must comply with manufacturer specifications and include a minimum 30-year manufacturer warranty and a minimum 2-year workmanship warranty. The Contractor shall correct any deficiencies identified during the warranty period at no additional cost to the Government.

7. Gutter and Downspout Quantities

The Contractor shall furnish and install new seamless gutter and downspout systems for all five structures.

Estimated gutter and downspout quantities are provided below for bidding purposes.

Structure Estimated Gutters Estimated Downspouts Maintenance Building 180 LF 6 EA Water Treatment Plant 260 LF 8 EA Generator Building 80 LF 2 EA East Residence 160 LF 4 EA West Residence 120 LF 4 EA

All gutters and downspouts shall be constructed of corrosion-resistant aluminum, galvanized steel, or equivalent marine-grade materials suitable for coastal environments. Gutter systems shall be installed with proper pitch and positive drainage to discharge water away from structures and foundations.

8. Site Access and Logistics

• Elliott Key is only accessible via water. The Government will provide transportation of materials to the island utilizing a 44-foot barge with a 12,000-pound capacity.

• Contractors remain responsible for personnel transport, small tools, equipment, loading and unloading labor, staging, securing, and all additional transport needs beyond Government-furnished barge support.

• Staging areas will be coordinated with the NPS COR.

• All mobilizations, deliveries, and heavy equipment operations must minimize environmental and visitor impact.

• The Contractor shall secure materials, tools, equipment, and partially completed work to prevent damage from wind, weather, theft, or visitor interference.

9. Period of Performance and Schedule

Total Period of Performance: 150 calendar days from Notice to Proceed (NTP), which includes 30 days reserved for inclement weather or hurricane-related delays.

Phase Deadline from NTP Mobilization and Preconstruction Day 1-10 Demolition and Material Disposal Day 11-35 Roof Installation - All 5 Structures Day 36-100 Gutter and Drainage Systems Day 101-120 Inspections and Final Closeout Day 121-135 Weather Contingency Buffer Day 136-150

Delays due to adverse weather, including tropical storms and hurricanes, will be reviewed on a case-by-case basis and may result in authorized time extensions upon documentation and approval by the COR.

10. Deliverables

• Preconstruction submittals, including schedule, safety plan, staging plan, demolition plan, and material list.

• Product data and manufacturer specifications for roofing panels, fasteners, coatings, flashing, gutters, downspouts, underlayment, and related accessories.

• Documentation of estimated decking replacement and structural reinforcement quantities used during construction.

• Project photographs before, during, and after completion, including photographs of concealed conditions discovered during demolition.

• Warranty documents, including manufacturer warranty and workmanship warranty.

• Final inspection documentation and closeout package.

11. Safety and Environmental Protection

• Contractor must comply with OSHA, NPS, and applicable federal, state, and local safety standards.

• Worksite must be secured daily and all debris must be contained to prevent environmental impact.

• All removed roofing materials, fasteners, packaging, and debris shall be collected and legally disposed of off-island.

• All activities must protect sensitive vegetation, wildlife, and visitor access routes.

• The Contractor shall maintain safe access routes and coordinate closures or restricted areas with the COR.

• The Contractor shall secure partially completed roofing systems in advance of forecasted storm events. Any damage resulting from failure to properly secure the site or protect partially completed work shall be the responsibility of the Contractor.

12. Government Furnished Property

• The Government will provide transportation of materials to Elliott Key utilizing a 44-foot barge with a 12,000-pound capacity.

• No other materials, equipment, tools, or supplies will be provided by the Government unless specifically authorized in writing.

• The Contractor is responsible for securing all supplies, staging equipment, personnel transportation, and marine transport needs not specifically provided by the Government.

13. Additional Roofing System Requirements

• The Contractor shall be responsible for all work necessary to provide a complete and fully functional roofing system.

• The completed roofing system shall be considered a solar-ready system, and all work shall be performed in a manner that avoids the need for major structural or system modifications during future photovoltaic system installation.

• Any concealed structural deficiencies identified beyond the estimated quantities identified within this Statement of Work shall be documented by the Contractor and submitted to the COR for review prior to corrective action beyond the established contract quantities.

• The Contractor shall not proceed with repair work beyond the estimated contract quantities without COR review and direction.

• The Contractor shall maintain manufacturer warranty requirements and shall not install materials in a manner that voids applicable roofing, coating, fastener, or workmanship warranties.

14. Project Management Contacts

Contracting Officer’s Representative (COR):

Miguel Martinez Acting Facility Manager Biscayne National Park Email: Miguel_a_martinez@nps.gov Phone: 786-427-5785

Alternate Point of Contact:

Diego Matos, Facility management system specialist

Email: diego_matos@nps.gov

Phone: 786-610-8885

15. Justification for Action The existing roofing systems on Elliott Key facilities have exceeded their service life and are no longer capable of providing reliable protection against the harsh coastal and hurricane-prone conditions typical of South Florida.

The current Ondura roofing systems are brittle, deteriorated, and experiencing recurring failures, including leaks, weakened weather resistance, and compromised structural reliability.

Failure to complete this project will result in continued degradation of critical park infrastructure, increasing the risk of water intrusion, structural damage, mold development, and failure of essential building systems. These facilities support mission-critical operations, including housing, maintenance, utilities, and visitor services.

Continued deterioration may lead to partial or full facility closures, negatively affecting park operations, employee safety, and visitor experience.

In addition, the existing roofing systems do not meet current Miami-Dade County requirements for wind resistance and hurricane resiliency. This project is necessary to restore structural integrity, improve code compliance, protect government assets from accelerated deterioration, maintain safe and functional working and living environments, and reduce the likelihood of costly emergency repairs or operational disruption on Elliott Key.

16. Final Summary Statement

This project represents a critical infrastructure investment necessary to preserve the operational integrity, safety, and resilience of Biscayne National Park’s Elliott Key facilities. By replacing failing roofing systems with code-compliant, hurricane-rated materials, the National Park Service will reduce exposure to storm damage, extend the service life of key assets, and minimize future maintenance and emergency repair costs.

The project directly supports the National Park Service mission by ensuring safe, reliable facilities for employees and visitors while protecting federally owned assets in a harsh marine environment. Timely completion of this work is essential to prevent further deterioration, avoid operational disruptions, and strengthen the long-term sustainability and resiliency of remote island infrastructure.

Attachments

BISC 313922

Roof replacement for Five Structures on Elliott Key

800 ft

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Maintenance Dock

Generator BuildingWater plant & Storage Building

Maintenance Bay & Office Building

Comfort Station

Visitor Station

Residence West 213 Residence East 212

Kiosk

Maintenance Yard Complex

Generator Building

Maintenance Building

Water Treatment & Storage Building

Storage Roof Structure

Maintenance Building

Residence Buildings

As-Constructed 8/1981-2/1984

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