Atch_1_SOW.pdf

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Roof Repairs-Canaveral NS
Solicitation number
140P5423R0013
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Sol_140P5423R0013_Amd_0001.pdf PDF
Atch_1_to_Amd_1_0001.pdf PDF
Atch_4_Map_and_Photos.pdf PDF
Atch_2_Technical_Specs.pdf PDF
Atch_5_Site_Visit_Info.pdf PDF
Sol_140P5423R0013.pdf PDF
Atch_3_DBA_DOL_WD.pdf PDF

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140P5423R0013 Attachment 1

Page 1 of 3 Pages

CANAVERAL NATIONAL SEASHORE (CANA)

Apollo District

New Smyrna Beach, FL 32169 Statement of Work (SOW)

Roof Replacement & Repairs - 3 Structures

Contractor shall provide all labor, supervision, material, tools, equipment, supplies, transportation and incidentals necessary to repair/replace hurricane damaged roofing cladding systems, gutters and install new standing seam (panel) roofing including a soffit replacement detailed below. All three buildings are all in the same area in the Apollo Beach District (AD) of Canaveral National Seashore.

Building #1: Fire Cache Roof: Contractors shall stay within the confines of the concrete pad on the north side of the Fire Cache Building, ensuring their workspace (including equipment) does not spill over into the vegetation. 50% of the existing architectural-style asphalt shingle hip-style roof system of the shingles were blown off/damaged. Final cladding shall match the color of other roofs in the park and shall be a commercial-grade, structural standing seam panel with 2inch seams, a 16-inch striated profile of 22-gauge ASTM A792 grade steel, with an acrylic galvalume coat finish. (McElroy, Maxima 2” Panel or approved equal).

Building #2: AD Carpenter Shop: (Roof Cladding System and Gutters). 30% of the existing roof 3-tab asphalt shingle ranch-style roof system were blown off/damaged. Final cladding shall match the color of other roofs in the park and shall be a commercial-grade, structural standing seam panel with 2inch seams, a 16-inch striated profile of 22-gauge ASTM A792 grade steel, with an acrylic galvalume coat finish. (McElroy, Maxima 2” Panel or approved equal).

Building #3: AD Ranger Beach Garage: (Soffit)-OPTIONAL. Soffit installed in accordance with and approved via Florida Product Approval (FPA). This task may or may not be included in the award, depending available funding.

For the two existing shingle clad roofs, a standing seam metal cladding shall be used. A metal-over-decking attachment system shall be used to meet FBC minimum design standards. Standing seam metal-over-decking system shall be approved equal retrofit system product that is specifically designed for the purpose to install a standing seam roofing system over decking clad roof. For this project a complete teardown to the decking shall be required to meet FBC standards

The contractor shall inspect and replace all fascia and flashing as needed to facilitate a waterproof barrier and resilient structure.

• Standing seam metal roof cladding product shall meet requirements and be installed as specified in the technical specifications at the end of this SOW: Specification 074100 STANDING SEAM METAL ROOF, and shall be:

o Manufactured of 22 Gauge Galvalume metal or appr equal 43% zinc, 55% aluminum alloy for its strength, corrosion resistance and wind-impact resilience.

o Panels with standing seams at 16-inch on center o Have specifications complete with ASTM E 1592 testing determining the system’s uplift capability.

Page 2 of 3 Pages o A structural system that is hydrostatic (ie: a water barrier) and not reliant on roof decking for structural support to span purlins or nailers. As opposed to an architecturally rated metal roof cladding such as 5V-crimp style panels or metal shingles.

o Roofing system shall include a full ice-and-water shield self-adhering synthetic underlayment installed in accordance with manufacturer’s installation to meet secondary water barrier standards of the Florida insurance industry as noted on form HB 7057.

• Gutters and downspout products shall be seamless and shall meet state and local requirements o Color to match new roofing o Sized according to a local 10-yr rainfall event for the roof area and slope, but no smaller than a

6-inch K-Style.

o Installed IAW manufacturer’s specifications and attached with 316 grade stainless steel screws, such as or approved equal. Gutters shall be installed and attached to the structures with 316 grade stainless steel screws.

• Soffits shall meet requirements and be installed to meet state and local requirements o Hardisoffit, Allura soffit or other approved fiber cement soffit.

o Continuous vent variety is required if attic is vented and non-vented version of the soffit when the attic is not vented.

o Installed per the manufacturer’s installations specifications for High Velocity Hurricane Zone

(HVHZ) requirement for the building’s location, or as otherwise specified by approved design specifications by a licensed professional engineer in the state of Florida.

All roof system selections shall include and specify the fastener and attachment schedule to meet the uplift loads for the field perimeter and corners of the roofs with the dimension of the perimeter width defined. Shop drawings specifying fastener details and location along these critical zones shall be signed and sealed by a Professional Engineer licensed in the State of Florida shall be required and approved.

Work under this contract shall be carried out strictly in accordance with specifications attached and will meet US and Local codes, industry standards and current OSHA and EPA regulations. All work will be designed to weather hurricanes in accordance with (IAW) and to the Florida Building Code (FBC) and ASCE 7-22 Standards. All work shall be accomplished using approved durable and resilient materials and be designed and fastened in accordance with applicable codes and standards.

Safety: The Park Safety Officer shall have the authority to stop work when violations or unsafe acts are present and threaten Government and contractor employees or damage to Government property and notify the COR immediately. The contractor shall immediately report to the COR and Park Safety Officer all accidents resulting in employee injury or death or damage to property while performing this contract.

Motor Vehicle & Traffic Regulations: Contractor employees operating motor vehicles shall possess a valid driver's license. Driver and vehicle permits, licenses, registrations and proof of insurance shall be always maintained in the vehicle and made available upon request. Contractor employees shall comply with federal vehicle motor law requiring seat belts to be worn at all times and comply with posted speed limits and parking regulations.

The use of a drone is strictly prohibited anywhere inside the park boundaries

Portable sanitation facilities shall be supplied for contractor use for the duration of the project.

Page 3 of 3 Pages

All elements of the project shall be designed to FBC and ACSE 7-16 standards for the project’s location and risk category.

Refer to Attachment #3 for site map and approximate building dimensions, estimated quantities, etc.

Field Verification: Awardee shall field verify all proposed materials, dimensions, quantities and materials to be utilized and provide submittals to the Contracting Officer’s Representative (COR) for approval prior to purchasing materials.

Post Award Submittals: In addition to the documents listed in section F.5 of the clauses and provisions, the following submittals require written approval by the COR no later than 10 days after award:

1. Debris Disposal Plan: The contractor shall submit a Debris Disposal Plan. Demolition is required to install the new roofing cladding system. Demolition shall also include removal of remaining damaged gutters and 3-tab asphalt shingles on the Fire Cache Building and Carpenter Shop Building and soffits only on the Ranger Beach Garage. All demolition materials become the property of the contractor and shall be disposed of properly at a licensed/registered debris disposal facility. Receipts from the disposal facility for all disposed materials shall be included in weekly reports. The Park accepts recyclable materials on-site as part of their recycling plan and shall be included in the Debris Disposal Plan.

2. Inclement Weather Plan: Contractor shall submit an Inclement Weather Plan describing the procedures that will be carried out in the event the park starts to prepare for inclement weather. Plan shall detail how equipment and materials will be restrained and secured in order to leave the site in a prepared state for inclement weather

Certification: The installation of the roofing system shall have installers that are certified by the manufacturer of the selected roofing system. The final roofing system product shall be installed in a method to meet watertight warranty for workmanship.

Working Hours: The contractor shall complete on-site work during normal business hour period of 7:30 am to 4:00 pm, Monday through Friday, excluding Federal holidays. The contractor shall submit requests to work outside of normal business hours directly to the Contracting Officer’s Representative (COR).

See Attachment #2 for technical specifications and Attachment #3 for site layout and photos.

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