SOW_Structure_Requirements_Revision2.pdf
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- HSCG32-16-Q-P04IB5
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Statement of Work for pre-fab concrete building.
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PR #2116326P04IB5
Concrete Electronics Equipment Building on Fishers Island Statement of Work
The contractor shall build, deliver, and install structure on U.S. Navy facility located on Fishers Island, NY accessible by Fishers Island Ferry from New London, CT.
Delivery: 30 September 2016.
There will be two meeting for this contract. First a pre-construction meeting to refine the requirements of the building. The intent of this meeting is for the contracor to recommend a layout and detail the electrical, HVAC, and other building options. The first meeting is not required to be in person and may take place via telephone. A second meeting will be a post contruction meeting to complete acceptance. The second meeting will occure at time of delivery on Fishers Island, NY.
The building will be situated on Fishers Island on the U.S. Navy Property. Logistics will require delivering the structure and equipment to the island via Fishers Island Ferry. Access will be granted by the U.S. Coast Guard at time of delivery. The contractor shall coordinate delivery and setup to the island including all equipment and materials to properly site the building including laborors.
Structure Requirements
• Minimum 10’ X 15’ with a minimum 8’ interior height
• 5,000 PSI lightweight solid concrete walls. Steel reinforcing bars confirming to ASTM A-615 grade 60 specifications. Concrete coverage over steel shall confirm to ACI-318 code.
• Floor Loading: 200 PSF — reinforced concrete w/ step joint design
• Roof Loading: 150 PSF — reinforced concrete, with 1/4″ per foot roof slope to eaves.
• Wind Loading: 150 MPH — steel-reinforced concrete walls
• Resist hurricane-force winds of 150 m.p.h. (minimum)
• All joints shall be sealed with industrial grade adhesive sealer to ensure water tight integrity.
• 3’ x 7’ steel door
• 16 gauge doors w/14 gauge frame, galvanized steel primed & painted.
• Structure support skid assembly shall consist at a minimum of two 6” by 9 lbs. beams welded into place with 2” x 2” x 1/4” angles placed between the beams every 4’ O.C. The complete skid assembly shall be painted with rust resistant paint or hot dipped galvanized after fabrication.
Structure Finishes
• Weathertight sealant inside and outside joints.
• Exterior aggregate finish
• Exterior wall surface sprayed with penetrating sealant.
• Roof, troweled and broom finish w/ elastomeric coating applied.
• Foil-faced rigid board insulation on walls & roof.
• White embossed FRP laminated interior walls & ceiling.
• Commercial-grade flooring tile.
• Vinyl cove base molding.
Electrical
• Adhere to applicable National Electrical Codes (NEC) standards, federal and state regulations.
• External service mast with meter and external disconnect with locking capability
• 200 Amp single phase residential panel interior mounted
• 4 external weather proof GFI 110V outlets on individual 20A circuits
• 2-30A ceiling drops
• A total of 6-20A,110V circuits with 24 outlets.
• Two outlets per circuit with 8 outlets on three walls.
• Energy efficient LED lighting for interior
• External weather proof motion sensor LED door entry light.
• 2-15’ cable tray systems (center mounted and back wall)
• 2- 12 4” cable entrance exterior weatherproof penetrations located on each end of structure.
HVAC and Safety
• External mounted heating and air conditioning combination unit with remote monitoring capabilities.
• Fire Monitoring Alarm
File details come from the government source that posted it. Updated .