1761660_B3025 DNA Build Maintenence Office_AMENDMENT 1 SOW.pdf
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- Attached to
- BUILD MAINTENANCE OFFICE, BLDG 3025, NAS OCEANA
- Solicitation number
- N4008524R2624
About this file
This document is an amendment to the Statement of Work (SOW) for the construction of a Maintenance Office within Building 3025 at the Naval Air Station (NAS) Oceana, Dam Neck Annex in Virginia Beach, Virginia.
The amendment modifies the original SOW in the following ways: 1) It specifies that the exterior doors must be Extra Maximum Duty Doors Level 4, physical performance Level A, Model 2. 2) It removes all language concerning markerboards from the Specialties section. 3) It updates the requirements for the structural elements, including providing 8-inch reinforced CMU walls, utilizing the existing slab-on-grade if it meets design requirements, and designing the roof structure for a 50 PSF uniform load to allow for light storage. The contractor must provide signed and sealed design documents by a registered professional in the Commonwealth of Virginia.
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BUILDING 3025 – BUILD MAINTENANCE OFFICE
NAS Oceana, Dam Neck Annex, Virginia Beach VA
Amendment 0001
3 APRIL 2024
1) In PART 3 STATEMENT OF WORK B2030 EXTERIOR DOORS: Page 7:
Add the following:
“Doors must be Extra Maximum Duty Doors Level 4, physical performance Level A, Model 2.”
2) In PART 3 STATEMENT OF WORK C1030 SPECIALTIES, Page 10:
Remove in its entirety:
All language concerning markerboards.
3) In PART 3 STATEMENT OF WORK PARAGRAPH 5 ROOM REQUIREMENTS, STRUCTURAL Page 4:
Remove in its entirety:
Provide 8 inch reinforced CMU walls with doweled into existing 8” thick concrete slab.
Provide 2 ½” lightweight non-composite concrete slab over 24 ga form deck over steel joists, the roof structure will need to be designed for uniform load of 50 psf, to allow for very light storage.
The space will remain unoccupied, no fall protection or access provisions are required.
Provide signed and sealed designed documents by registered in the Commonwealth of Virginia in accordance with FC1-300-09N.
Add the following:
Provide 8 inch reinforced CMU walls.
Provide concrete foundations for new wall construction. Existing slab on grade may be utilized if design analysis by the contractor’s DOR validates that all code required load combinations are satisfied. Provide design analysis with Basis of Design submittal.
Provide lightweight non-composite concrete slab over form deck over steel joists for roof of new construction The roof structure shall be designed for uniform load of 50 psf, to allow for very light storage.
The space above the roof will remain unoccupied, no fall protection or access provisions are required. Provide signage indicating design live load.
Provide signed and sealed designed documents by registered in the Commonwealth of Virginia in accordance with FC1-300-09N.
**End of Amendment 0001**
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