19-0118 - Part 3.13JAN20.pdf

Renovation to Buildings AS424, AS3905 & AS4108 Project #19-0118 MCAS New River, Jacksonville, NC

Part 3 Statement of Work / Project Program

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

3. SITE ANALYSIS

4. BUILDING REQUIREMENTS

5. ROOM REQUIREMENTS

6. ENGINEERING SYSTEMS REQUIREMENTS

B10 SUPERSTRUCTURE

B20 EXTERIOR ENCLOSURE

B30 ROOFING

C10 INTERIOR CONSTRUCTION

C30 INTERIOR FINISHES

D20 PLUMBING

D30 HVAC

D40 FIRE PROTECTION

D50 ELECTRICAL POWER AND LIGHTING

E10 EQUIPMENT

E20 FURNISHINGS

G10 SITE PREPARATION

G20 SITE IMPROVEMENTS

G30 SITE CIVIL/MECHANICAL UTILITES

G40 SITE ELECTRICAL UTILITIES

F20 SELECTIVE BUILDING DEMOLITION

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1 PROJECT DESCRIPTION

A. GENERAL DESIGN INTENT

1. This Design-Build full building renovation effort is to repair damage to critical infrastructure as a result of Hurricane Florence, and to modernize our mechanical, electrical, and plumbing systems while adhering to current code. Buildings AS424 will have minor alterations to the current floor plan, and buildings AS3905 and AS4108 will be upgraded to adhere to UFC 4211-01 to the maximum extent practical.

2. AS424 is a 46,403 SF Aviation/ Ground Supply Warehouse constructed in 1954. It contains storage and office space on the first floor, and office space and storage cages on the second floor.

AS424 will be vacant at the time of renovation and renovated in two phases to accommodate for tenant storage requirements. The structure was significantly damaged as a result of Hurricane Florence. The overall building condition is inadequate. The roof will be replaced as part of a separate contract.

3. AS3905 is a 126,193 SF three module maintenance hangar constructed in 1992. It is used to house and maintain three HMH squadrons. AS3905 will be a phased renovation per module.

Each module will vacant at the time of renovation. The building condition is inadequate and suffered minor interior and significant roof damage as a result of hurricane Florence. The roof is currently being replaced as part of a separate contract.

4. AS4108 is a 114,217 SF three module maintenance hangar constructed in 1973. It is used to house and maintain two HMLA squadrons and FRCE. AS4108 will be a phased renovation per module. Each module will vacant at the time of renovation. The building condition is inadequate and suffered minor interior and significant roof damage as a result of hurricane Florence. The roof is currently being replaced as part of a separate contract.

5. Floor plans and as-builts for buildings AS424, AS3905, and AS4108 containing conceptual design are included in Part 6 of this RFP. The Design-Build team must meet with the tenants to confirm the appropriateness of the intended design, evaluate the necessity and propriety of the scope of work indicated, and incorporate all revisions identified as a result of these meetings.

6. Tenants in building AS424, AS3905 and AS4108 will require temporary trailers to be provided by the contractor. Tenants in AS3905 and AS4108 will require ISO storage containers to be provided by the contractor. See Workflow Process in Chapter 2.

7. Site considerations include utility support for the AS424, AS3905 and AS4108 trailers and a laydown area for the AS3905 and AS4108 storage containers. See Part 6 Attachment D1, D2, D3, D4.

8. General Statements for the design of Buildings AS424, AS3905 and AS4108:

a) Fully review all parts of the RFP package, to include all Attachments in Part 6.

b) Fully review ESR D20, D30, D50, and G40 for Plumbing, HVAC, Electrical Power and Lighting, and Site electrical utility project requirements.

c) Provide quantity and type of plumbing fixtures required for the occupancy, use, and functions described for the facilities per the International Building Code (IBC). If current number of fixtures in the building exceeds the minimum amount per code requirement, then maintain the current number of fixtures.

d) New floor plans must meet accessibility requirements per UFC 1-200-01 to the maximum extent possible without major changes to the existing building.

e) Replace existing fire alarm systems with a modern code-compliant Fire Alarm / Mass Notification systems.

f) For buildings AS424, AS3905 and AS4108, properly abate and dispose of all lead and asbestos containing material (ACM) identified during the sampling to be performed in Project 19-0065. For planning purposes, assume the presence of ACM and lead in all associated project buildings. See Part 6 Attachment J1, J2. properly abate and dispose of all

Part 3 - Page | 3 lead and asbestos materials identified during the sampling performed under separate project (project #19-0065 completed by ECS see Part 6 attachment J1, J2) as well as materials identified in historical reports, which are included as attachments to the ECS reports.

Quantity of materials to be properly abted and disposed of is not limited to quantities identified in the previous reports. Instead ALL lead and asbestos materials of similar color, texture, age and size throughout the buildings’ interior and exterior should be assumed to contain asbestos or lead.

g) AS3905 contains a POL plume located underneath the building. See Chapter 3.

h) All underslab piping, sewer and water must be removed and replaced up to 5 feet beyond building exterior.

9. A complete As-Built Drawing Package, to include AutoCAD files, must be included in the final submittal package.

2 PROJECT OBJECTIVES

A. MISSION

The mission of this project is to fully renovate buildings AS424, AS3905 and AS4108 to maximize the space utilization for administrative and operational functions, upgrade utilities, and modernize mission critical facilities aboard Marine Corps Air Station New River following damage caused by Hurricane Florence.

B. DESIGN RESPONSIBILITY

It must be the priority for the Design-Build team to acknowledge and exercise its duty to complete field investigations, validate the tenant’s needs and develop a definitive design to meet the tenants needs while adhering to the project’s site and criteria parameters. Attention is directed to Specifications section 01 31 19.05 20 in which the Design-Build Contractor is required to undertake a Concept Design Workshop (CDW), a three day long client-interactive process by which the project’s definitive concept design must be established and agreed to by all parties. The combined Post Award Kickoff (PAK) and CDW meeting must be undertaken in immediate proximity of Marine Corps Base Camp Lejeune; and the Design-Build Contractor must bear all travel, lodging, subsistence and related costs of its personnel, associated A&E personnel, and any others that may require participation.

C. SUSTAINABLE DESIGN

Specific sustainability requirements are found in this document. Meet sustainability to the best extent possible.

D. WORKFLOW PROCESS

1. Buildings AS424, AS3905 and AS4108 are not dependent on one another. Renovations may occur concurrently.

2. The government requires a minimum of 90 days notification prior to the start of work to remove any supplies or equipment from the facility. Flight schedules are dependent on accurate project schedules and planning.

3. Building AS424:

a) Conduct work in two phases. See chapter three for details.

b) Tenants of AS424 will relocate into temporary trailers. The trailers must be installed and all utilities must be connected and accepted by the Government before the tenants of building AS424 relocate. See chapter three.

c) The Government requires 30 days for the relocation of tenants from building AS424 to the trailers.

d) Dispose of all furniture identified as not serviceable, see Part 6 Attachment H1

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e) Transport all furniture identified as serviceable to building 1212, see Part 6 Attachment H1

4. Building AS3905:

a) Conduct work in three phases. See chapter three for details.

b) Tenants of AS3905 will relocate into temporary trailers. The trailers must be installed and all utilities must be connected and accepted by the Government before the tenants of building AS3905 relocate. See chapter three.

c) The Government requires 30 days for the relocation of tenants from building AS3905 to the trailers.

d) All required storage containers must be staged and accepted by the Government before the tenants of Building AS3905 relocate. See chapter three.

e) The Government requires 30 days for the relocation of gear from Building AS3905 to the storage containers.

f) Dispose of all furniture identified as not serviceable, see Part 6 Attachment H2

g) Transport all furniture identified as serviceable to building 1212, see Part 6 Attachment H2

5. Building AS4108:

a) Conduct work in three phases. See chapter three for details.

b) Tenants of AS4108 will relocate into temporary trailers. The trailers must be installed and all utilities must be connected and accepted by the Government before the tenants of building AS4108 relocate. See chapter three.

c) The Government requires 30 days for the relocation of tenants from building AS4108 to the trailers.

d) All required storage containers must be staged and accepted by the Government before the tenants of Building AS4108 relocate. See chapter three.

e) The Government requires 30 days for the relocation of gear from Building AS4108 to the storage containers.

f) Dispose of all furniture identified as not serviceable, see Part 6 Attachment H3

g) Transport all furniture identified as serviceable to building 1212, see Part 6 Attachment H3

6. For the design reviews, there must be only one design package which will include the design for the site and buildings AS424, AS3905 and AS4108, and must be submitted for review and acceptance.

7. All Trailers in the Contract:

a) Upon completion of the contract return leased trailers, remove all the associated utilities, sidewalks, etc. Return site to its original condition, including but not limited to parking lot repairs and sod (centipede) replacement.

b) At the end of the project, allow for a 30 day movement of tenants from the leased trailers after all buildings have been accepted by the Government.

3 SITE ANALYSIS

A. EXISTING CONDITIONS

Buildings AS424, AS3905 and AS4108 are located aboard Marine Corps Air Station New River, Jacksonville, NC. Existing Utilities include water lines, sanitary sewer main, storm water, overhead and underground electric and underground telephone. Existing conditions will be provided post award for reference only. It is the responsibility of the contractor to locate and identify all existing utilities.

B. SITE WORK

1. Contractor must:

a) Install and wire trailers IAW base communications specifications 27 10 00/ 33 82 00 / and local trailer specifications per approval from Base Telephone.

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b) Provide OSP cabling copper and fiber from Demarcation Point (from Base Telephone) to trailer communications room.

c) Provide ISP cabling (within trailer). Provide cabling from the trailer communications room to the user work area outlets.

d) Provide communications room build out (racks, cabinets, bonding, protection, ladder tray, cable management, etc.)

e) Test all cabling and provide test to government for validation and acceptance.

2. Trailer Location and Requirements to Support Tenants of AS424:

a) 1 Quads:

• 4 Individual Offices, 2 Unisex Restrooms, Open Office Area.

b) Site location - Parking lot behind AS425. See map in Part 6 Attachment D1.

c) All offices in the trailers will require door locks.

d) Restrooms must be at least 9 ft X 6 ft

e) All trailers require anchored 4 ft x 4 ft metal deck with stairs for all entrances to trailers.

Top surfaces must be non-slip. Anchorage systems should consist of direct imbeds (sleeved or plates) and/or welding. Metal used for railings should be tube stock, not solid stock, and conform to ASTM A 500. Work must conform to IBC.

f) Trailers must have vinyl composite tile flooring.

g) All trailers must be leased for the duration of the contract.

h) All trailers must meet base telecommunications specifications.

i) Provide floor plans (shop drawings) for all trailers and include location of lighting, HVAC systems, doors, walls, data and telephone, electrical receptacles and switches. HVAC systems provided with the trailers must be adequately sized for their use in the required geographical location. If outlets are proposed in bathrooms, GFCI outlets must be provided.

j) Contractor must locate all underground utilities prior to any excavation.

k) Connect all trailers to the existing water system complete. Each site must have backflow prevention. Provide masonry support under all valve boxes. Provide a copper trace wire on all PVC pipe to be accessible in valve box. Water line is located in the proposed trailer laydown area.

l) Connect all trailers to the existing sewer system complete. Provide cleanouts at each trailer, at each bend, and every 75 feet on straight runs. Provide a ten-foot separation between water and sewer mains unless otherwise specified. Provide a copper trace wire on all PVC pipe to be accessible in valve box. Manhole is located on the street side corner of AS424 closest to the proposed trailer laydown site.

m) Connect all trailers to the existing power grid complete. Overhead power lines are located in the proposed trailer laydown parking lot, additionally, there are pad mount transformers in proximity outside of AS427 and AS312. Conduct load calculations and coordinate with Public Works Department for connection location.

n) Connect all trailers to the existing communications/fiber network complete. See Part 6 Attachment D2.

• Trailers need to connect to MH B1 through MH B1-1 for fiber (NM224-1 25-36) and for copper needs to connect to through MHB1-1 to MHB1-2

(CA605A 1126-1150)

3. Trailer Location and Requirements to Support Tenants of AS3905:

a) 6 Quads:

• 1 – 2 Individual Offices, Open Office Area

• 2 – 2 Individual Offices, Open Office Area

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• 3 – Male Head with Urinals, Water Closets, Sinks, Showers, and personal lockers.

Minimum of 3 urinals, 4 water closets, 4 sinks, 3 showers, 20 lockers.

• 4 – Female Head with Water Closets, Sinks, Showers, and personal lockers.

Minimum of 4 water closets, 4 sinks, 2 showers, 12 lockers.

• 5 – Hardened Trailer with 7 individual offices, one vault, one conference room 300 SF minimum, 2 unisex restrooms, and open office area. Requires SIPR.

• Must comply with MCO 5530.14A. Requirements include: Hardened windows or no windows, solid wood core door, security hinges on doors, CDX lock on access door and all other door are for exit only (no external hardware) and secured trailer skirting. The trailer skirt must be constructed of solid material with no man passable opening greater than 96 square inch leading into the bottom and through the flooring. Any skirt, floor, wall, or utilities access must be hardened if a man passable opening exist. Trailer must have dedicated space for telecommunications cabinet. Telecommunications cabinet must be lockable.

• 6 – Hardened Trailer with seating for 50 and designated briefing area (600 SF minimum) and 2 unisex restrooms. Requires SIPR.

• Must comply with MCO 5530.14A. Requirements include: Hardened windows or no windows, solid wood core door, security hinges on doors, CDX lock on access door and all other door are for exit only (no external hardware) and secured trailer skirting. The trailer skirt must be constructed of solid material with no man passable opening greater than 96 square inch leading into the bottom and through the flooring. Any skirt, floor, wall, or utilities access must be hardened if a man passable opening exist. Trailer must have dedicated space for telecommunications cabinet. Telecommunications cabinet must be lockable.

b) 9 Doubles:

• 1 – Computer lab with space for min of 20 computers. Computers will be supplied by tenants.

• 2 – 6 Individual Offices, Open Office Area

• 3 – 2 Individual Offices, Open Office Area

• 4 - 2 Individual Offices, Open Office Area

• 5 - 2 Individual Offices, Open Office Area, laundry room with 1 washer 3 cu ft minimum and 1 dryer 7 cu ft minimum, high efficiency electric.

• 6 – Open Office Area

• 7 – Open Office Area

• 8 – Open Office Area with shelving for tool storage

• 9 – Open Office Area with shelving (for double 8 & 9, combined 80 cu ft of shelving and additional space for 2 work stations).

c) Centrally locate male and female head trailer to the best extent possible.

d) Site location - Parking lot South of AS3905. See map in Part 6 Attachment D1.

e) All offices in the trailers will require door locks.

f) Restrooms must be at least 9 ft X 6 ft

g) All trailers require anchored 4 ft x 4 ft metal deck with stairs for all entrances to trailers.

Top surfaces must be non-slip. Anchorage systems should consist of direct imbeds (sleeved or plates) and/or welding. Metal used for railings should be tube stock, not solid stock, and conform to ASTM A 500. Work must conform to IBC.

h) Trailers must have vinyl composite tile flooring.

i) All trailers must be leased for the duration of the contract.

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j) All trailers must meet base telecommunications specifications.

k) Provide floor plans (shop drawings) for all trailers and include location of lighting, HVAC systems, doors, walls, data and telephone, electrical receptacles and switches. HVAC systems provided with the trailers must be adequately sized for their use in the required geographical location. If outlets are proposed in bathrooms, GFCI outlets must be provided.

l) Contractor must locate all underground utilities prior to any excavation.

m) Connect all trailers to the existing water system complete. Each site must have backflow prevention. Provide masonry support under all valve boxes. Provide a copper trace wire on all PVC pipe to be accessible in valve box. Water line is located behind parking lot along White Street.

n) Connect all trailers to the existing sewer system complete. Provide cleanouts at each trailer, at each bend, and every 75 feet on straight runs. Provide a ten-foot separation between water and sewer mains unless otherwise specified. Provide a copper trace wire on all PVC pipe to be accessible in valve box. Manhole is located on the corner of AS3905 and the proposed trailer laydown parking lot.

o) Connect all trailers to the existing power grid complete. Overhead power lines are located along White Street behind the parking and in the proposed trailer laydown parking lot, additionally, there are pad mount transformers in proximity outside of AS3905 and AS4110.

Conduct load calculations and coordinate with Public Works Department for connection location.

p) Connect all trailers to the existing communications/fiber network complete. See Part 6 Attachment D3.

• Trailers need to connect to MH B9 then into the building EF where there is 150 pair copper (CA 604A 451-600) and 12 strand of Fiber (FOC 212B 121-132)

4. Trailer Location and Requirements to Support Tenants of AS4108:

a) 6 Quads:

• 1 – 2 Individual Offices, Open Office Area

• 2 – 2 Individual Offices, Open Office Area

• 3 – Male Head with Urinals, Water Closets, Sinks, Showers, and personal lockers.

Minimum of 3 urinals, 4 water closets, 4 sinks, 3 showers, 20 lockers.

• 4 – Female Head with Water Closets, Sinks, Showers, and personal lockers.

Minimum of 4 water closets, 4 sinks, 2 showers, 12 lockers.

• 5 – Hardened Trailer with 7 individual offices, one vault, one conference room, 2 unisex restrooms, and open office area. Requires SIPR.

• Must comply with MCO 5530.14A. Requirements include: Hardened windows or no windows, solid wood core door, security hinges on doors, CDX lock on access door and all other door are for exit only (no external hardware) and secured trailer skirting. The trailer skirt must be constructed of solid material with no man passable opening greater than 96 square inch leading into the bottom and through the flooring. Any skirt, floor, wall, or utilities access must be hardened if a man passable opening exist. Trailer must have dedicated space for telecommunications cabinet. Telecommunications cabinet must be lockable.

• Trailer not required for North module renovation to AS4108 (FRCE).

• 6 – Hardened Trailer with seating for 50 and designated briefing area and 2 unisex restrooms. Requires SIPR.

• Must comply with MCO 5530.14A. Requirements include: Hardened windows or no windows, solid wood core door, security hinges on doors, CDX lock on access door and all other door are for exit only (no external hardware) and secured trailer skirting. The

Part 3 - Page | 8 trailer skirt must be constructed of solid material with no man passable opening greater than 96 square inch leading into the bottom and through the flooring. Any skirt, floor, wall, or utilities access must be hardened if a man passable opening exist. Trailer must have dedicated space for telecommunications cabinet. Telecommunications cabinet must be lockable.

• Trailer not required for North module renovation to AS4108 (FRCE). b) 9 Doubles:

• 1 – Computer lab with space for min of 20 computers. Computers will be supplied by tenants.

• 2 – 6 Individual Offices, Open Office Area

• 3 – 2 Individual Offices, Open Office Area

• 4 - 2 Individual Offices, Open Office Area

• 5 - 2 Individual Offices, Open Office Area, laundry room with 1 washer 3 cu ft minimum and 1 dryer 7 cu ft minimum, high efficiency electric.

• 6 – Open Office Area

• 7 – Open Office Area

• 8 – Open Office Area with shelving for tool storage

• 9 – Open Office Area with shelving (for double 8 & 9, combined 80 cu ft of shelving and additional space for 2 work stations).

c) Centrally locate male and female head trailer to the best extent possible.

d) Site location - Parking lot South-West end of AS4108. See map in Part 6 Attachment D1.

e) All offices in the trailers will require door locks.

f) Restrooms must be at least 9 ft X 6 ft

g) All trailers require anchored 4 ft x 4 ft metal deck with stairs for all entrances to trailers.

Top surfaces must be non-slip. Anchorage systems should consist of direct imbeds (sleeved or plates) and/or welding. Metal used for railings should be tube stock, not solid stock, and conform to ASTM A 500. Work must conform to IBC.

h) Trailers must have vinyl composite tile flooring.

i) All trailers must be leased for the duration of the contract.

j) All trailers must meet base telecommunications specifications.

k) Provide floor plans (shop drawings) for all trailers and include location of lighting, HVAC systems, doors, walls, data and telephone, electrical receptacles and switches. HVAC systems provided with the trailers must be adequately sized for their use in the required geographical location. If outlets are proposed in bathrooms, GFCI outlets must be provided.

l) Contractor must locate all underground utilities prior to any excavation.

m) Connect all trailers to the existing water system complete. Each site must have backflow prevention. Provide masonry support under all valve boxes. Provide a copper trace wire on all PVC pipe to be accessible in valve box. Water line is located behind parking lot along White Street.

n) Connect all trailers to the existing sewer system complete. Provide cleanouts at each trailer, at each bend, and every 75 feet on straight runs. Provide a ten-foot separation between water and sewer mains unless otherwise specified. Provide a copper trace wire on all PVC pipe to be accessible in valve box. Manhole is located in parking lot of AS4108 along White Street.

o) Connect all trailers to the existing power grid complete. Overhead power lines are located along White Street behind the parking lot, additionally, there are pad mount transformers in proximity outside of AS4108 and AS4177. Conduct load calculations and coordinate with Public Works Department for connection location.

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p) Connect all trailers to the existing communications/fiber network complete. See Part 6 Attachment D4.

• Trailers need to connect to MH D7 then into the building EF where there is 150 pair copper (CA 603A 901-1050) and 12 strand of Fiber (FOC 212B 97-108)

5. Storage Container Location to support Tenants in AS3905:

a) Provide ten (10) ISO 40 ft. Standard Dry Containers with locks to be utilized as storage during the renovation of AS3905.

b) All required storage containers must be staged and accepted by the Government before the tenants of Building AS3905 relocate.

c) The Government requires 30 days for the relocation of gear from building AS3905 to the storage containers.

d) Container laydown area is indicated in Part 6 Attachment D1 in parking lot South of AS3905

6. Storage Container Location to support Tenants in AS4108:

a) Provide ten (10) ISO 40 ft. Standard Dry Containers with locks to be utilized as storage during the renovation of AS4108.

b) All required storage containers must be staged and accepted by the Government before the tenants of Building AS4108 relocate.

c) The Government requires 30 days for the relocation of gear from building AS4108 to the storage containers.

d) Container laydown area is indicated in Part 6 Attachment D1 in parking lot South-West end of AS4108

4 BUILDING REQUIREMENTS

A. Full building Renovation to Building AS424

1. Provide a design for the identical building layout as per pre-hurricane floor plan with minor changes mentioned below. Reference drawings in Part 6 Attachment A1, A9, A10, A18, D1, D2, G1, I1.

2. Fully review this RFP in its entirety, including all attachments and UFC 4-440-01 prior to design start.

3. Execute renovation in two phases.

a) Tennant will shift all warehouse gear to one half of the warehouse at a time.

b) Administrative office spaces will be vacant for the duration of the renovation. Tenant will occupy trailers.

c) Provide tenant 15 days to move gear.

4. Furniture:

a) Refer to Inventory Inspection Log in Part 6 Attachment H4.

b) Furniture identified as serviceable will be transported to bldg. 1212 by the contractor. Refer to Inventory Inspection Log in Part 6 Attachment H4.

c) Properly dispose of furniture identified as unserviceable; Contractor will transport all unserviceable items off-site.

5. Exterior Work:

a) Replace exterior windows.

b) Replace exterior light fixtures.

c) Replace exterior doors and hardware.

d) Replace all metal coiling overhead doors.

e) Modify or demolish exterior stairs, railing, concrete pads, loading docks, ramps, roof scuttle etc., as necessary, to repair or comply with current codes and standards.

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f) Relocate any sidewalks that conflict with the placement of new Mechanical and/or Electrical Equipment.

g) Concrete repair- repair cracked and spalling concrete on all exterior concrete structures loading docks, sidewalk, ramps, stairs, roads concrete pads up to 50 ft from warehouse walls. Upgrade sidewalks to meet ADA requirements. Use a bid quantity of 1000 SF.

h) Paint CMU - White

i) Powerwash exterior brick.

6. Demolish and replace all interior components of the building:

a) Sheetrock – walls and ceilings.

b) Drop Ceilings.

c) All wall and floor finishes.

d) All interior plumbing, electrical and mechanical components.

7. Plumbing:

a) Review ESR Section D20 and Part 6 Attachment A1, A9, A10, A18, D1, D2, G1, for building specific requirements.

8. HVAC:

a) Review ESR Section D30 and Part 6 Attachment A1, A9, A10, A18, D1, D2, G1, I1 for building specific requirements.

9. Electrical Power and Lighting:

a) Review ESR Section D50 and Part 6 Attachment A1, A9, A10, A18, D1, D2, G1, for building specific requirements.

10. Site Electrical Utilities:

a) Review ESR Section G40 and Part 6 Attachment A1, A9, A10, A18, D1, D2, G1, I1 for building specific requirements.

11. Roof:

a) The roof to AS424 was replaced post-hurricane. Coordinate with Public Works to ensure all work for the renovation is in accordance with and does not void the warranty.

12. See Room Requirements table for finishes.

13. Replace all doors, door frames and hardware.

14. Provide open office area on first floor. See Part 6 Attachment A1.

a) Provide door from Rm 106 into Rm 107.

b) Replace Rm 107 vault door with Solid Core Wood door.

c) Remove partition between Rm 107/108 and between Rm 108/109.

15. Provide suspended acoustical ceilings in all administrative office spaces.

16. Replace all warehouse pallet racks per UFC 4-440-01 and with no less than current capacity.

a) Coordinate aisle dimensions with specific tenant equipment requirements.

b) Selective pallet racks consist of uprights, pallet beams, bracing, and miscellaneous accessories. Minimum design load must be 3,000 pounds per pallet.

c) Pallet racks must have a 40-inch depth and accommodate standard 40- x 48-inch pallets without front or rear pallet overhang.

d) Provide yellow pallet rack frame guards at all pallet rack corners.

17. Provide safety markings and signage on walls and floors.

a) Refer to UFC 4-440-01 and Title 29 Code of Federal Regulations (CFR) Part 1910, Occupational Safety and Health Standards.

b) Coordinate with tenant for specific requirements.

18. Provide secured storage beneath southern half of storage mezzanine located along Plan West side wall of AS424. See Part 6 Attachment A1.

19. Upgrade Heads:

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a) Relocate male head on first deck. Provide maximum number of showers, sinks, water closets and urinals. Convert old head to storage. See Part 6 Attachment A1.

b) Renovate female head. Provide maximum number of showers, sinks and water closets. See Part 6 Attachment A1

c) Modernize the toilet rooms and reconfigure as required to provide accessibility per ADA requirements on the first floor. See Part 6 Attachment A1. Replace all wall and floor tiles to include in shower area, solid surface countertops , vanity cabinets, mirrors, stainless steel integral towel dispenser/trash receptacle, soap dispenser, stainless steel fixtures, flush valve water closets, toilet accessories (stainless steel: tissue dispenser, grab bars, sanitary napkin disposal), phenolic HDPE partitions (floor and ceiling mounted) and stainless steel shower accessories (robe hook, shower rod, soap dispenser and shower shelf)

20. Provide dedicated comm room and janitor closet. See Part 6 Attachment A1.

21. Install new cage fencing to separate storage areas from access to required exits. See Part 6 Attachment A1.

22. Replace all seven (7) metal coiling overhead doors in the warehouse.

23. Outside Stairs and Railing:

a) Patch existing concrete stair, nosing, etc.

b) Provide new code compliant hot-dip galvanized steel stair and railing. Paint.

24. Loading Dock Stair:

a) Provide new code compliant 36” wide minimum hot-dip galvanized steel stair and railing.

Paint.

25. Warehouse stairs to 2nd level:

a) Retrofit or replace with code compliant hot-dip galvanized steel stair and railing. Paint.

26. Paint all walls and exposed ceilings, including ductwork and utilities where applicable. Paint all structural steel, deck and other non-prefinished items.

27. Preserve mural located on interior warehouse wall along office spaces, if practical.

28. Conduct whole building inspection to include structural system, exterior and interior. Any deficiencies noted and not directed for renovation in this part must be brought to the attention of the Government for decision.

29. Conduct code analysis to ensure compliance with current codes and standards.

B. Full Building Renovation to Building AS3905

1. Provide a design for the identical building layout as per pre-hurricane floor plan with minor changes mentioned below- reference drawings in Part 6 Attachment A1, A3, A4, A5, A11, A12, A13, A19, A20, C1, D1, E6, G2, H2, J1, I2.

2. Fully review this RFP in its entirety, including all attachments and UFC 4-211-01 prior to design start.

3. AS3905 is located inside the Flight Line Access fenced area. Contractor and all employees shall comply with installation and flight line access requirements. Contact the Construction Manager for more information.

4. AS3905 contains a known POL plume underneath the building. Vapor Intrusion activities include:

a) Floor penetrations shall be monitored for VOC’s to ensure a new pathway’s aren’t created.

b) Ensure work space is well ventilated during renovation activities.

5. Within the overall project schedule, commence and complete the work in phases. Coordinate exact scheduling requirements with the contracting officer. The two-thirds of the building that are not under the contractor’s possession will be occupied and will remain in operation. Include in project the necessary provisions for the continued operation of the building throughout the project. When a phase is completed, that area will be occupied in order to vacate an area that will

Part 3 - Page | 12 be the next phase of work. Allow 30 days for government transition between phases. Complete each phase of the work as sequenced below:

a) First Phase: Approximately one-third of the building. The center module of the building.

b) Second Phase: Approximately one-third of the building. The northern module of the building.

c) Third Phase: Approximately one-third of the building. The southern module of the building.

6. Demolish and replace all interior components of the building and replace IAW UFC 4-211-01 and this RFP.

a) Sheetrock – walls and ceilings

b) Drop Ceilings

c) All wall and floor finishes. Replace walls matching fire ratings indicated in Part 6 attachment A1, and finishes per room requirements.

d) Doors

e) All interior plumbing, electrical and mechanical components.

f) Provide base two weeks notification to remove government owned equipment prior to the start of demolition.

g) Demolish existing plumbing in entirety. Install all new plumbing fixtures, piping, drains, and other items to replace existing items removed.

h) Demolish existing building mechanical systems in entirety. Existing excluding boilers, boiler pumps, and infrared heaters in hangar area to remain. Install all new equipment, air distribution, controls, piping, and other systems to replace existing items removed.

7. Furniture:

a) Refer to Inventory Inspection Log in Part 6 Attachment H2

b) Furniture identified as serviceable will be transported to bldg 1212 by the contractor.

c) Properly dispose of furniture identified as unserviceable; Contractor will transport all unserviceable items off-site.

8. Exterior Work:

a) Replace exterior windows.

b) Replace exterior doors and hardware.

c) Replace metal coiling overhead doors.

d) Modify or demolish exterior stairs, railing, concrete pads, loading dock, ramps, roof scuttle etc., as necessary, to comply with current codes and standards.

e) Relocate any sidewalks that conflict with the placement of new Mechanical and/or Electrical Equipment.

f) Concrete repair - repair cracked and spalling concrete on all exterior concrete structures sidewalks, ramps, stairs, roads, concrete pads up to 50 ft from hangar walls. Upgrade sidewalks to meet ADA requirements. Use a bid quantity of 1000 SF.

g) Add rain covers to all exterior doors.

h) Paint Exterior.

9. Roof:

a) The roof to AS3905 was replaced post-hurricane. Coordinate with Public Works to ensure all work for the renovation is in accordance with and does not void the warranty.

10. Plumbing:

a) Review ESR Section D20 and Part 6 Attachment A1, A3, A4, A5, A11, A12, A13, A19, A20, C1, D1, E6, G2, H2, J1 for building specific requirements.

11. HVAC:

a) Review ESR Section D30 and Part 6 Attachment A1, A3, A4, A5, A11, A12, A13, A19, A20, C1, D1, E6, G2, H2, J1 for building specific requirements.

12. Electrical Power and Lighting:

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a) Review ESR Section D50 and Part 6 Attachment A1, A3, A4, A5, A11, A12, A13, A19, A20, C1, D1, E6, G2, H2, J1for building specific requirements.

13. Site Electrical Utilities:

a) Review ESR Section G40 and Part 6 Attachment A1, A3, A4, A5, A11, A12, A13, A19, A20, C1, D1, E6, G2, H2, J1for building specific requirements.

14. See Room Requirements for finishes.

15. Provide Aircraft Maintenance Bay striping per figure 7-1 and associated notes of UFC 4-211-01.

16. Currently AS3905 has a tri-rail 10,000 lb underhung single girder bridge crane system. Upgrade bridge cranes to 7 ton capacity, one four axis bridge cranes per module three cranes total for AS3905, per UFC 4-211-01. three 14,000 lb bridge cranes. The bridges are to remain single girder configuration. Provide ACCO Work rated hoist. Provide dual trolley drives to prevent travel issues.

a) Cranes are to be four axis underrunning bridge cranes, with ceiling mounted runways, with rigid bar electrification, and pendant control stations, duty service class C minimum.

b) Conduct structural analysis and load calculations to ensure structural integrity is maintained prior to upgrade. to determine if existing structure will support the new crane load.

c) If the structure is inadequate for the new crane load, de-rate crane capacity until structure can support the new bridge crane. Original crane capacity of 5 tons will be the minimum bridge crane capacity acceptable.

d) Provide crane control configuration for flight maintenance:

Bridge Controls: 2 Speed Infinitely Variable

Trolley Controls: 2 Speed Variable Frequency Drive (80 and 20 fpm)

Hoist Controls: 2 Speed Variable Frequency Drive (20 and 4 fpm)

e) Crane System installed shall meet:

NAVFAC P-307: Weight Handling Program Mangement

NAVCRANECEN Instruction 11450.1C Acquistion of Navy Shore Based Weight Handling Equipment

NAVSEA Publication 0989-030-7000: Lifting Standard

National Fire Protection Association 70: National Electric Code

American Society of Mechanical Engineers (ASME) B30.16: Overhead Hoists (Underhung)

ASME HST-4: Performance Standard for Overhead Electric Wire Rope Hoists

ASME B30.17: Cranes and Monorails (With Underhung Trolley or Bridge)

ASME B1.1: Unified Inch Screw threads (UN and UNR Thread Form)

NEMA ICS 8: Industrial Control Systems Crane and Hoist Controllers

ANSI ECMA 15: Cable-less Controls for Electrical Overhead Traveling Cranes

17. Apply water-based high quality Water and Vapor Barrier membrane in Hangar Bay flooring area, prior to applying 5-coat flooring system. Coat Water and Vapor Barrier with enough thickness to achieve Class I impermeable vapor retarder.

18. Provide fuel-resistant resinous flooring 5-coat flooring system in all first deck Hangar Bay and Maintenance spaces per UFC 4-211-01.

a) Roller-applied 100% solids, penetrating epoxy primer followed by two layers of troweled mortar, consisting of 100% solids epoxy and graded aggregates, sealed with a 100% solids epoxy grout coat, to achieve a total nominal floor thickness of 1/4". Two layers of urethane topcoats shall be applied for additional chemical and abrasion resistance. This system shall be applied to the prepared substrate, strictly in accordance with the manufacturer's recommendations.

b) Color will be light gray as is installed in AS4109.

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c) A hard sample of the proposed system shall be submitted to represent the finished floor.

19. Replace all Horizontal Sliding Steel Hangar Bay Doors IAW UFC 4-211-01.

a) Must be individually electric motor operated.

b) Provide each drive unit with a release mechanism to open hangar bay doors during a power failure.

c) Replace hangar door Rails.

20. Provide X3301 Multispectrum IR Flame Detectors manufactured by DetTronics.

a) Provide Detectors with Hangar Mode as the factory default.

b) Control and monitor optical flame detectors from a factory assembled Eagle Quantum Premier fire detection/releasing control unit manufactured by Det-Tronics.

21. Provide bulkhead mounted High Volume, Low Speed (HVLS) Circulating Fans in the hangar bays – designed specifically for hangars.

22. Replace bird intrusion netting in Hangar Bay:

a) The net needs to be located to not interfere with utilities such as fire protection, lighting and crane travel. Each fixture must be accessible without removing the netting.

23. Provide compressed air system with (24) evenly spaced drops in the hangar bay, (1) drop in each Flight Equipment room, (3) drops in each Airframes room and (1) drop in each Clean room. See

ESR D209005.

24. Provide connection for (1) washer and (1) dryer in each flight equipment room.

25. Provide connection for (1) ice maker per hangar module. Ice maker will be located between the stairwell and exterior wall next to the exterior exit door.

26. Provide (6) evenly spaced emergency showers in the Hangar Bay, (1) emergency shower in each Clean room, and (1) emergency shower in each Air Frame shop.

27. Remove and dispose of down draft tables currently installed in the air frames shops.

28. The telephone closets will be expanded and relocated to the 2nd deck. See Attachment A1 and associated ESR’s.

29. Install conduit and pull strings to accommodate the installation of squadron provided intercom systems.

30. Replace all doors, door frames and hardware IAW UFC 4-211-01.

31. Replace all rollup doors with factory-finished galvanized steel coiling doors IAW UFC 4211-01.

32. Renovate heads. See Part 6 Attachment A1.

a) Modernize the toilet rooms and reconfigure as required to provide accessibility per ADA requirements on the first and second floors. Replace all wall and floor tiles to include in shower area, solid surface countertops (ensure that it is coordinated with plumbing specs regarding SS sinks or integral solid surface tops and sinks , vanity cabinets, mirrors, stainless steel integral towel dispenser/trash receptacle, soap dispenser, stainless steel fixtures, flush valve water closets, toilet accessories (stainless steel: tissue dispenser, grab bars, sanitary napkin disposal), phenolic HDPE partitions (floor and ceiling mounted) and stainless steel shower accessories (robe hook, shower rod, soap dispenser and shower shelf). See architectural drawings in Part 6 Attachment A1.

b) Replace all lockers with similar type and identical quantity.

c) Maximize number of fixtures due to efficiencies gained. At a minimum, maintain existing number of fixtures (showers, water closets, urinals).

33. Paint all walls, hard ceilings and exposed structural members, including ductwork and utilities where applicable IAW UFC 4-211-01.

34. Preserve squadron murals to the best extent possible. When preservation impacts renovation quality, contact the Construction Manager for further guidance.

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35. Conduct whole building inspection to include structural system, exterior and interior. Any deficiencies noted and not directed for renovation in this part must be brought to the attention of the Government for decision.

36. Conduct code analysis to ensure compliance with current codes and standards.

C. Full Building Renovation to Building AS4108

1. Provide a design for the identical building layout as per pre-hurricane floor plan with minor changes mentioned below- reference drawings in Part 6 Attachment A1, A6, A7, A8, A14, A15, A16, A17, A21, A22, C1, D1, D4, G3, H3, E6, J2.

2. Fully review this RFP in its entirety, including all attachments and UFC 4-211-01 prior to design start.

3. AS4108 is located inside the Flight Line Access fenced area. Contractor and all employees shall comply with installation and flight line access requirements. Contact the Construction Manager for more information.

4. Within the overall project schedule, commence and complete the work in phases. Coordinate exact scheduling requirements with the contracting officer. The two-thirds of the building that are not under the contractor’s possession will be occupied and will remain in operation. Include in project the necessary provisions for the continued operation of the building throughout the project. When a phase is completed, that area will be occupied in order to vacate an area that will be the next phase of work. Allow 30 days for government transition between phases. Complete each phase of the work as sequenced below:

a) First Phase: Approximately one-third of the building. The North module of the building.

b) Second Phase: Approximately one-third of the building. The Center module of the building.

c) Third Phase: Approximately one-third of the building. The South module of the building.

5. Demolish and replace all interior components of the building and replace IAW UFC 4-211-01 and this RFP.

a) Sheetrock – walls and ceilings.

b) Drop Ceilings.

c) All wall and floor finishes. Replace walls with fire ratings matching Part 6 attachment A1, and finishes per room requirements.

d) Doors.

e) All interior plumbing, electrical and mechanical components.

f) Provide base two weeks notification to remove government owned equipment prior to the start of demolition.

g) Demolish existing plumbing in entirety. Install all new plumbing fixtures, piping, drains, and other items to replace existing items removed.

h) Demolish existing building mechanical systems in entirety.excluding bBoilers, boiler pumps, and infrared heaters in hangar area to remain. Install all new equipment, air distribution, controls, piping, and other systems to replace existing items removed.

6. Furniture:

a) Refer to Inventory Inspection Log in Part 6 Attachment H2

b) Furniture identified as serviceable will be transported to 1212 by the contractor.

c) Properly dispose of furniture identified as unserviceable; Contractor will transport all unserviceable items off-site.

7. Exterior Work:

a) Replace exterior windows.

b) Replace exterior doors and hardware.

c) Replace three (3) metal coiling overhead doors in first floor hangar Air Frame shops.

d) Modify or demolish exterior stairs, railing, concrete pads, loading dock, ramps, roof scuttle etc., as necessary, to comply with current codes and standards.

Part 3 - Page | 16

e) Relocate any sidewalks that conflict with the placement of new Mechanical and/or Electrical Equipment.

f) Concrete repair- repair cracked and spalling concrete on all exterior concrete structures sidewalks, ramps, stairs, roads, concrete pads up to 50 ft from hangar walls. Upgrade sidewalks to meet ADA requirements. Use a bid quantity of 1000 SF.

g) Add rain covers to all exterior doors.

h) Paint Exterior.

8. Roof:

a) The roof to AS4108 was replaced post-hurricane. Coordinate with Public Works to ensure all work for the renovation is in accordance with and does not void the warranty.

9. Plumbing:

a) Review ESR Section D20 and Part 6 Attachment A1, A6, A7, A8, A14, A15, A16, A17, A21, A22, C1, D1, D4, G3, H3, E6, J2 for building specific requirements.

10. HVAC:

a) Review ESR Section D30 and Part 6 Attachment A1, A6, A7, A8, A14, A15, A16, A17, A21, A22, C1, D1, D4, G3, H3, E6, J2 for building specific requirements.

11. Electrical Power and Lighting:

a) Review ESR Section D50 and Part 6 Attachment A1, A6, A7, A8, A14, A15, A16, A17, A21, A22, C1, D1, D4, G3, H3, E6, J2 for building specific requirements.

12. Site Electrical Utilities:

a) Review ESR Section G40 and Part 6 Attachment A1, A6, A7, A8, A14, A15, A16, A17, A21, A22, C1, D1, D4, G3, H3, E6, J2 for building specific requirements.

13. See Room Requirements for finishes.

14. Provide Aircraft Maintenance Bay striping per figure 7-1 and associated notes of UFC 4-211-01.

15. Currently AS4108 has a single patented track monorail running the length of the building. Upgrade bridge cranes to 5 ton capacity, one four axis bridge cranes per module three cranes total for AS4108, per UFC 4-211-01. four (4) individual 14,000 lb track underhung (ceiling supported) crane systems. Each crane would cover one-fourth (1/4) of open hanger space – running parallel with the hanger door. The bridges would need to be underhung double girder with underhung motorized trolley with fixed mounted ACCO Work Rated electric wire rope hoist tucked up between the bridge girders, this allows for maximum lift.

a) Cranes are to be four axis underrunning bridge cranes, with ceiling mounted runways, with rigid bar electrification, and pendant control stations, duty service class C minimum.

b) Conduct structural analysis and load calculations to ensure structural integrity is maintained prior to upgrade. to determine if existing structure will support the new crane load.

c) If the structure is inadequate for the new crane load, de-rate crane capacity until structure can support the new bridge crane. Original crane capacity of 2 tons will be the minimum bridge crane capacity acceptable.

d) Provide crane control configuration for flight maintenance:

Bridge Controls: 2 Speed Infinitely Variable

Trolley Controls: 2 Speed Variable Frequency Drive (80 and 20 fpm)

Hoist Controls: 2 Speed Variable Frequency Drive (20 and 4 fpm)

e) Crane System installed shall meet:

NAVFAC P-307: Weight Handling Program Mangement

NAVCRANECEN Instruction 11450.1C Acquistion of Navy Shore Based Weight Handling Equipment

NAVSEA Publication 0989-030-7000: Lifting Standard

National Fire Protection Association 70: National Electric Code

Part 3 - Page | 17

American Society of Mechanical Engineers (ASME) B30.16: Overhead Hoists (Underhung)

ASME HST-4: Performance Standard for Overhead Electric Wire Rope Hoists

ASME B30.17: Cranes and Monorails (With Underhung Trolley or Bridge)

ASME B1.1: Unified Inch Screw threads (UN and UNR Thread Form)

NEMA ICS 8: Industrial Control Systems Crane and Hoist Controllers

ANSI ECMA 15: Cable-less Controls for Electrical Overhead Traveling Cranes

16. Apply water-based high quality Water and Vapor Barrier membrane in Hangar Bay flooring area, prior to applying 5-coat flooring system. Coat Water and Vapor Barrier with enough thickness to achieve Class I impermeable vapor retarder.

17. Provide fuel-resistant resinous flooring 5-coat flooring system in all first deck Hangar Bay and Maintenance spaces per UFC 4-211-01.

a) Roller-applied 100% solids, penetrating epoxy primer followed by two layers of troweled mortar, consisting of 100% solids epoxy and graded aggregates, sealed with a 100% solids epoxy grout coat, to achieve a total nominal floor thickness of 1/4". Two layers of urethane topcoats shall be applied for additional chemical and abrasion resistance. This system shall be applied to the prepared substrate, strictly in accordance with the manufacturer's recommendations.

b) Color will be light gray as is installed in AS4109.

c) A hard sample of the proposed system shall be submitted to represent the finished floor.

18. Replace all Horizontal Sliding Steel Hangar Bay Doors IAW UFC 4-211-01.

a) Must be individually electric motor operated.

b) Provide each drive unit with a release mechanism to open hangar bay doors during a power failure.

c)…