Building1016_Part3_Ch1-3_Revised.pdf

Repair Building Envelope and Interior Finishes, Building 1016 WO # N40085-19-F-6948 Building 1016, Cherry Point, North Carolina

Part 3 – CHAPTER 1 - Page 355 06/12/2020

CHAPTER 1.0 - PROJECT DESCRIPTION

Building 1016 is an existing single-story 140,238 square foot serving as a warehouse for several user groups: FRC East, MAGS-14, and MALS-14. Hurricane Florence caused significant damage to Building 1016 including envelope, second floor spaces, and interior damages.

The intent of this project is to create a Design-Build Request for Proposal (RFP) to address the damages caused by Hurricane Florence and include the repair and complete renovation of Building 1016. This will include replacement of the existing roofing, canopy with metal column support, select interior walls, renovation of existing second floor spaces, addition of a second floor space, floor coverings, ceilings, lighting, HVAC system, dust collection system, furnishings, windows, doors (man doors and roll-up doors), metal exterior stairs, two (2) metal roof ladders (east and west ends), asphalt parking, replacement of concrete loading docks, gutters and downspouts, exterior building and site lighting, and all utilities serving the building. Kardex Vertical enclosed component storage system is not part of project, no longer planned for future installation.

Building 1016 gross area will be increased to 152,122 square feet due to the addition of a new second floor space area. The roof line area will increase by 26,942 sf due to the addition of a roof over the loading docks.

Final design for the site layout should include pavement design, seven (7) sets of stairs with adjacent pedestrian ramps, the most efficient parking lot layout, single fork lift ramp, single dock with stairs, and the most effective 3-tier (2) docks configuration to accommodate WB-52 trailers. Dock areas to be designed for sufficient maneuverability and safety per OSHA standards for fork lifts. Design shall include new utilities to serve the building from the water and sanitary sewer main lines. Fire hydrants, post indicator valves and fire department connections are to be relocated, removed, and/or replaced. The existing dust collection system is to be removed and replaced with a new dust collection system.

Work will be phased with the temporary relocation of certain user groups: FRC East (may already be relocated), IMRL, MAGS-14, MALS-14. Laydown areas and construction shall be completed as to facilitate parking and movement of people to phased areas.

Temporary use of MILVANs will be provided to house personnel during phasing.

The MILVAN exact site adjacent to building 1016 will be coordinated between the contractor, FRC East, IMRL, MAGS-14, and MALS-14. Electrical hook-up connections for the MILVANs will be provided based on MILVAN locations and quantity as part of this contract. Provide a 208/120V, single phase, 225A connection to each MILVAN. Final connection requirements shall be coordinated with the government prior to finalizing the design.

6th Avenue is currently a two-way street. Plans by others are to convert 6th

Part 3 – CHAPTER 2 - Page 357 06/12/2020

CHAPTER 2.0 - PROJECT OBJECTIVES

2.1 Mission Statement

The mission of this project is to completely renovate the existing facility and maximize parking to provide a safe and comfortable working environment for personnel.

2.2 Facility Function

Function of this facility is to receive, house, package, and ship material to other facilities.

Loading docks are located on the north and south side of the building. Roll-up doors are located on the north and south side of the perimeter walls.

Wood working including cutting of wood is performed within the building for the packaging of material for transportation. Bay D dust collection system shall be installed.

A variety of trucks access this building loading docks for the transportation of material.

6th Avenue to be converted to one-way street (separate project). Timeframe for one-way conversion may be during building 1016 work.

Building 1016 is required to function 24-hrs a day.

2.3 Facility Occupation Classification

The renovated facility is classified as Group S-1 Storage Occupancy with Accessory Business per the IBC and the NFPA 101. Since the existing building is a one-story Type II-B facility greater than 15,000-sf, an automatic sprinkler system is required to be provided (UFC 3-600-01 §9-7.2.1). Since the facility is classified as a high occupancy building and is sprinklered, a fire alarm/mass notification system is required (UFC 3-600-01 §9-18.6.1, LSC

§38.3.4.1, & UFC 4-010-01 §1-9.1).

2.4 Project Specific Priorities

2.4.1 Sustainable Design and Construction

Design and construct project to comply with sustainability requirements identified in Part 2 Section 01 33 29.05 20, Sustainability Reporting for Design-Build. Additional specific sustainability requirements are found in RFP Part 2, Part 3, and Part 4 sections.

Part 3 – CHAPTER 2 - Page 358 06/12/2020

Design and construct project in accordance with UFC 1-200-02, High Performance and Sustainable Building Requirements.

2.4.2 Storm Water Management - Low Impact

Development (LID)

Comply with UFC 3-210-10, Low Impact Development and FC 1-300-09N Navy and Marine Corps Design Procedures. Additional specific LID and stormwater management requirements are found in RFP Parts 3 and 4, Section G30. In addition to LID, comply with State and Local stormwater regulations.

Major renovation projects are defined as having a storm water component and exceeding $5 million and major construction projects are defined as exceeding $750,000.

If a project has a footprint (consisting of building, sidewalks, and parking) of over 5,000 square feet and does not maintain the predevelopment hydrology to the maximum extent technically feasible (METF), these constraints must be documented on the NAVFAC Sustainable Energy Data Record Card (NSEDRC) and approved by the Government’s Civil Technical Discipline Coordinator. The NSEDRC can be found at:

http://www.wbdg.org./ffc/navy-navfac/sustainable-development-program.

If LID is not implemented to the METF as defined in UFC 3-210-10, a waiver must be obtained from the Regional Engineer. Coordinate waiver review and approval with the Government's Civil Technical Discipline Coordinator (TDC). Additional specific LID and stormwater management requirements are found in RFP Parts 3 and 4, Section G30.

These policies are in addition to State or Local storm water management program permit requirements. The Designer of Record (DOR) must balance all requirements, Federal, State, Local and the above stated policies and acquire required regulatory permits when managing storm water generated.

Site will require evaluation of stormwater permit by Designer of Record.

2.4.3 Energy Efficiency

The Energy Policy Act of 2005 (Public Law 109-58) and the Energy Independence and Security. Act of 2007 requires continued energy reduction in the federal sector. To pursue these requirements, this project will increase energy efficiency and provide peak performance to meet varying demand loads from the facilities.

Incorporate energy efficiency in accordance with UFC 1-200-02, High

Part 3 – CHAPTER 2 - Page 361 06/12/2020

Supply SMD: 10 Supply DSU: 5 Supply OMD OICs &

CACI: 4

Supply SPAD & AASO &

ASC & ASO: 5

2.7 Special Design Challenges

Building 1016 will be constructed in phases with staff temporarily shifted into MILVANs. Electrical connectivity to be provided by the contractor. MILVANs to be located adjacent to building 1016.

Various staff will remain, and sections of the building will remain in operation with regular business hours (as stated in Part 3. Chapter 2, 2.6.2) during construction. Parking, pedestrian access, and egress shall be maintained throughout the entire construction period for the normal operation of these sections of the building. Construction shall take place bay-by-bay to allow staff to shift operations to non-construction bays.

Access to adjacent facilities shall not be blocked at any time.

Disruption to existing utilities serving building 1016 shall be performed in a manner to minimize impact to the occupied areas of the building. Disruptions shall be planned and coordinated with the user groups: FRC East, IMRL, MAGS-14, MALS-14 of building 1016. A minimum of a two-week notice shall be provided by the contractor to the project manager prior to any utility disruptions.

Temporary generators shall be provided to building 1016 to prevent disruption of electrical service to occupied areas during construction.

Construction logistics shall account for smooth operation of the adjacent roadways/facilities during construction.

2.8 Adaptability and Flexibility

The shifting of the user groups: IMRL, MAGS-14, MALS-14 to the temporary MILVANs shall be coordinated at a minimum of one-month in advance of anticipated need for temporary relocation.

2.9 Permitting

Permitting will be required for Stormwater, Sedimentation & Erosion Control (S&EC), and Water Main. Permits to be issued by the North Carolina Department of Environmental Quality (NCDEQ). MCAS Cherry Point Engineering Department will review stormwater plans and calculations, Part 3 – CHAPTER 3 - Page 364 06/12/2020

3.1.5 Pedestrian Access

Pedestrian access is available via existing metal stairs located at various locations on the north and south sides of the building.

Currently there are no ramp accessible entrances to the building.

3.2 Site Development Requirements

3.2.1 Site Civil

This project will repair and renovate the existing parking area on the north side of the building. New asphalt and concrete paving are proposed on the south side of the building. Repair to the north side will include mill and overlay of asphalt, new striping, and additional parking. New pedestrian pathways with accessible parking/accesses to the building will be provided on the north and south sides of the building.

Preparation of the site includes demolition of existing pavement and select structures.

No additional landscaping will be provided as a part of this project.

Final design for the site layout should include pavement design, the most efficient parking lot layout, and most effective 3-tier (2) docks configuration to accommodate WB-52 trailers. Dock areas to be designed for sufficient maneuverability and safety per OSHA standards for fork lifts.

Existing loading docks on the north and south sides shall be demolished and replaced.

Building roof shall extend over existing north and south docks and also the new 3-tier (2) docks layout for the accommodation of the WB-52 trailers.

For additional information see Part 3 Chapter 6 – G20 “Site Preparation” and G-20 “Site Improvements”.

Project will also include the development of an on-site electrical hook-up for MILVANs. The MILVANs are to be provided by MCAS Cherry Point and located adjacent to building 1016. The quantity of MILVANs will be based upon the amount off displaced staff and needs at that time. Anticipate a minimum of 4 MILVANs at any time to be needing electrical hookup. Location will be dependent upon outside construction scheduling and staff displacement. Anticipate that the MILVANs may need to be relocated from front and rear parking areas as work progresses outside.

Part 3 – CHAPTER 3 - Page 365 06/12/2020

3.2.2 Utilities

Existing utilities that serve the building will be replaced with new service lines to the mains. Utilities will include fire lines and post indicator valves (PIV’s), domestic water services, domestic sanitary sewer serves, underground roof drain leaders, and secondary electrical lines from transformer. The new PIV’s and above grade utilities are to be located as to minimize impact to the new parking lot layout.

Temporary generators shall be provided to building 1016 to prevent disruption of electrical service to occupied areas during construction.

Project will also include the development and installation of a on-site electrical hook-up to/from a transformer for MILVANs. Connection shall be located per coordination with building 1016 user groups: IMRL, MAGS- 14, MALS-14 per the MILVAN anticipated set up locations. Electrical connection to be positioned out of the way of building functioning areas for permanent location. The MILVANs are to be provided by MCAS Cherry Point and located adjacent to building 1016. Electrical connection shall remain at completion of project.

No utility survey information is available. Contractor shall perform utility survey for design.

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