1614720_P1035 OPR.pdf
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- Solicitation number
- N4008521R2507
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This document outlines the requirements for an indefinite-delivery, indefinite-quantity multiple award construction contract to provide large general construction projects primarily in the Hampton Roads Area of Responsibility in Virginia. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command for design-build or design-bid-build projects. Awards will be made to multiple awardees, who will then compete for task orders for construction services that include facilities such as the corrosion control and paint facility described in the owner's project requirements. Task orders will have individual response due dates and award dates. Pricing will be obtained through competitive proposals for each task order. The contract has no set-aside designations and aims to utilize federal incumbent contractors to complete projects efficiently for Navy bases in the Hampton Roads region of Virginia.
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NAVFAC MID ATLANTIC
Owner’s Project Requirements (OPR)
FOR REFERENCE ONLY – NOT A CONTRACT DOCUMENT
Corrosion Control & Paint Facility
Naval Station Norfolk, Norfolk, Virginia
FY21 MCON P-1035
eProjects Work Order No.: 1614720
Date: 15 September 2020
CN# 8473
Corrosion Control and Paint Facility eProject Work Order No. 1614720
Naval Station Norfolk, Norfolk, VA
OPR TABLE OF CONTENTS
1. OWNER AND USER REQUIREMENTS
a. Primary Purpose, Program, and Use
b. Project History
c. Broad Goals
2. CODES, STANDARDS, AND CRITERIA
a. Landscape
b. Structural
c. Architectural
d. Plumbing
e. Mechanical
f. Electrical
g. Fire Protection
3. ENVIRONMENTAL AND SUSTAINABILITY GOALS
a. Guiding Principles Goals
b. Other
4. ENERGY EFFICIENCY GOALS
a. Goals/Policy
b. Systems and Feature Energy Impact
5. INDOOR ENVIRONMENTAL QUALITY REQUIREMENTS
a. Admin Spaces
b. Issue Room
c. Corridors
d. Restrooms
e. Telecommunications Rooms
f. Storage Rooms
g. Mechanical Rooms
h. Electrical Room
i. Break Rooms
k. Wash Bay
l. Paint Bay
m. Paint Mixing
n. Locker Rooms
o. Tool Crib
6. EQUIPMENT AND SYSTEM EXPECTATIONS
a. Critical Systems
b. Civil Systems
c. Cathodic Protection Systems
d. Structural Systems
e. Antiterrorism Systems
f. Architectural Systems
g. Building Roof Systems
h. Facility Hangar Doors
i. Building Envelope/Air Barrier Systems
j. Fire Alarm/Mass Notification Systems
k. Fire Suppression Systems
l. Domestic Hot Water Systems
m. Plumbing Equipment
n. Compressed Air Equipment
o. Wastewater Collection and Treatment System
p. HVAC Systems
q. Lighting Systems
r. Lightning Protection System
s. On-site Power System
7. BUILDING OCCUPANT AND O&M PERSONNEL REQUIREMENTS
a. Facility Operation
b. UMCS (EMCS or FMCS)
c. Occupant/O & M Staff Training and Orientation
d. Warranty Requirements
e. PVT Requirements
8. COMMISSIONING
9. OPR VERSION HISTORY
1. OWNER AND USER REQUIREMENTS
a. Primary Purpose, Program, and Use
Project P-1035 will provide a three-bay hangar facility in support of depot level
Planned Maintenance Interval requirements for the MH-60R/MH-60S and V-22 aircraft. This single-story building will consist of 53,585 total gross square feet. The high bays consist of a Plastic Media Blasting (PMB) Bay, a Paint Bay, and a Wash Rack
Bay. While the Paint Bay and the Wash Rack Bay will serve both series of aircraft; the
PMB Bay will only serve the MH-60 aircraft series. Each bay is supported by several ancillary spaces, either directly accessible or adjacent to the bay itself.
b. Project History
The existing V-146 facility is a 2004 converted warehouse that is being utilized by
Fleet Readiness Center Mid-Atlantic (FRCMA) for washing, plastic media blasting
(PMB) and painting of MH-60RS (Seahawk helicopter) air frames. The 1970 building, located on the seawall at Naval Station Norfolk, is inadequate and sub-standard for the current facility functions and will not support the proposed up-graded maintenance functions for these air frames.
c. Broad Goals
• Provide a facility utilized by Fleet Readiness Center Mid-Atlantic (FRCMA) for washing, plastic media blasting (PMB) and painting of MH-60RS (Seahawk helicopter) and CMV-22B (Osprey) air frames.
• Future Expansion: Not Anticipated
• Quality of Materials: Materials chosen for durability and are intended for a minimum of 50-year life span
• Anticipated Operational Costs: Unknown
• The design must be fit for construction.
• The design and construction must be commissionable.
• The commissioned equipment and systems must be reliable, operational and maintainable.
• Provide a new, non-leaking facility above the 100-year flood plain, sized for current and proposed operations with adjacency to Building V-147 that provides the basic facility requirements for the spaces as outlined herein.
• Project site has contaminated soil (heavy metals from plating process): Per the
Environmental Office, vapor intrusion mitigation with a passive venting system with testing portals/active emergency exhaust is not required. Provide for containerized dewatering and disposal of contaminated soils during construction
• Incorporate cathodic protection for underground utilities in the design.
• Environmental Air Permits are required (to be updated by MIDLANT).
• Address Antiterrorism (AT) with new design: Note that most of the facility (high bays) is considered “low occupancy” and is not subject to the current antiterrorism requirements.
• Incorporate fall protection and work platforms into new design.
• Provide an underfloor PMB recovery system and protection from weather for disposal of the drums below the dust collectors.
• Attempt to “celebrate” the stacks, HVAC equipment in the building exterior design
• Provide a comprehensive Acoustical Study (both exterior and interior noise) for the facility and include testing as part of the construction package.
• Incorporate Cybersecurity requirements into the design, including HVAC/DDC controls, electrical power and lighting controls, fire alarm/mass notification system, AMI metering and specialty systems.
• GBI “Guiding Principles” compliance with Third Party Certification.
• Provide for Third Party Commissioning of building/systems in accordance with
UFC 1-200-02 and Guiding Principles.
• Provide design/bid/build documents for competitive bidding by 01 September
2020 within budget and/or with bid options identified.
• Provide a System Manual for the owner’s use at completion of commissioning
• Estimated construction completion date 30 April 2023.
d. Budget Considerations and Limitations
Total authorized funding for the FY21 project is $60,200,000, with an estimated construction cost (ECC) of $53,387,447. The project “design to” goal is 90% of the
ECC ($48,048, 702) with bid options identified with the final design package.
Mod P00002 to the A/E contract (not executed as of the date of this document) indicates reduced funding: Program Amount, total authorized funding reduced to
$60,000,000. Estimated construction cost (ECC) is thereby reduced to $53,209,893;
and the project “design to” goal is 90% of the ECC ($47,888,903), with bid options identified with the final design package.
e. Design Assumptions
i. Facility designed for 3-step process of primer (base coat) + intermediate
(“sticky”) coat + final coating. Intent is for final coat to be removed, the intermediate coat to be patched and the final coat to be replaced. This is a new process and no examples are available for review/design guidance.
This design is based on this logic.
ii. Facility design is based on similar Corrosion Control Hangar at New River, NC; however, that facility only has wash rack and PMB functions and no painting application.
iii. Building life expectancy is 50 years.
2. CODES, STANDARDS, AND CRITERIA
a. Landscape
Installation Appearance Plan
UFC 4-010-01, DoD Minimum Antiterrorism Standards for Building
UFC 3-201-02, Landscape Architecture
b. Structural
UFC 1-200-01 DoD Building Code (8 Oct 2019)
UFC 3-301-01 Structural Engineering (1 Oct 2019)
UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (12 Dec 2018)
UFC 4-211-02 Aircraft Corrosion Control and Paint Facilities (1 Dec 2012)
ASCE 7-16 Minimum Design Loads for Buildings and Other Structures
c. Architectural
Architectural Barriers Act (ABA) Standards (2015)
ASHRAE 189.1-2014
International Building Code (2018)
NFPA 101 Life Safety Code (2018)
UFC 1-200-01 DoD Building Code (8 Oct 2019)
UFC 3-101-01 Architecture (28 Nov 2011)
UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (12 Dec 2018)
UFC 4-211-02 Aircraft Corrosion Control and Paint Facilities (1 Dec 2012)
Uniform Federal Accessibility Standards (UFAS)
d. Plumbing
UFC 1-200-01 DOD Building Code (8 Oct 2019)
UFC 1-200-02 High Performance and Sustainable Building Requirements (with
Change 3, 7 September 2018)
UFC 3-420-01 Plumbing Systems (with Change 10, 26 October 2015)
UFC 3-420-02FA Compressed Air (with Change 1, 1 December 2007)
UFC 3-570-01 Cathodic Protection (with Change 1, 14 January 2019)
UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (12 December
2018)
International Building Code, 2018
International Mechanical Code, 2018
International Plumbing Code, 2018
NFPA 54-2015 National Fuel Gas Code
NFPA 101-2018 Life Safety Code
ASHRAE 90.1-2013 Energy Standard for Buildings except Low-Rise Residential
Buildings
ASHRAE 2007 Handbook Chapter 49 Service Water Heating
Energy Policy Act of 2005
Energy Independence and Security Act of 2007
Executive Order 13693
Uniform Federal Accessibility Standards (UFAS) and Architectural Barrier Act (ABA)
OSHA CFR 1910.134(i) Breathing Air Quality and Use
e. Mechanical
UFC 1-200-02 High Performance and Sustainable Building Requirements (with
Change 3, 7 September 2018)
UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (12 Dec 2018)
UFC 3-400-02 Weather Data (20 September 2018)
UFC 3-410-01 HVAC (with Change 4, 1 November 2018)
UFC 3-410-04 Industrial Ventilation (13 December 2017)
UFC 4-211-02 Aircraft Corrosion Control and Paint Facilities (01 December 2012)
UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (12 December
2018)
ACGIH Industrial Ventilation (29th Edition)
ASHRAE Standard 15-2016 (Refrigeration Systems)
ASHRAE Standard 62.1-2013 (Ventilation Standard)
ASHRAE Standard 90.1-2013 (Energy Standard)
Energy Policy Act (EPACT) 2005
Energy Independence & Security Act (EISA) 2007
International Building Code, 2018
International Mechanical & Energy Code, 2018
NFPA 30-2018 Flammable and Combustible Liquids Code
NFPA 33-2018 Standard for Spray Application using Flammable or Combustible
Liquids
NFPA 101-2018 Life Safety Code
f. Electrical
UFC 3-501-01 – Electrical Engineering, October 2015
UFC 3-520-01 – Interior Electrical Systems, October 2015
UFC 3-530-01 – Design: Interior, Exterior Lighting and Controls, with Change 3, June
UFC 3-540-01 – Engine-Driven Generator Systems for Backup Power Applications, August 2014
UFC 3-550-01 – Exterior Electrical Power Distribution, with Change 1, March 2017
UFC 3-560-01 – Electrical Safety, O&M, July 2017
UFC 3-575-01 – Lightning and Static Electricity Protection Systems, July 2012
UFC 3-580-01 – Telecommunications Interior Infrastructure Planning and Design, with Change 1, June 2016
UFC 4-020-01 – DoD Security Engineering Facilities Planning Manual, September
NFPA 70 – National Electrical Code, 2017 Edition
NFPA 101 – Life Safety Code, 2018 Edition
NFPA 780 – Standard for the Installation of Lightning Protection Systems, 2017
Edition
IESNA Lighting Handbook, 10th Edition.
ASHRAE/IESNA Standard 90.1, 2013
IEEE National Electrical Safety Code 2017
g. Fire Protection
UFC 3-600-01 (Change 3, 10 May 2019) Fire Protection Engineering for Facilities
UFC 4-010-01 (12 Dec 2018) DoD Minimum Antiterrorism Standards for Buildings
UFC 4-021-01 (Change 1, 1 Jan 2010) Design and O&M: Mass Notification Systems
UFC 4-211-02 Aircraft Corrosion Control and Paint Facilities (1 Dec 2012)
International Building Code (2018)
NFPA 13 (2019) Sprinkler Systems
NFPA 33 (2018) Spray Application Using Flammable or Combustible Materials
NFPA 72 (2019) National Fire Alarm and Signaling Code
NFPA 90A (2018) Installation of Air Conditioning and Ventilating Systems
NFPA 101 (2018) Life Safety Code
NFPA 400 (2016) Hazardous Materials Code
NFPA 409 (2016) Aircraft Hangars
Factory Mutual Data Sheet 07-73 “Dust Collectors and Collection Systems” (October
2016)
3. ENVIRONMENTAL AND SUSTAINABILITY GOALS
a. Guiding Principles Goals
The goal for this project is to achieve Guiding Principles Compliance, in accordance with the Green Building Initiative’s Guiding Principles Certification. The owner expects to incorporate a sustainable design that reduces the impact on the environment, reduces energy consumption, and creates savings over the life of the project.
b. Other
This project should be designed with the intent of maximizing the use of sustainable design and development practices. Sustainable principles should be integrated into the design, development, and construction of the project in accordance with all federal mandates (such as but not limited to UFC 1-200-02 High Performance and
Sustainable Building Requirements, EPAct’05, EISA 2007, HPSB Guidelines 08, Executive Orders (E0 13514)). Solutions which conserve energy, improve livability, and can be justified by Life Cycle Cost Analysis (LCCA) as cost effective are to be utilized. All system selections are to be made and justified through a LCCA process.
4. ENERGY EFFICIENCY GOALS
a. Goals/Policy
Energy targets for the project are set by UFC 1-200-02 High Performance and
Sustainable Buildings Requirements and Guiding Principles.
UFC 1-200-02 requires compliance with ASHRAE 90.1-2013. Overall building energy consumption 30% or more below an ASHRAE 90.1-2013 baseline building is required where life cycle cost effective. UFC 1-200-02 also states that “If none of the reduction choices is life-cycle cost-effective, modify the design of the proposed building system(s) to achieve an energy consumption level at the highest level of energy efficiency that is life-cycle cost-effective.”
Based on the energy model, the current projection is 5.02% energy reduction over the baseline system. This is due to the high process load that the ventilation and exhaust requirements of these spaces, and the explosion-proof requirements of the equipment.
b. Systems and Feature Energy Impact
• Building envelope systems meet or exceed ASHRAE 90.1-2013 minimum energy performance requirements
• Interior and exterior lighting systems use high performance LED lamps.
• The mechanical system was selected based on detailed life cycle cost comparison with a 40-year study period.
5. INDOOR ENVIRONMENTAL QUALITY REQUIREMENTS
a. Admin Spaces
i. Intended Use: Office Space
ii. Occupancy Schedule: 0600 – 2300 Monday through Friday
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating)
Lighting levels: 40 FC
iv. Occupant Lighting System Control Ability:
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
vi. Type of Lighting: LED direct/indirect volumetric troffer
vii. After-hour Use Accommodation: TBD
b. Issue Room
i. Intended Use: Equipment, supplies discharge
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating)
Lighting Levels: 40 FC
iv. Occupant Lighting System Control Ability:
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
c. Corridors
i. Intended Use: Corridor
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating)
Lighting Levels: 5 FC
iv. Occupant Lighting System Control Ability:
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
vi. Type of Lighting: LED troffers
d. Restrooms
i. Intended Use: Restroom
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating)
Lighting Levels: 5 -0 15 FC
iv. Occupant Lighting System Control Ability:
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
vi. Type of Lighting: LED linear
e. Telecommunications Rooms
i. Intended Use: Telecommunications Room
ii. Occupancy Schedule: Unoccupied
iii. Environmental Requirements: 74 °F (cooling), 70 °F (heating)
Lighting Levels: 50 FC
iv. Occupant Lighting System Control Ability: Lighting control – manual wall switches on/off.
v. Occupant Temperature System Control Ability: Local temperature control at unit controls.
vi. Type of Lighting: LED industrial
f. Storage Rooms
i. Intended Use: Storage Room
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating)
Lighting Levels: 10 FC
iv. Occupant Lighting System Control Ability: Lighting control – occupancy wall switches on to 50%, vacancy auto-off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
vi. Type of Lighting: LED lensed troffer
g. Mechanical Rooms
i. Intended Use: Mechanical Equipment Room
iii. Environmental Requirements: 10 °F above ambient (cooling), 55 °F (heating)
Lighting Levels: 20 FC
iv. Occupant Lighting System Control Ability: Lighting control – manual wall switches on/off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
h. Electrical Room
i. Intended Use: Electrical Equipment Room
iii. Environmental Requirements: 85 °F (cooling), 55 °F (heating)
Lighting Levels: 20 FC
iv. Occupant Lighting System Control Ability: Lighting control – manual wall switches on/off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system for the first-floor electrical room and the second-floor electrical room has local temperature control at unit controls.
i. Break Rooms
i. Intended Use: Break Room
ii. Occupancy Schedule: As needed
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating)
Lighting Levels: 15 FC
iv. Occupant Lighting System Control Ability: Lighting control – manual wall switches on/off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
j. PMB Bay, Blast Media system
i. Intended Use: Air Frame Blasting and Media Storage Room
iii. Environmental Requirements: 10 °F above ambient (cooling), 55 °F (heating)
Lighting Levels: 30 FC
iv. Occupant Lighting System Control Ability: Lighting control – occupancy wall switches on to 50%, vacancy auto-off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
k. Wash Bay
i. Intended Use: Indoor airframe washing area
iii. Environmental Requirements: 10 °F above ambient (cooling), 55 °F (heating)
Lighting Levels: 50 FC
iv. Occupant Lighting System Control Ability: Lighting control – occupancy wall switches on to 50%, vacancy auto-off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
l. Paint Bay
i. Intended Use: Airframe paint spray application, curing
iii. Environmental Requirements: 85 °F (cooling), 65 °F during painting
(heating) / 80 °F during curing (heating), 35 - 65% RH
Lighting Levels: 30 FC
iv. Occupant Lighting System Control Ability: Lighting control – occupancy wall switches on to 50%, vacancy auto-off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
m. Paint Mixing
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating), 45% RH
Lighting Levels: 40 FC
iv. Occupant Lighting System Control Ability: Lighting control – occupancy wall switches on to 50%, vacancy auto-off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
n. Locker Rooms
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating), 45% RH
Lighting Levels: 15 FC
iv. Occupant Lighting System Control Ability: Lighting control – occupancy wall switches on to 50%, vacancy auto-off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
o. Tool Crib
iii. Environmental Requirements: 78 °F (cooling), 68 °F (heating), 45% RH
Lighting Levels: 40 FC
iv. Occupant Lighting System Control Ability: Lighting control – occupancy wall switches on to 50%, vacancy auto-off.
v. Occupant Temperature System Control Ability: Temperature set points are locked and controlled through the DDC system.
6. EQUIPMENT AND SYSTEM EXPECTATIONS
a. Critical Systems
The following are identified as “critical” systems and require review and approval by the NAVFAC Acceptance Group as part of the commissioning process per their definition of “acceptance”. These systems are described herein (along with their design criteria) and are:
1. HVAC (including DALT, TAB, PVT testing and interface of controls with the cybersecurity requirements)
2. Electrical (including generator sets, automatic transfer switches, cathodic protection and transformers)
3. Fire Protection/Life Safety Systems
4. Roofing and roof drainage systems
b. Civil Systems
There are no systems associated with the grading, paving and utility sitework for this project. The only permanently installed equipment is a manufactured filtering device in an off-line configuration on the storm drainage system serving the apron pavement. The device must be inspected and cleaned as necessary based on the manufacturer’s recommended inspection and maintenance guidelines. Maintenance will include removing accumulated sediment and debris, rinsing and/or replacement of filter cartridges.
c. Cathodic Protection Systems
There are a number of underground utilities associated with this project: a short natural gas line that taps off the existing line that runs past the building, rerouted
15”, 18”, and 24” storm drain piping, water service lines, a steam line, and sanitary sewer lines.
Soil was tested by a third party, and the resistivity was found to range between 3300 and 5100 ohm-cm with a pH of 8.1-8.2. The sulfate and chloride levels were found to be low (between 62-69 ppm not detectable respectively). This classifies the soil as having mild corrosion potential.
According to UFC 3-570-01, certain lines require cathodic protection on metallic components regardless of the soil resistivity. In this project, the lines that fall under this criteria are the natural gas line, water service lines, and metallic (cast iron) industrial waste and sanitary waste piping underneath the building slabs. This also includes metallic components on non-metallic lines, such as the fire hydrant.
The unstable soils on this site have required some design considerations that also must be addressed with cathodic protection. The cast iron piping under the building must be supported at five-foot intervals over its entire length. Since the pipe supports are an integral part of the piping design and are critical components associated with the under-slab cast iron, they have been included in the cathodic protection design.
Requirements on all other lines; the storm drains, steam line, and sanitary sewer lines, are at the discretion of the designer whether or not it is economically feasible to install cathodic protection on the metallic components. Due to the mild corrosion nature of the soil in the area as well as the materials selected on these lines, at this time it does not seem economically necessary to provide cathodic protection to these portions of these lines.
The cathodic protection requirement includes any metallic fittings on restrained piping, as well as the fire hydrant/valve assemblies or any under slab piping and valve assemblies. Each metallic assembly not under the building slab will require individual anodes, or in some cases, multiple anodes combined with a test facility
(test station) and a connection wire/cable to each fitting. If necessary, in areas where there are multiple metallic fittings in close proximity, anodes and structure leads can be terminated in the same test station.
Bond Cables will be run from each metallic assembly for the corresponding test station, and the components will be bonded to the anode header cable(s) in the test station. This will minimize the number of required test stations while still allowing the individual components to be tested for cathodic protection levels.
It is important that the anodes are buried below the fittings in native soil if possible, or as a minimum, in the soil layers with permanent moisture levels. This is usually about 12” below the bottom of the fitting or hydrant assembly.
All metallic fittings and under slab cast iron piping has been specified to have a 35-mil polyethylene backed butyl rubber tape coating. This serves two purposes: first to separate the piping from the soil electrolyte and, second to reduce the bare surface area of the pipe to a minimum so that its current requirement for protection is reduced to a manageable level.
The anodes chosen for this design (other than the pipe support hanger anodes) are all 17 lb high potential magnesium anodes (Type 17D3).
Nine-pound anodes (Type 9D3) will be added to each pipe support to provide protection to the steel hangers. In addition, an FRP pipe shield shall be installed between the pipe and the hanger to keep the pipe isolated from the hanger and to protect the integrity of the coating.
Performance Requirements:
Provide cathodic protection to metallic underground utilities in accordance with UFC
3-570-01 and NACE SP1069 – Control of External Corrosion on Underground or
Submerged Metallic Piping Systems.
Operation and Maintenance:
i. Initial Baseline Potentials: After backfill of the pipe, but prior to the connection of the anodes, the static potential-to-soil of the pipe shall be measured.
ii. Initial Anode Output: As the anodes or groups of anodes are connected to the pipe, measure the current output of each anode (or anode group).
iii. Potential Measurements: Upon completion of the installation and with the entire cathodic protection system in operation, electrode potential measurements shall be made using a copper-copper sulfate reference electrode and a direct current voltmeter. Potentials shall be taken at locations identical to the baseline test.
iv. Annual Potential Measurements: Potential measurements shall be repeated on an annual basis in order to ensure continued performance of the cathodic protection systems.
d. Structural Systems
Load-bearing masonry and precast concrete walls provide a durable structure for this industrial facility. Due to settlement concerns, the building and ground floor slab are supported on deep pile foundations. Structural steel and open-web steel bar joists frame the roof. Metal roof deck acts as a diaphragm, distributing lateral loads to the shear walls and foundation.
e. Antiterrorism Systems
Inhabited portions of the building must comply with UFC 4-010-01 Chapter 3
Standards. An unobstructed space must be provided around the inhabited section, with all exterior doors opening outward. Exterior masonry walls are reinforced, and the inhabited section is structurally isolated from the remainder of the building.
Window glazing must meet the prescribed standard. Overhead features and equipment must be braced. Emergency shutoff and mass notification systems must be provided.
f. Architectural Systems
Architectural systems must comply with UFC 4-211-02 Aircraft Corrosion Control and
Paint Facilities, as well as UFC 3-101-01 Architecture, with exceptions approved by the Users and NAVFAC. Variations to program or program requirements was determined during the CDW and design process and are captured in the design documents. Maintenance criteria is to comply with data located within the respective section of the UFGS. The BOD describes the exterior wall system in Section VI.
Architectural, B. General. The following spec sections: 07 27 36 Spray Foam Air
Barriers and 03 45 00 Precast Architectural Concrete should also be referenced.
g. Building Roof Systems
Building Roof Systems must comply with UFC 4-211-02 Aircraft Corrosion Control and Paint Facilities, as well as UFC 3-101-01 Architecture, and Naval Station Norfolk
Installation Appearance Plan. Maintenance criteria is to comply with UFGS Section
07 41 63. The BOD describes the roof system in Section VI. Architectural, K. Roofing
Systems. The following spec sections: 07 41 63 Fabricated Roof Panel Assemblies and 07 22 00 Roof and Deck Insulation should also be referenced.
h. Facility Hangar Doors
i. Quality and Reliability: The facility has swinging supply plenum doors for the
Plastic Media Blasting (PMB) and the Paint Bays and sliding hangar door sections for the Wash Rack Bay. It is anticipated that these doors will require periodic maintenance but should last for the life of the facility. Operational tolerances per manufacturer standards.
ii. Type: Swinging supply plenum doors will meet the requirements of UFC 4-
211-02 and UFGS Section 08 34 16 and have motorized operation on a track imbedded in the apron with multiple stops for safety/overswing and protection. The doors are self-supporting with a central pivot point for opening/closing with clearance for the multiple airframes entering the service bays.
1. Apron railing for travel guidance and tolerance during door movement
2. Door seals and construction for envelope compliance
3. Structural framing for the door, as well as access ladders and platforms for servicing utilities within the door
4. Supply air connections and seals for air movement through the door:
Filters/frames for air filtration on the Paint Bay door, and dual perforated plates and frames for integral balancing of airflow for laminar flow in the bays
5. Electrical power for motor/conveyance of door, as well as internal lighting and power for low voltage systems (strobe lights, klaxons)
iii. Automation: Manufacturer’s controls for opening and closing the hangar doors meeting OSHA requirements for safety and operation
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
v. Maintenance Requirements: Seals, repairs for concrete apron (spalling), lubrication, motor maintenance, filter replacement
i. Building Envelope/Air Barrier Systems
Building envelope / air barrier systems must comply with UFC 4-211-02 Aircraft
Corrosion Control and Paint Facilities, as well as UFC 3-101-01 Architecture.
Maintenance criteria is to comply with data located within the respective section of the UFGS. The BOD describes the exterior wall system in Section VI. Architectural, B.
General, Paragraph 7. The following spec sections: 07 27 36 Spray Foam Air Barriers, 03 45 00 Precast Architectural Concrete and 07 27 10.00 10 Building Barrier Systems should also be referenced.
j. Fire Alarm/Mass Notification Systems
A manual and automatic voice fire alarm/mass notification system is provided for this facility.
i. Quality and Reliability: Components will be UL listed or FM approved.
Expected life of a fire alarm control unit is 20-25 years, so at some point the system will need to be upgraded.
ii. Type: Manual and automatic activation (pull stations, smoke and carbon monoxide detectors, sprinkler system flow and tamper switches. Occupant notification via speakers, strobes and text messaging signs.
iii. Automation: System is controlled by a UL 864 compliant fire alarm control unit.
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
v. Maintenance Requirements: Control equipment is accessible and located in a corridor. Periodic testing in accordance with NFPA 72 should be performed.
k. Fire Suppression Systems
Automatic sprinkler systems are provided throughout the facility.
i. Quality and Reliability: Components will be UL listed or FM approved. System life is the life of the building (50 years).
ii. Type: (3) wet pipe sprinkler systems (Paint Bay, PMB Bay and remainder of building), and (1) dry pipe sprinkler system supplied from the PMB Bay wet pipe sprinkler system to serve factory-installed sprinklers in dust collectors
DC-3 and DC-4.
iii. Automation: The sprinkler systems operate automatically upon activation of individual sprinkler heads. The Paint Bay and PMB Bay sprinkler zones will be interfaced with ventilation and process equipment in the respective bays, so that upon sprinkler discharge or control valve closure the equipment is shut down or prevented from operating, as applicable
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
v. Maintenance Requirements: Wet pipe sprinkler risers are located in a dedicated fire protection equipment. Dry pipe riser for dust collectors DC-3 and DC-4 is located in the Blast Media Recovery Room. Periodic testing in accordance with NFPA 25 should be performed. Additionally, a sample of sprinkler heads is required to be tested after a certain number of years in service (the intervals are defined in NFPA 13 and NFPA 25 and depend on the specific type of sprinkler head).
l. Domestic Hot Water Systems
A gas-fired water heater is utilized for this facility. The system has a 120-gallon storage tank.
i. Quality and Reliability: System life is the life of the building (50 years) other than the gas-fired water heater, which has a 15-year life expectancy: This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Gas fired storage tank, high efficiency, condensing.
iii. Automation: Factory controls with status monitored by the DDC system.
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
v. Maintenance Requirements: Equipment should be located to allow maintenance access in either a mechanical room or separate space. Service burner annually.
m. Plumbing Equipment
Plumbing equipment will be provided with electronic devices that require confirmation of intended operation.
i. Quality and Reliability: Equipment efficiency will meet or exceed ASHRAE
90.1 – 2013 requirements. System life is the life of the building (50 years) other than the booster pump, faucets, flush valves, thermostatic mixing valves and water closets, which have a 15-year life expectancy: This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Plumbing fixtures shall meet code required operational pressures and meet or exceed code required maximum flow rates.
iii. Automation: None.
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
v. Maintenance Requirements: Equipment should be located to allow maintenance access in either a mechanical room or janitor’s closet.
Emergency eyewash/shower units require periodic testing and documentation for verification of operation.
n. Compressed Air Equipment
Compressed air equipment (shop air/tool air/breathing air) will be provided with electronic devices that require confirmation of intended operation.
90.1 – 2013 requirements. Equipment life has a 20-year life expectancy: This will require replacement at multiple stages in the building operation.
Operational tolerances per manufacturer standards.
ii. Type: Shop air/tool air will be oil lubricated, rotary screw compressor with a
2,000-gallon storage tank and refrigerated air dryer. Heat rejection from radiator will be handled by the closed-circuit cooler (see separate write-up).
Breathing air will be non-lubricated, rotary screw compressor with a 1,500-gallon storage tank and refrigerated air dryer: Breathing air system will be on the emergency power system.
iii. Automation: Tool/shop compressors will be sized for 70% capacity, with manufacturer’s controls to monitor/control compressors.
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
v. Maintenance Requirements: Equipment will be located to allow maintenance access in the Compressor Room.
o. Wastewater Collection and Treatment System
Includes roil-water separator, clarifier, mixers, electrocoagulation treatment, sand filter, filter press, rainwater harvesting, pumps, chemicals, piping, electronic and manual valves, tanks, post-treatment, and re-use.
i. Quality and Reliability: The industrial wastewater collection and treatment
(electrocoagulation) system will be a stand-alone water treatment and replenishment system for the contaminated water from the paint bay and the wash rack bay. The system will treat and recycle water, with rainwater and gray water make-up for the bays. The system will operate for approximately
14 hours per day and will have continuous treated water supply of 2.5 hours.
Operational tolerances per manufacturer standards. Equipment life expectancy is as follows: This will require replacement at multiple stages in the building operation.
a. All Process Pumps and Controls – 6-8 years
b. Tanks – 20 years
c. Mixers – 6-8 years
d. Peristaltic (Chemical) Pumps and Controls – 8-10 years
e. EC Unit – 10 years
f. Oil/Water Separator – 20 years
g. Clarifier – 20 years
h. Filter Press – 15-20 years
ii. Process effluent treatment standards are as follows:
a. pH – 6.6 – 7.0
b. TDS < 600 mg/l
c. TSS < 10 mg/l
d. Hardness – 20-40 mg/l
e. Heavy metals – ND
iii. Type: Equipment shall be sized for minimum 50 gallons per minute (gpm) operational treatment, excluding the filter press, which may operate at a lower gpm.
iv. Automation: System shall have capabilities of manufacturer’s controls and functionality to respond to electronic valves, level floats and sensors, pump on/off, bypass, to treat the required treated water supply.
v. Flexibility: System may be supplied from multiple manufacturer’s with ancillary piping, valves, and equipment that may differ from construction drawings and specifications. There is flexibility in equipment layout, spacing, sequencing, and sizing to meet the required treatment capacity.
vi. Maintenance Requirements: Equipment shall be located to allow maintenance access throughout the room.
p. HVAC Systems
Air-Handling Units (AHU)
The air-handling units will be the main cooling and heating system for the building.
90.1 – 2013 requirements. There are no specific reliability requirements specified, equipment sized to serve each thermal zone with no backup.
Equipment will remain serviceable over the life of the building or to the extend typical of the type of equipment, 20-year life expectancy: This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Horizontal type. Conceal units above ceiling when present.
iii. Automation: Individual AHUs should have controls connected to a new DDC system which reports back to the existing base UMCS.
iv. Flexibility: Areas served by the AHU systems will remain mostly unchanged;
no flexibility requirements.
v. Maintenance Requirements: Equipment should be located to allow maintenance access overhead.
Heating and Ventilating Units (HV)
The heating and ventilating systems will be the main ventilation and heating system for the PMB and the Wash Bay areas.
90.1 – 2013 requirements. There are no specific reliability requirements specified, equipment sized to serve each thermal zone, with no backup.
Equipment will remain serviceable over the life of the building or to the extent typical of the type of equipment, 15 to 20-year life expectancy
(outdoor/indoor, respectively): This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Horizontal type, outdoor mounted, gas-fired, or horizontal type, indoor mounted with steam heat. The PMB bay unit is explosion-proof construction, due to the PMB dust and the recirculation during set-back conditions.
iii. Automation: Individual HVs will have controls connected to a new DDC system which reports back to the existing base UMCS.
iv. Flexibility: Areas served by the HV systems will remain mostly unchanged;
no flexibility requirements.
maintenance access on grade and overhead. A service platform is provided.
Ductless Split System Units (DSS)
Ductless split system units will serve the telecom rooms and the electrical rooms.
90.1 – 2013 requirements. Equipment will remain serviceable over the life of the building or to the extent typical of the type of equipment, 15-year life expectancy: This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Ductless wall-mounted indoor units with air-cooled condensing units
iii. Automation: Individual DSS units will have packaged controls that can only be viewed by the equipment software and not the new DDC system.
iv. Flexibility: Areas served will remain unchanged; no flexibility requirements
v. Maintenance Requirements: Equipment will be located to allow maintenance access in the space.
Air-cooled Chillers
90.1 – 2013 requirements. There will be 2 chillers to keep the building chilled water loop within a desired temperature range, and each chiller is sized for 50% of peak chilled water load. The system will have a 30% propylene glycol solution by volume for freeze protection for operation during low ambient temperature conditions. Equipment will have a 25-year life expectancy: This will require replacement at a mid-point stage in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Air-cooled, screw compressors with adjustable frequency drive modulation.
iii. Automation: Each chiller will have packaged controls connected to the new
DDC system which reports back to the existing base UMCS.
iv. Flexibility: No flexibility requirements.
v. Maintenance Requirements: Equipment will be located to allow maintenance access in the acoustical enclosure in the mechanical yard.
vi. Miscellaneous: Due to sound constraints, the chillers will have a low noise package for condenser fan noise, compressor noise (weighted blanket) and baffles on the condenser discharge.
Closed Circuit Coolers
90.1 – 2013 requirements. There will be one cooler to keep the air-compressors radiator condenser water loop within a desired temperature range. Equipment should remain serviceable over the life of the building or to the extend typical of the type of equipment, with a 20-year life expectancy: This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Closed system, induced draft, counter-flow with a 30% by volume propylene glycol solution for freeze protection at low ambient temperature conditions.
iii. Automation: Cooler will have packaged controls connected to the new DDC system which reports back to the existing base UMCS.
iv. Flexibility: No flexibility requirements.
v. Maintenance Requirements: Equipment will be located to allow maintenance access outside on grade.
vii. Miscellaneous: Due to sound constraints, the closed-circuit cooler will have a low noise package for discharge fan noise.
Paint Exhaust/Return Air System (PEF/RA)
The industrial ventilation for the Paint Bay will provide Class 1, Division 1 ventilation and exhaust for the Paint Bay to meet UFC 4-211-02 (Aircraft
Corrosion Control and Paint Facilities), ACGIH Industrial Ventilation and NFPA
30-2018 (Flammable and Combustible Liquids Code) requirements. Three stage filtration will meet NESHAP standards for 40 CFR 63 Subpart GG and EPA Method
319 for dry particulate air filtration meeting or exceeding the efficiency requirements of Tables 4 and 5 in 40 CFR 63.745.
i. Quality and Reliability: Equipment efficiency should meet or exceed ASHRAE
90.1 – 2013 requirements. There are no specific reliability requirements, the explosion-proof equipment should be sized to treat the ventilation air for the paint bay with no backup. Equipment should remain serviceable over the life of the building or to the extend typical of the type of equipment. 25-year life expectancy; This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Utility set exhaust fans, vaneaxial return fan, explosion-proof construction.
iii. Automation: The DOAS system should have packaged controls connected to the new DDC system which reports back to the existing base UMCS.
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
maintenance access in a mechanical room.
Plastic Media Blasting (PMB) System
Includes delivery, recovery, re-use, and dust collection systems, plenum supply doors and exhaust plenums.
i. Quality and Reliability: The PMB system will function as a plastic media delivery and reclamation system for the blasting bay. Operational tolerances per manufacturer standards. There will be two modes of operation as identified on the control sequences – standby operation and blasting operation. Equipment should remain serviceable over the life of the building or typical of the type of equipment, with a 20-year life expectancy: This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Laminar airflow for control of blasting dust, 75 fpm velocity within the plastic media blasting area with perforated supply and baffled exhaust dust plenums.
iii. Automation: See controls sequence. System will maintain airflow and velocity within the space while maintaining temperature and humidity within the prescribed limits as identified on the contract documents.
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
v. Maintenance Requirements: Filtration for the supply plenum and the dust collection for the exhaust plenum, as well as filtration in the air-handling units; fan service for the explosion-proof utility set exhaust fans and in-line return fan; coil and humidifier service for the air-handling units; controls for space pressurization and monitoring.
Paint Bay System
Includes swinging hangar plenum supply doors, exhaust plenums, exhaust fans and stacks, recirculation and filtration systems.
90.1 – 2013 requirements. There will be three modes of operation as identified on the control sequences – standby operation, painting operation and curing operation. Equipment should remain serviceable over the life of the building or to the extend typical of the type of equipment, with a 20-year life expectancy: This will require replacement at multiple stages in the building operation. Operational tolerances per manufacturer standards.
ii. Type: Laminar airflow for control of paint overspray, 100 fpm velocity within the painting area with perforated supply and exhaust plenums. During curing the system will throttle down to 80 fpm with 100% return air to the air-handling units.
iii. Automation: See controls sequence. System will maintain airflow and velocity within the space while maintaining temperature and humidity within the prescribed limits as identified on the contract documents.
iv. Flexibility: Building layout will remain mostly unchanged; no flexibility requirements.
v. Maintenance Requirements: Filtration for the supply plenum and the three-stage exhaust plenum, as well as filtration in the air-handling units; fan service for the explosion-proof utility set exhaust fans and in-line return fan;
coil and humidifier service for the two air-handling units; controls for space pressurization and monitoring
DDC System
Direct Digital Control System for this project will monitor and control the HVAC systems and the PMB / Paint Bay exhaust systems for access at the local level and also at the existing base front end (Building A-18: See Specification Section
23 08 10 UMCS FRONT END AND INTEGRATION). In addition, the DDC system will:
i. Be interlocked with the compressed air service to the Paint Bay so that spray painting cannot be done when the ventilation system is inoperative
ii. Be interlocked with the PMB system so that PMB blasting cannot occur when the ventilation system is inoperative
iii. Be interlocked with the fire protection system so that neither the paint spray operation nor the PMB blasting can occur if the ventilation system is inoperative
q. Lighting Systems
i. Quality and Reliability: The building lighting system shall meet ASHRAE 90.1 requirements and be in accordance with mandatory provisions of NFPA 70.
5-year life expectancy. Operational tolerances per manufacturer standards.
ii. Type: The lighting system should consist of solid-state LED luminaires.
Interior luminaires will be 4000K CCT, minimum 80 CRI. Exterior lighting will be 4000K CCT, minimum 70 CRI.
iii. Automation: Interior lighting control system should include switches and automatic controls including occupancy sensors, automatic lighting shutoff systems, multilevel lighting, 3-way switches and dimming systems. Exterior lighting control system should utilize lighting contactors, time switches and photocell switches.
iv. Flexibility: Dual-level switching should be provided in offices.
v. Maintenance Requirements: Equipment should be located to allow easy maintenance access. Equipment vendors or repair service should be able to respond within 24 hours. Emergency light test switches should be checked on a regular basis, per base requirements.
r. Lightning Protection System
Provide certification from a commercial third-party inspection company whose sole work is lightning protection, stating that the lightning protection system complies with NFPA 780. Third party inspection company cannot be the system installer or the system designer. Alternatively, provide a UL Lightning Protection Inspection
Master Label Certificate for each facility indicating compliance to NFPA 780.
Inspection must cover every connection, air terminal, conductor, fastener, accessible grounding point and other components of the lightning protection system to ensure
100% system compliance. This includes witnessing the tests for the resistance measurements for ground rods with test wells, and for continuity measurements for bonds. It also includes verification of proper surge protective devices for power, data and telecommunication systems. Random sampling or partial inspection of a facility is not acceptable.
s. On-site Power System
Emergency power shall be obtained from an on-site 400 kW natural gas-fired generator in a weather-proof enclosure. The 480Y/277V, 3 phase, 4 wire generator and automatic transfer switch will provide stand-by emergency power during loss of normal service for the hangar bay area’s supplemental lighting, hangar bay doors, breathing air compressors and associated support equipment.
i. Quality and Reliability: The building power system shall be backed up by natural gas-fired exterior generator. Operational tolerances per manufacturer standards.
ii. Type: The 480Y/277V system is provided at 60Hz.
iii. Automation: An automatic transfer switch is provided to switch between utility power and generator power.
iv. Flexibility: No flexibility is required for the on-site power system.
v. Maintenance Requirements: The gas-fired generator set maintenance shall be provided per manufacturers and base recommendations.
t. PMB Delivery and Reclaim System
Includes media delivery, media recovery, re-use, and dust collection systems, and blast bay exhaust system.
i. Quality and Reliability: The PMB system will…
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