2.00 SOW revised 2_20200305_Draft.pdf

STATEMENT OF WORK

Version 4.1

KYJM 17-9005 Provide Clean-Dirty Rooms at Hangar 194

March 04, 2020

GENERAL: The design-build contract has two phases, the design phase and the construction phase. A separate notice to proceed (NTP) shall be given for each phase. The work covered by this contract consists of, but is not limited to, the furnishing of all plant, labor, services, tools, materials, equipment, transportation, supervision and all miscellaneous requirements needed to perform all operations in conjunction with the effort to accomplish the Scope of Work below. All work shall be done in conformance with applicable sections of the attached Environmental

Protection Specification, the project specifications, project drawings, Federal, State and Miami-

Dade Department of Environmental Management (DERM) codes and regulations, and OSHA requirements. The term, Contractor, shall be interpreted to mean the prime contractor and all its subcontractors. The term, Contracting Officer, (CO) shall mean the Contracting Officer and/or designated representatives.

The Design/Build Contractor (DB) shall provide design and construction services in order to accomplish the project SOW as defined in this document. Design services shall include drawings, details and specifications. It will also be the selected DB contractor responsibility to ensure that the construction documents detail a product that meets all of the HARB’s desired intentions. This work will be performed in an occupied hangar. Design the building system as a compatible extension of the existing systems. The DB contractor will provide signed and sealed drawings for HARB review and approval. Provide cost estimated that support and validate the

Estimated Construction Cost.

SCOPE OF WORK

1. SITE LOCATION: Homestead Air Reserve Base (HARB), Florida. Hangar 194.

2. PRE-BID SITE VISIT: The Contractor shall provide all labor, equipment, and materials necessary perform a site survey to confirm information pertaining to the project and as required to prepare a bid.

3. DEMOLITION: Contractor shall be responsible for the disposal and recycling of demolished materials in accordance with the SOW and HARB Environmental Protection

Specification attached.

3.1. Provide demolition of walls, doors, existing office 123 (Refer to attached drawings), and miscellaneous that are necessary for the construction of the clean and dirty rooms and ventilation system.

3.2. Provide demolition of walls, door, and ceiling of the existing office 121 (see concept drawing) in order to construct the new clean and dirty rooms.

3.3. Provide demolition of the existing garage door on room 122 (see concept drawing).

3.4. Cut, cap, remove and dispose the eye wash station on existing room 119.

3.5. No demolition shall impede access for emergency response vehicles or personnel to adjacent facilities.

4. INSTALLATION: The scope of work is to modify and design the layout of the existing building 194 to include clean and dirty rooms for paint and blast booths to comply with the requirements of UFC 4-211-02 section 2-5.4. (Refer to attached drawings). The Unified

Facilities Criteria UFC 4-211-02 Corrosion Control and Paint Finishing Hangars incorporates facility changes and requirements to ensure our Airmen are protected from exposure to materials generated at Corrosion Control Facilities. In order to meet the requirements of UFC

4-211-02, a clean and dirty room shall be provided. Provide the following as a minimum for the facility:

4.1. An Initial Decontamination Area inside, or adjacent to the hangar bay. Provide HEPA vacuum (equipment) for removing accumulations of contaminants from PPE. When located in the Hangar Bay, this area must be on the “clean side”, i.e. close to the supply air side and away from the exhaust air side.

4.2. A walk-through vestibule with air shower (Air Lock) to capture contaminants between the Initial Decontamination Area and the Initial Accumulation Point. (equipment)

4.3. An Initial Accumulation Point with space for drums for disposable PPE.

4.4. Provide an area with a sink for cleaning, drying and storing respirators.

4.5. Shower facilities with hot and cold water.

4.6. Change rooms with separate lockers (equipment) for protective clothing and street clothes.

4.7. Toilet facilities must be located on the clean side of the locker rooms.

4.8. Clean-Dirty Schematic:

5. DESIGN PHASE: The Contractor is the “Architect of Record” for any changes made to the existing design, as such, will sign and seal all completed design documents and designs for modifications. The contractor is accountable for all aspects of the completed design under

Federal, Department of Defense, HARB, State and applicable local codes.

5.1. Design Specification Requirements:

5.1.1. Specifications shall have a table of content.

5.1.2. The design shall incorporate construction specifications for all major elements of sufficient detail to ensure compliance with all requirements here-in.

5.1.3. The Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. Unless indicated otherwise, the Contractor shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. In the event of a conflict, RFP requirements shall take precedence. The technical specifications shall be in MS Word format and edited from latest edition, as of the date of issue of this RFP, of Unified Facilities Guide Specifications (UFGS) unless indicated otherwise. Contractor shall edit only those items in parentheses in

UFGS Specifications with non-relevant text and headers deleted or edited.

Submission of unedited or poorly edited specifications shall be rejected in total without further comment. Edited specification legend shall be included in the submittal. The UFGS documents are available on the internet at http://www.wbdg.org/ccb/browse_cat.php?c=3.

5.1.4. All selected construction materials shall comply with, and design specifications shall be edited to be in conformance with, the USDA and EPA websites cited in the

Environmental Protection Statement’s “Green (Affirmative) Procurement” paragraph except that the design-build contractor shall list the products required to meet content guidelines as the design progresses.

5.2. Design Review Meetings: All design review meetings shall be held at HARB. The contractor shall contact the HARB POC for room availability a minimum of 5 work days in advance. The government may elect to hold meetings via telecom.

5.3. Design Timeline:

Meeting #1: Kick-off / Site Visit Meeting – Within NTP + 10 days

NTP for Design – Determined by CO

Submission of 35% design – Within Meeting #1 + 12 days

HARB review of 35% design – Up to 10 days

Meeting #2: 35% Design Review Meeting – Within receipt of HARB comments +

7days

Submission of 65% design – within Meeting #2 + 28 days

HARB review of 65% design – Up to 14 days

Meeting #3: 65% Design Review Meeting – Within recipient of HARB comments

+ 7 days

Submission of 95% design: Within Meeting #3 +14 days

HARB review of 95% design – Up to 14 days

Meeting #4: 95% design Review Meeting – Within receipt of HARB comments +

7 days

Submission of 100% design – within Meeting #4 + 7 days

HARB review of 100% design – Up to 7 days

Meeting #5: 100% Design Review Meeting – Within receipt of HARB comments

+ 3 days

Release of construction set – Within 7 days of 100% design approval.

http://www.wbdg.org/ccb/browse_cat.php?c=3

6. Building Design Criteria- Tables:

6.1. Clean Locker Rooms

6.2. Dirty Locker Room

7. This project shall incorporate all applicable aspects of the AFRC Energy Policy:

7.1. Except as specified otherwise in this Request for Proposal (RFP), design and installation shall comply with the latest edition of the following. If design or construction criteria conflict with this RFP, RFP shall take precedence.

7.1.1. Air Force Handbook (AFH) 32-1084, Civil Engineering Facility Requirements

7.1.2. UFC 4-010-01 DOD Minimum Antiterrorism Standards For Buildings

7.1.3. UFC 3-600-01, Fire Protection Engineering for Facilities

7.1.4. UFC 4-211-02 Corrosion Control and Paint Finishing Hangars

7.1.5. IBC, International Building Code

7.1.6. OSHA, Occupational Safety and Health Administration Standards

7.2. Ventilation System: Building 194, Air Compressor, Quincy QGD-25.

7.2.1. Remove existing compressor (existing Quincy QGD-25). Install a new standard type compressor, same rated pressure and capacity. Connect new compressor to the existing piping and hoses.

7.2.2. Install a new centrifugal type power roof supply fan to be used as ventilation for the new compressor. Use the existing roof curb, see picture for curb location and fan installation detail. Work includes curb reinforcement as necessary. Verify electrical service.

7.2.3. Install new min 10” x 10” outside air duct from the roof fan to the compressor.

Terminate duct four (4) feet above the compressor’s ventilation side. Provide manual volume damper. Provide ductwork supports as per SMACNA. See picture for more information.

7.2.4. Compressor currently operates on a local switch. Revise wiring as follows:

7.2.4.1. Extend / modify / install conduits and other electrical items to operate the compressor from the first floor. Provide a wall mounted 6-hours countdown timer, see picture for timer location.

7.2.4.2. Both roof supply fan and compressor shall operate in unison ONLY when the timer is activated.

7.2.4.3. Relocate the emergency shut off button to the first floor, see picture for button location.

7.2.5. Install new wiring powered and password protected thermostat to operate the roof fan ONLY. Set temperature set-point to 100°F. See picture for thermostat location.

7.2.6. Roof Fan Specification. Roof ventilators shall be on the Miami-Dade Building

Code Compliance Office (BCCO) approved building products list

(http://www.buildingcodeonline.com) having a Miami-Dade Notice of Approval

(NOA) for wind speeds of 150-mph and for wind driven rain. Provide direct or V-belt driven centrifugal type fans with backward inclined, non-overloading wheel.

Provide hinged or removable and weatherproof motor compartment housing, constructed of heavy gauge aluminum. Provide fans with aluminum or stainless steel bird screen, weatherproof disconnect switch. Provide drip-proof type motor enclosure. Provide either sealed fan bearings rated at not less than 100,000 hours, or lubricated fan bearings rated at not less than 200,000 hours as defined by ABMA 9 and ABMA 11.

7.2.7. It is required to have access between the Structural Repair 122 and the Main Dock

Area 100.

8. MECHANICAL: The HVAC design and installation shall be IAW the latest editions of

Florida Building Codes, UFCs, ETLs, standards and the attached Specifications for

Homestead Air Reserve Base Building-Level HVAC Repairs, Modernization, and Retro-

Commissioning for Multiple Projects (hereafter called “HARB HVAC Specs”) which the designer shall use in lieu of the designer editing their own specifications for HVAC use.

100% design drawings shall be Engineer stamped, dated and signed. Work includes, but is not limited to the following:

8.1. General Design Criteria.

8.1.1. Include test and balance (TAB) and Commissioning, control system training and use the Master Test, Reports, Training and Documentation Checklist as listed in the

HARB HVAC Specs.

8.1.2. The design drawings shall include all HVAC equipment schedules. If used, VAV

Schedules shall have three columns for airflow: Cooling Maximum, Cooling

Minimum and Heating. See related paragraph on VAV design.

8.1.3. The design drawings shall include a DDC Points Schedule (reference HARB

HVAC Specs) and control scheme diagram with narrative.

8.1.4. The design drawings shall include all HVAC equipment schedules. If used, VAV

Schedules shall have three columns for airflow: Cooling Maximum, Cooling

Minimum and Heating. See related paragraph on VAV design.

8.1.5. Include, as part of the design drawings, all standard details for typical HVAC items installed in this design.

8.2. Ventilation System: Building 194, Air Compressor, Quincy QGD-25.

8.2.1 Remove existing compressor (existing Quincy QGD-25). Install a new standard type compressor, same rated pressure and capacity. Connect new compressor to the existing piping and hoses.

8.2.2 Install a new centrifugal type power roof supply fan to be used as ventilation for the new compressor. Use the existing roof curb, see picture for curb location and fan installation detail. Work includes curb reinforcement as necessary. Verify electrical service.

8.2.3 Install new min 10” x 10” outside air duct from the roof fan to the compressor.

Terminate duct four (4) feet above the compressor’s ventilation side. Provide manual volume damper. Provide ductwork supports as per SMACNA. See picture for more information.

8.2.4 Compressor currently operates on a local switch. Revise wiring as follows:

8.2.4.1 Extend / modify / install conduits and other electrical items to operate the compressor from the first floor. Provide a wall mounted 6-hours countdown timer, see picture for timer location.

8.2.4.2 Both roof supply fan and compressor shall operate in unison ONLY when the timer is activated.

8.2.4.3 Relocate the emergency shut off button to the first floor, see picture for button location.

8.2.5 Install new wiring powered and password protected thermostat to operate the roof fan ONLY. Set temperature set-point to 100°F. See picture for thermostat location.

8.2.6 Roof Fan Specification. Roof ventilators shall be on the Miami-Dade Building

Code Compliance Office (BCCO) approved building products list

(http://www.buildingcodeonline.com) having a Miami-Dade Notice of Approval (NOA) for wind speeds of 150-mph and for wind driven rain. Provide direct or V-belt driven centrifugal type fans with backward inclined, non-overloading wheel. Provide hinged or removable and weatherproof motor compartment housing, constructed of heavy gauge aluminum. Provide fans with aluminum or stainless steel bird screen, weatherproof disconnect switch. Provide drip-proof type motor enclosure. Provide either sealed fan bearings rated at not less than 100,000 hours, or lubricated fan bearings rated at not less than 200,000 hours as defined by ABMA 9 and ABMA 11.

8.2.7 It is required to have access between the Structural Repair 122 and the Main Dock

Area 100.

8.3. Building Specific HVAC Guidance.

8.3.1. Remove the existing AHU-4 system to include CU, refrigerant piping, condensate piping, ductwork, exterior louvers, diffusers, registers, grilles, controls, electrical all the way back to the panels, thermostat and all associated conduits. Turn over to the government the air handler unit and the condensing unit.

8.3.2. Relocate Chiller’s controllers.

8.3.3. Modify the existing S/A and R/A ductwork layout from existing AHU-3 to accommodate for new areas and offices. Provide new ductwork and flexibles, supply diffusers and return grilles. Provide new VAV boxes and thermostats. The occupancy of the existing AHU-3 is by VAV zone with the use of occupancy sensors. Provided new occupancy sensors as needed to cover all new areas as per manufacturer recommendations.

8.3.4. Provide new chilled-water air handler unit, tag as AHU-4. Install new unit inside new mechanical room (see concept drawing). New AHU-4 shall be 100% fresh air and serve the respirators, clean and dirty locker rooms. Provided outside air motorized damper. Provide engraved laminated phenolic identification plate.

8.3.5. Provide new in-line exhaust fan, tag as EF-8. New exhaust fan shall serve the respirators, clean and dirty locker rooms. New exhaust fan shall be interlocked to new AHU-4 for simultaneous operations. Exhaust duct air shall be via exterior building shell wall louvers.

8.3.6. Blast Booth Area (BBA). This area is served by the existing AHU-3. Disconnect and cap all ductwork form Ahu-3 to the BBA. Remove flexibles, grills and VAV boxes as required. The BBA shall be served by a new chilled-water system air handler unit, tag as AHU-5. Contractor to find a location for the new unit. Roof location is not allowed. Provided new occupancy sensors as needed to cover all new areas as per manufacturer recommendations. Provide outside air motorized damper.

Provide engraved laminated phenolic identification plate.

8.3.7. Recalculate supply air and outside air required for existing AHU-3. Recalculate

VAV box minimum and maximum supply airflows. New values shall be shown and adjusted in the DDC control graphics.

8.3.8. Chiller. Replace and upgrade the air-cooled chiller with a new high efficiency air-cooled chiller IAW HARB Specifications section 23 64 10. Replace chilled-water valves, relief valves, pressure gates and thermometers IAW section 23 64 10.

Provide engraved laminated phenolic identification plate, Tag as ACCH-1. Chiller shall be Carrier manufacturer, as per HARB standardization approval. Provided new shutoff valves and 3” Victaulic end flange connection for supply and return lines.

(The intention is to leave provision for future connection to a temporarily chiller if needed).

8.3.9. Pumps. Replace and upgrade chilled-water pumps. Replace flexible couples.

Replace vibration isolators. Replace the shot feeder and all connecting plumbing

(one feeder for both pumps).

8.3.10. Air separator. Replace and upgrade.

8.3.11. Expansion tank. Replace and upgrade.

8.3.12. HVAC System Cleaning: Clean all existing supply, return, exhaust and intake ductwork, registers, diffusers and grilles for AHU-3 according to Specifications.

8.3.13. Provide three phase monitor for the new Chiller, new AHU-4, new AHU-5 and existing AHU-3. The three phase monitor shall continuously monitor the incoming voltage to provide superior motor protection from premature failure and damage due to voltage unbalance, high and low voltages, phase loss, phase reversal, faulty power, lightning power surges and short cycling. Provide LED indicator to display the current system condition.

8.3.14. The DDC shall operate the AHU-4 as follows: When the AHU-4 is in unoccupied mode, the AHU-4 and associated control loops shall be disabled, and an outside air control damper shall be closed and EF-8 shall be off. When the AHU-4 is in occupied mode, the AHU-4 and associated control loops shall be enabled and EF-8 shall run.

8.3.15. The DDC shall operate new AHU-5 similar as AHU-3. See DDC control shop drawings for more info.

8.3.16. The DDC shall operate new Chiller and pumps as per DDC shop drawings.

8.3.17. Provide new advanced meter reading (AMR) on the domestic and electric service in accordance with HARB standards. The electric meter should be located inside mechanical room. Use a concrete box with steel cover for outdoor water meter. Both meters shall be connected to the HVAC direct digital control system (DDC) for monitoring consumptions. Water meters must be metered with approved remote readable meter.

8.3.18. Building has an existing Bacnet Johnson Facility Explorer DDC control connected throughout a supervisory module (Jace). Government does not have possession of the Jace’s license. Modify – alter the existing DDC control as following:

8.3.18.1. Graphics shall show new floor plan and locations of new mechanical devices, components, equipment installed.

8.3.18.2. Graphic shall show new AHU-4, and set-points.

8.3.18.3. Graphics shall show new EF-8, command and status.

8.3.18.4. Graphics shall show modified and new VAV boxes and set-points.

8.3.18.5. Existing emergency shutdown button located in the second floor shall control the new equipment and associated motorized damper(s).

8.3.18.6. DDC shall have a GUI page for display of the electrical building meter measurements to display KW-hr, KW demand, KVA per phase. Values shall be capable of trending.

8.3.18.7. DDC shall have a GUI page display of the water building meter measurements to display GPM. Values shall be capable of trending.

8.3.18.8. Provide lead-lag/stand-by control for both new chilled water pumps with weekly switchovers.

8.3.18.9. DDC shall have a GUI page display of the chilled water flow to display

GPM. Provide water flow sensor(s) as required.

8.3.18.10. New software shall be provided for any new controller or supervisor installed. Also see paragraph, “DDC Software”.

8.3.18.11. Turn over to the government all sensors, devices, components, equipment removed or replaced due to this contract.

8.3.18.12. Remove existing touchscreen located in second floor Corridor 200 and turn over to the government. Provide a hardwired networked notebook inside a metal surface-mounted wall fold-down workstation cabinet. At minimum, the workstation software shall include: the latest version of Microsoft Windows

Professional operating system approved by the M&C software manufacturer;

browser; latest versions of Microsoft Word & Excel (or Office bundled software); Adobe Acrobat Reader; and Symantec Ghost disk imaging software or equal. Provide all original licenses, installation media, documentation, and recovery CDs capable of restoring the original configuration.

8.3.18.13. DDC Software:

8.3.18.13.1. A written statement entitled “Software Upgrades” stating software and firmware patches and updates will be provided upon request at no additional cost to the government for a minimum of two years from contract acceptance. Include a table of all DDC system software and firmware provided under this contract, listing the original release dates, version numbers, part numbers and serial numbers.

8.3.18.13.2. All necessary documentation, configuration information, configuration tools, programs, drivers, and other software is licensed to and otherwise remains with the government such that the government or their agent are able to repair, replace, upgrade, and expand the system without subsequent or future dependence of the Contractor. Software licenses must not require periodic fees and must be valid in perpetuity.

8.3.18.13.3. The use of any hardware/USB keys to enable system or software access is prohibited.

8.3.18.13.4. Provide software with the manufacturer's installation media and lifetime licenses. The software shall permit complete monitoring, modification, and troubleshooting interface with the DDC system.

8.3.18.13.5. Provide all programming and tools to configure and program all controllers.

8.3.18.13.6. Provide backup programming and graphics.

9. PLUMBING: The Plumbing design and installation shall be IAW the latest editions of

Florida Building Codes, UFCs, ETLs, and standards. 100% design drawings shall be

Engineer stamped, dated and signed.

9.1. Design Calculations:

9.1.1. Hot water heater calculations: Design shall be based on the methods described in the American Society of Plumbing Engineers (ASPE) Volume I, Fundamentals of

Plumbing Design. Submit calculations for determining storage capacity and recovery rate.

9.1.2. Piping: All domestic water piping shall be sized in accordance with methods outlined in the Florida Building Code (Plumbing) and limit the water velocity in the pipe to a maximum of 8 ft/sec for cold and hot water. An isometric diagram of the water system shall be included in the design submittal.

9.1.3. Calculations: Detailed calculations for the plumbing system shall be included in the Design Analyses required by this Request for Proposal.

9.2. Equipment: New electric tank water heaters shall be provided with high efficiency glass-lined steel tanks, polyurethane foam insulation, replaceable anodes and adjustable range thermostats to allow hot water settings up to 140 F. The water heaters shall be provided with a warranty of not less than 5 years and posted operating instructions. The water heater’s efficiency shall meet or exceed that listed for FEMP, ENERGYSTAR or as listed in ASHRAE 90.1, whichever is greatest. Domestic hot water shall be stored at a temperature of not less than 140 F.

9.3. Water hammer arrestor. Water hammer arrestors shall be installed in lines subject to water hammer. Water hammer arresters shall be engineered mechanical type sized and installed to safeguard the water distribution system against destructive water hammer hazard and noise. Water hammer arrestors shall comply with PDI WH201. Air chambers shall not be installed.

9.4. Plumbing Fixtures: All new plumbing fixtures shall be low flow water efficient fixtures.

Where required elsewhere, plumbing fixtures schedule shall be as follow:

9.4.1. Flush valve type water closet shall be comfort high white vitreous china, floor mounted, low consumption type with elongated bowl. Provide siphon jet type with electronic proximity. Water flushing volume of the water closet and flush valve combination shall not exceed 1.28 gallons per flush. Flush valve for water closet shall include an override pushbutton. Water closets shall be provided with white, solid plastic open-front seats without covers. In restrooms with no urinals the water closets shall have dual-flush water closet and flush valve combination.

9.4.2. Urinals shall be wall hung, vitreous china, low flow type with extended shields and back outlet. Provide solenoid-activated flush valve siphon jet type 0.125 gallons per flush maximum with an integral trap urinals including electrical-operated light-beam-sensor to energize the solenoid for urinals. Urinals shall be provided with concealed chair carrier.

9.4.3. Lavatories shall be provided with single-lever center-set faucets, with all brass and copper waterways and ceramic valving, aerators and perforated grid strainers.

Water volume shall not exceed 0.5 gpm with restrictor.

9.4.4. Sink shall be 20 gauge single compartments stainless steel with integral mounting rim for flush installation.

9.4.5. Washer and dryer. Provide standard washer and dryer equipment.

9.5. Piping Insulation. All above grade potable water piping (both hot and cold) shall be insulated. Exposed potable water piping (both hot and cold) directly adjacent to, and connected to, plumbing fixtures shall be chrome-plated brass and un-insulated, with the exception of handicapped accessible lavatories.

9.6. New Installation:

9.6.1. Provide new plumbing fixtures in quantities and the locations required in architectural section.

9.6.2. Install new 4” sanitary line collecting all new sanitary plumbing fixtures. Work includes all excavation and any pavement restorations.

9.6.3. Provide new VTRs as required.

9.6.4. Install new domestic water piping to feed new plumbing fixtures. Contractor to find existing water line and size adequate to connect to new water service.

9.6.5. Calculate and size new electric tank water heater(s). Provide hot water calculations on drawings.

9.6.6. Provided shut-off valves for plumbing fixtures as required by codes.

10. FIRE PROTECTION: Alter the existing system and provide new installations as required to provide coverage to new areas as per UFC 3-600 and NFPA. 100% design drawings shall be Engineer stamped, dated and signed. Work includes, but is not limited to:

10.1. Provide Hydraulic Calculations. The most remote area shall be shown on drawings.

10.2. The Contractor is responsible for to perform the flow test.

10.3. Sprinkler heads shall be used in accordance with their listed spacing limitations.

10.4. Design drawings shall include a sprinkler head schedule.

10.5. Design drawings shall include relevant standard details of typical items installed under this contract.

10.6. Nose area 100A. Current configuration does not allow for proper drainage of fire protection system for maintenance, testing, and during emergencies. Fire department recommend to cut appropriate width trench in floor and extend the line through floor to the exterior. Cap and remove the overhead drain piping.

11. ELECTRICAL SYSTEMS:

11.1 Codes and Design Criteria Requirements.

a. The latest version of the following publications, standards, and associations shall serve as a reference guide for all design and construction criteria:

i. HOMESTEAD Air Reserve Base Electrical Design Requirements

ii. UFC 1-200-01, Design: General Building Requirements

iii. UFC 3-310-04, Seismic Design for Buildings

iv. UFC 3-400-01, Design: Energy Conservation

v. UFC 3-501-01, Electrical Engineering

vi. UFC 3-520-01, Interior Electrical Systems

vii. UFC 3-530-01, Design: Interior and Exterior Lighting and Controls

viii. UFC 3-550-03, Electrical Power Supply and Distribution

ix. UFC 3-600-01, Fire Protection Engineering For Facilities

x. UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings

UFC 4-021-01, Design and O&M: Mass Notification Systems

xi. IEEE C2, National Electrical Safety Code

xii. IEEE 81, Measuring Earth Resistivity, Grounding Impedance, and Earth

Surface Potentials of a Ground System

xiii. IEEE Std. 142, Recommended Practice for Grounding of Industrial and

Commercial Power Systems

xiv. IEEE Std. 241, Electrical Power Systems in Commercial Buildings

xv. IEEE Std. 242, Recommended Practice for Protection and Coordination of

Industrial and Commercial Power Systems

xvi. IEEE 1100, Powering and Grounding Electronic Equipment

xvii. IESNA, Illuminating Engineers Society of North America Handbook

NFPA 70, National Electrical Code

xviii. NFPA 70E, Electrical Safety Requirements for Employee Workplaces

xix. NFPA 72, National Fire Alarm Code

xx. NFPA 101, Code for Safety to Life from Fire in Buildings and Structures

xxi. ASHRAE Standard 90.1, Energy Standard for Buildings Except Low-Rise

Residential Buildings

xxii. EPACT 2005, Energy Policy Act of 2005

11.2 General Description of Work

11.2.1 Remove all existing lighting, controls, receptacles, and branch circuits to source panels for Room 119 - Composite Repair Shop, Room 123 - Office and Room

121 – Office. All new installations to the renovated areas shall be served by the existing and/or new power panel in the electrical room.

11.2.2 Replace all existing lighting on Room 122 – Structural Repair and Room 120 –

Break Room.

11.2.3 Provide new LED recessed 2X4 direct/indirect fixtures in all renovated areas with lay-in ceilings.

11.2.4 Provide dual technology occupancy sensor for controls throughout the renovated area. Occupancy sensors must be ceiling mounted and set to 15 minutes time delay. Utilize existing lighting circuits where applicable.

11.2.5 Replace all exits signs with new LED in renovated areas in accordance with

HARB standards.

11.2.6 Remove all emergency wall pack fixtures. Provide emergency ballasts in ceiling fixtures. All emergency fixtures shall also serve as night lighting.

11.2.7 Provide a minimum of one general-purpose NEMA 5-20R, duplex receptacle per wall in each room of the facility with spacing by the National Electrical Code. In rooms where walls exceed 12 feet, provide an additional duplex outlet for each 12 feet of wall or fraction thereof. Receptacle spacing shall not exceed 12 feet. No more than six of these receptacles shall be on a single circuit. Provide additional receptacles and branch circuits to meet all requirements for the renovated space including but not limited to: workstations, monitoring consoles, printer, TV, refrigerators, and other User designated locations.

11.2.8 Provide new faceplates on all existing receptacles and light switches.

11.2.9 Provide new power and circuits for the relocated office. Utilize existing power panels as source. See Architectural section for office location.

11.2.10 The existing laundry room shall be relocated as part of this project. Relocate the laundry room washer, dryer, exhaust fan, and booster fan power connections to new location. See Architectural and Mechanical sections. Remove all abandoned circuits and conduit to source panel.

11.2.11 Provide new power connections to serve the redesigned HVAC system. See

Mechanical section for description.

11.2.12 Provide power connections and ancillary work required to support all plumbing and HVAC requirements. Provide new or utilize existing power panels as source.

See Mechanical section for description.

11.2.13 All new outdoor disconnect means shall be NEMA 4X type.

11.2.14 All new electrical shall be concealed in wall except utilities rooms.

11.2.15 Offices

11.2.15.1 Provide new LED recessed 2X4 direct/indirect fixtures, light switches and Occupancy sensors.

11.2.15.2 Provide minimum one electric outlets on each wall. Locate a quadraplex receptacle next to the office desk. Tie a duplex outlet to the occupancy sensor.

11.2.16 RESTROOMS AND LOCKER ROOM.

11.2.16.1 The 1st floor locker and restrooms (women’s and men’s) shall have a ceilings with gyp board and shower. Provide a new LED lighting layout with 2X4 recessed direct/indirect, decorative vanity, and shower lighting fixtures. Provide lighting switches on each room.

11.2.16.2 Provide ceiling mounted dual technology occupancy sensor for controls in each restroom and locker room. Minimum two occupancy sensors on each restroom.

11.2.16.3 Provide new power connections for automatic faucet and toilet controllers.

11.2.17 STRUCTURAL REPAIR ROOM.

11.2.17.1 Replace existing lighting fixtures with new LED recessed 2X4 direct/indirect fixtures in all areas with lay-in ceilings. Add new lighting fixtures in the alter areas as required.

11.2.17.2 Provide wall mounted light fixtures along the new stairway and new corridor path. Install and three-way switches.

11.2.17.3 Provide additional occupancy sensors to existing circuit and relocated existing to extend space coverage.

11.2.17.4 Provide receptacles and circuit along exterior restroom wall adjacent to room 122-Structural Repair to accommodate the relocation of the tool cabinets.

11.2.17.5 Relocate within the same room area an existing 208V, 3 phase, 60Hz electrical circuits for the metal cutting machine.

11.2.18 MAIN DOCK AREA.

11.2.18.1 Relocate all light switches located next to existing egress door for

Structural repair room to the new stairway door location.

11.2.19 BLAST BOOTH AREA.

11.2.19.1 Relocate existing lighting switches or provide new three-way light switches next to the new HEPA Vacuum door.

11.2.20 HVAC ROOM.

11.2.20.1 Provide 4’ LED industrial type fixtures and switch in all utility/storage spaces or areas with expose ceilings.

11.2.20.2 Provide ceiling mounted dual technology occupancy sensor for controls.

Utilize existing lighting circuits where applicable.

11.2.20.3 Provide a minimum of one general-purpose receptacle.

11.2.21 ACCUMULATION POINT/STORING RESPIRATOR/AIR SHOWER/HEPA

VACUUM ROOMS.

11.2.21.1 Provide new LED lighting layout with 2X4 recessed direct/indirect and shower lighting fixtures. Provide lighting switches on each room.

11.2.21.2 Provide ceiling mounted dual technology occupancy sensor for controls in each room. Minimum two occupancy sensors.

11.2.21.3 Provide new power connections for automatic faucet controller.

11.2.21.4 Provide general-purpose receptacle.

11.2.21.5 Provide new stainless steel faceplates on all lighting switches.

11.2.22 CORRIDOR.

11.2.22.1 Provide new LED recessed 2X4 direct/indirect fixtures, three way light switches and Occupancy sensors.

11.3 Electrical Distribution

11.3.1 The existing Service Entrance (SE) and distribution shall be adequate to accommodate the renovations. No large additional loads will be added as part of the renovations.

11.3.2 Interior Electrical Systems

11.3.2.1 Lighting

11.3.2.2 Lighting levels shall be provided as required per UFC standards.

Provide point to point lighting and emergency lighting calculations for all spaces in which lighting fixtures are added and/or replaced. Utilize existing circuits and controls where applicable. Remove all abandoned circuiting and conduit stemming from new lighting layout circuits. Provide plenum rated cables above ceilings.

11.3.2.3 All new lighting fixtures shall comply with updated HARB standards or approved by HARB BCE office.

11.3.2.4 Provide dimmable lighting fixtures for all recessed and down lights. Step level may be utilized if applicable.

11.3.2.5 Multiple switching of areas with multiple entrances shall be required at each entrance to that area.

11.3.2.6 Emergency lighting fixtures shall contain battery back-up per

NEC and Life Safety Codes and shall comply with Life Safety Code.

Emergency light fixtures shall be designated by a small permanent red mark on the fixture. Wall mounted emergency lighting shall not be used.

11.3.2.7 LED exit signs with battery back-up shall be used. The HARB standard is green LED type.

11.3.2.8 Utilize dual technology type occupancy sensor wherever applicable throughout each facility unless stated otherwise above. Provide dual technology in combination with the additional lighting controls when called out above.

11.3.2.9 All 4’ industrial fixtures shall have a wire guard installed on them.

11.3.3 Power

11.3.3.1 All existing equipment connections and power circuits in areas which are not renovated shall remain.

11.3.3.2 Provide new sub panels as needed to accommodate new equipment connections. All new panels shall have integral TVSS.

11.3.3.3 Any new panel boards shall have copper bus bars and built-in integral surge protection. Panel boards and circuits shall be suited to a wide range of utilization patterns. Circuit breakers within the distribution panels shall be fully rated for the available fault current. The use of 75 degree C (minimum) insulated conductors is required.

11.3.3.4 All disconnect switches shall be non-fused or circuit breaker type.

11.3.3.5 Wiring shall be copper conductors. All wiring shall be provided and installed in conduit. Wiring system shall consist of insulated single conductors provided and installed in raceways as follows: Galvanized rigid steel conduit or IMC in concrete, masonry, and areas subject to moisture. Electric metallic tubing (EMT) in concealed areas and exposed where not subject to physical damage. Nonmetallic conduit (Type 80 PVC or schedule 40 PVC where allowed by the NEC or HARB standards) in the ground and below concrete slabs. Wiring shall be concealed within the walls in all areas except equipment areas. Conduit shall be labeled with source and destination. Empty conduit shall have nylon pull rope installed in it with 10 additional feet of pull rope coiled at each end. A grounding conductor shall be provided and installed with all feeders and with all branch circuit wiring to receptacles and equipment. Conductors shall be a minimum size of 12 AWG. UL instruction shall be applied when applying the ampacity tables of National Electrical Code. Article 110-3B states that

"Listed or labeled equipment shall be installed and used in accordance with any instructions included in the listing or labeling." Since virtually all electrical equipment that meets the approval required by Article 110-2 of the National Electrical Code is UL listed, the equipment must be installed in accordance with UL instructions. The basic rule of the UL Electrical

Construction Materials Directory states that, in general; "The termination provisions are based on the use of 60 degrees C ampacities for wire sizes

No. 14-1 AWG, and 75C ampacities for wire sizes Nos. 1/0 AWG and larger, as specified in Table 310-16 of the National Electrical Code."

Higher temperature rated conductors than specified may be used if the size is based upon the previous statements. The ampacity de- rating for number of conductors in raceway and ambient temperature will be based upon the

National Electrical Code. The percentage of conductor fill in conduit shall be based upon National Electrical Code: one conductor maximum fill of

53 percent; two conductor maximum fill of 31 percent; and, more than two conductors maximum fill of 40 percent.

11.3.3.6 Circuits will be sized to limit voltage drops to no more than 5% at the worst condition. The design goals will be to limit voltage drops to

2% on feeders and 3% on branch circuits. The Contractor/Designer shall obtain final equipment data from the facility users to confirm outlet requirements. (Bid shall be based upon the stated requirement.)

11.3.3.7 Grounding

11.3.3.8All grounding shall meet the requirements of the NEC and HARB

Design Standards.

11.3.4 Specifications

11.3.4.1 Edit only those items in parentheses in UFGS Specifications.

11.3.4.2 Specifications include, but are not limited to:

a. 26 20 00 INTERIOR DISTRIBUTION SYSTEM

b. 26 51 00 INTERIOR LIGHTING

12. ELECTRONICS:

12.1 Codes and Design Criteria Requirements

12.1.1 The latest version of the following publications, standards, and associations shall serve as a reference guide for all design and construction criteria:

i. HARB Electrical Design Requirement

ii. HARB First 400 Feet Standard Guidance

iii. Building Industry Consulting Service

International (BICSI) TIA/EIA-568, Commercial

Building Telecommunications Cabling

iv. TIA/EIA-569, Commercial Building Standard for Telecommunications

Pathways and Spaces

v. NFPA 70, National

Electrical Code NFPA

72, National Fire

Alarm Code

vi. NFPA 75, Standard for the Protection of Information Technology

Equipment NFPA 170, Standard for Fire Safety and Emergency

Symbols

vii. UFC 3-580-01, Telecommunication Building Cabling Systems Planning and Design UFC 3-600-01, Design: Fire Protection Engineering For

Facilities

viii. UFC 4-021-01, Design and O&M: Mass Notification Systems

ix. I3A, Technical Guide for Installation Information Infrastructure

Architecture, March 2006

12.2 General Description of Work

12.2.1 OFFICES

12.2.1.1 Provide two new data outlets for the new office that will be provided in place of the existing Composite Repair Shop. Homerun to the existing communications room and terminate to existing equipment. Install all necessary conduit and outlets only. Provide pull strings for the future installation of cables. See architectural section to coordinate.

12.2.1.2 Provide TV outlet.

12.2.1.3 Provide additional FAMN devices as required per code for new space created as part of the renovation. See architectural section to coordinate.

12.3.1.4 Coordinate the relocation/reinstallation of all existing ceiling mounted FAN devices with new ceilings and spaces to meet NFPA 72 and

UFC 4-021-01.

12.3 Interior Telephone LAN Systems

12.3.1 Remove all unused or previously abandoned conduits and cables in the renovated areas.

12.3.2 Cat 6 rated dual wall outlets with 1 jack utilized for voice and 1 utilized for data shall be provided. Provide 1 wall outlet per wall (spread max. 10’) in each admin space and a minimum of 1 in all other spaces excluding restrooms and utility rooms. Confirm all outlet requirements with facility users. (Bid shall be based upon stated requirement.) One 1” conduit shall be routed from each outlet to a cable tray or homerun to the serving backboard or rack. All cables shall be 4 pair 24 AWG copper Cat 6 rated.

Label all homeruns at the outlet and communications room termination.

12.3.3 Telecommunications systems grounding shall comply with the NEC and

EIA/TIA-607, Grounding and Bonding Requirements for

Telecommunications. Provide surge suppression on the existing service entrance communications located in the electrical/communication room.

All communication racks, cable trays, conduits, etc. will be grounded with

#6 AWG insulated (green) copper grounding conductor to main grounding bus bar. Looping grounds shall not be permitted.

12.4 Fire Alarm and Mass Notification System:

12.4.1 Provide all changes to the FAMN system for each facility as required by the renovation in accordance with UFC 4-021-01 Design and O&M: Mass

Notification Systems, NFPA 72, and HARB Design standards.

12.4.2 The existing FAMN systems shall remain fully functional during the renovation process for each facility and the Contractor shall protect as required all existing FAMN equipment during renovations.

12.4.3 All additional devices to the systems shall match the existing. Submit all changes to the system to HARB BCE for review.

12.4.4 All changes to the FAMN systems shall be performed by qualified personnel in accordance with paragraph 1.6.1 of UFGS 28 31 76 specification. The installation personnel shall be factory trained in the installation, adjustment, testing, and operation of the equipment specified herein and on the drawings.

12.4.5 Testing required by due to changes to the FAMN systems shall be overseen by HARB BCE.

12.5 Specifications:

12.5.1 Edit only those items in parentheses in UFGS Specifications.

12.5.2 Specifications include but are not limited to:

a. 27 10 00 Building Telecommunications Cabling System

b. 28 31 76 Interior Fire Alarm and Mass Notification System

13 ARCHITECTURAL:

13.1 Design criteria:

13.1.1 Applicable Codes and Standards: Except as specified otherwise in the RFP, design and construction of facilities shall comply with the latest editions (as of the date of the RFP issue) of the following. Major criteria references for building design are listed below; additional requirements are included throughout the RFP.

13.1.2 Florida Building Code (FBC).

13.1.3 International Building Code (IBC)

13.1.4 National Fire Codes, published by the National Fire Protection Association

(NFPA), including NFPA 101, 13, 10, etc.

13.1.5 ADA and ABA Accessibility Guidelines for Buildings and Facilities.

13.1.6 The Unified Facilities Criteria (UFC) 1-200-01

13.1.7 UFC 1-200-01 Design: General Building Requirements

13.1.8 UFC 3-440-05 Tropical Engineering.

13.1.9 UFC 3-120-10 Interior Design

13.1.10UFC 4-010-01 Department of Defense Minimum Antiterrorism Standards for Buildings. Document is available on the internet at http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4.

13.1.111UFC 3-600-01 Fire Protection Engineering for Facilities. Document is available on the internet at http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4.

13.1.12HARB Interior standard paint color.

13.1.13New architectural elements and finishes under this section shall meet minimum criteria of section 11.3, Architectural elements and finishes.

13.1.14The design of the layout for the building should be in accordance with the attached concept drawing which specifies the needs of the tenant.

14 CIVIL:

14.1 All disturbed areas shall be restored to match or exceed existing conditions.

14.2 The designer may choose to reroute existing utilities to accommodate the new design, however, all costs associated with such utility redesign and construction shall be considered inclusive in the contract, the design shall include the appropriate

UFGS specifications necessary for the work, and each shall be edited in a manner approved by the Civil Engineering Flight to match contemporary base utility standards. The site map of the existing known utilities is included in Concept

Drawing; however, the contractor shall be responsible for verification of all utilities that can be reasonable surveyed, along with associated measurements as part of the design process. No utility shall be abandoned without consideration to, and approval by, the government.

15 FINISHES: The Contractor shall construct IAW the contractor-submitted, government-approved drawings and specifications. HARB approval of Contractor design drawings and specifications does not negate compliance with the design requirements contained herein.

15.1. Interior doors and frames. Provide new doors where indicated.

15.1.1 Frames shall be welded galvanized hollow metal type painted in the field, ANSI A 250.8 and shall match the door use level. Form frames with welded corners for installation in masonry partitions and in metal stud and GWB partitions. Frames shall be set in accordance with SDI 105. Knock-down frames are prohibited.

15.1.2 Doors shall be solid core wood with birch veneer, 1-3/4-inch thick.

Provide and install solid wood doors with wood core and solid wood edge bands. Vertical edge bands shall be one piece or laminated two-piece solid lumber to match face veneer species for natural finish wood doors. Reinforce door at all hardware attachments to door with sound grade hardwood. Flush doors shall conform with WDMA I.S.-6. Provide staved lumber, structural composite core or particle board core construction. Provide hardwood veneers cut for the best presentation for natural finishing of doors. Set match veneers of all components of a door opening. Face veneers shall be 1/20” thick before sanding. Factory Finish at the factory as follows: AWI Quality Standards

Section 1500, specification for System No. 4 Conversion varnish alkyd urea or System No. 5 Vinyl catalyzed, coating shall be AWI Quality Standards premium, medium rubbed sheen, with an open or closed grain effect, and poly-wrap at factory for shipping. Field finish as follows: Prepare doors in accordance with WDMA I.S.1-A, factory prime or seal doors on six sides of the door, Manufacturers’ primer or sealer shall be compatible with door finish system.

15.1.3 Door Hardware preparation shall be in accordance with SDI 17, ANSI/DHI A115 and ANSI/SDI 100. Doors shall be hung in accordance with

ANSI/SDI 100. Door hardware not otherwise indicated shall consist of

BHMA A156.13 lever handles with a return to within 1/2 inch of the door face. Provide rim cylinders, mortise cylinders, and knobs of bored locksets with interchangeable cores using seven pin tumblers removable by special control keys. Provide cylinders from products of one manufacturer, and provide cores from the products of Best Lock Corp of Falcon Lock. All door leafs shall be equipped with BHMA A156.15 door closer holder-release devices. Provide BHMA A156.6 8-inch kick plates on all new doors. Provide

BHMA A156.1, 4-1/2 by 4-1/2 inch hinges. Provide aluminum threshold or other suitable commercial grade transition depending on floor types. Wall mounted door bumpers shall be installed and adequately blocked to protect adjacent walls.

15.2. New masonry wall used in the design shall match the color and smooth face where visible.

15.3. Structural Repair Room #122 flooring needs to be leveled prior to relocate existing shear and metal bending machines of a total of three (3) machines. The flooring finishes shall be an epoxy flooring system. Epoxy flooring must be installed over perfectly clean concrete surface.

16 CONSTRUCTION PHASE: The Contractor shall construct IAW the contractor-submitted, HARB-approved drawings and specifications. HARB approval of Contractor design drawings and specifications does not negate compliance with the design requirements contained herein.

16.1 Notice to Proceed (NTP): the NTP for construction shall not be given until approval…