Attachment 2 - Statement of Work (SOW) (Rev 8).pdf

KYJM 19-9003 Outdoor Fitness Facility Design-Build Project, Design Requirements

Revision 8

26 May, 2022

DESIGN REQUIREMENTS

GENERAL: 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 Design Requirements below. All work shall be done in conformance with applicable sections of the attached Environmental Protection Specification, the concept drawing, location map, pictures, Federal, State and Miami-Dade Department of Environmental

Management (DERM) codes and regulations, and Occupational Safety and Health

Administration (OSHA) requirements. The term, Contractor, shall be interpreted to mean the prime contractor and all its subcontractors. All final certified design drawings shall be signed, sealed and dated by a registered architect (architectural) and a professional engineer

(engineering). Design company name, address, phone number and company certification of authorization shall be shown on drawings. Design drawings shall include relevant standard details for typical items installed under this contract.

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

2. PROJECT DESCRIPTION:

2.1. The project is a design-build contract. The Contractor shall provide services to prepare and complete construction documents consisting of design drawings, design analysis and technical specifications edited from latest Unified Facilities Guide Specifications

(UFGS) at the date of contract award. The project technical specifications shall be provided in MS Word format and edited from latest edition of UFGS. The Contractor shall edit only those items in parentheses in UFGS with non-relevant text and headers deleted or edited. Any proposed deviation to these specifications will require approval of the Contracting Officer.

2.2. The contractor shall provide 65% submission package, 100% submission package and final certified submission package. The 65% submission package will be rejected if the technical specifications are not edited. Submission package shall contain the design drawings, technical specifications and design analysis. Drawings in PDF and Autocad formats shall be provided at each design phase. Contractor shall allow up to 15 calendar days for government review of each submission package. Contractor shall provide a writing response to all government’s comments indicating how the comments were addressed and the sheets where the corrections were made.

2.3. Contractor shall not order any equipment or material and shall not begin any phase of construction until Government approves in writing the Final Design submittal.

MEETING or EVENT (The Contractor shall coordinate all meetings with the Contracting Officer Representative (COR))

TIME OR DURATION

(Calendar Days)

Notice to Proceed (NTP) for Design

Meeting #1, Site Visit/Kickoff meeting (*) Within NTP + up to 10 Days

Submission of 65% design package (**) Within Meeting #1 + 35 Days

Government Review of 65% design package Up to 15 Days

Meeting #2, 65% design Review Meeting (*) With Receipt of Government Comments + 5 Days

Submission of 100% design package (**) Within Meeting #2 + 35 Days

Government Review of 100% design package Up to 15 Days

Meeting #3, 100% design Review Meeting (*) With Receipt of Government Comments + 5 Days

Submission of Certified Final (stamped documents) (**) Within Meeting #3 + 10 Days

(The 100% design package shall be approved, and all comments shall be addressed and cleared before submission of the certified final documents).

* Meetings may be via telecom and/or at HARB as requested by Contracting Officer representative (COR) inviting all Acquisition Team. The contractor’s manager with the CO, Contract Administrator (CA), COR, and other government personnel constitute an acquisition team (See FAR 1.102 (c) and shall meet on a regular basis. Meetings at HARB shall be at no additional cost to the government.

** All submissions shall be provided in digital format. One hard-copy may be requested by the Contracting Officer at no additional cost to the government.

3. SCOPE: Provide all demolition, restoration, alterations, additions and finishes as required to satisfy the square foot requirements. Spaces shall be further developed by the Contractor to accommodate the requirements and to comply with building codes, UFCs, UFGS. The new facility will have:

a) Lifting rack/ support beams.

b) Fixed steel beam with holes drilled to hang 25 foot ropes.

c) Toe-hold bars 3 in above the finished floor.

d) Perimeter fence with gates.

e) Fitness Flooring.

f) Sloped Hip Roof.

g) Power circulator fans and occupancy control.

h) Lighting and photo control system.

i) Lightning protection system.

j) Infrastructure to support future landline telephone, card reader security system, and

CCTV security systems.

k) If Option #2 is not funded. Provide the conduit or conduits to support the infrastructure for future installation of the card reader security system for each future single door.

l) Infrastructure to support future installation of smart meter and antennae.

m) All infrastructure conduit(s) to be used for future systems with end-point of connections nearby the new Facility shall terminate in junctions boxes minimum four (4) inches above-ground. Junction boxes shall be labeled.

Option #1. Fitness Flooring – Outdoor Application. See section 3.6 for additional information.

Option #2. Steel picket fence, see attached picture for reference. Two steel single exterior doors and one double steel exterior. See sections 3.8 and 3.9 for additional information.

Option #3. Card reader security system, and CCTV security system. See section 3.16

Electronics for additional information.

Option #4. Smart meter and Meter/Antennae. See section 3.12.3 for additional information.

3.1. Attachment 1 shows the proposed location of the new facility. Under-ground utilities including a force sewer main and electrical conduits are located near the proposed location. Electrical transformer is also located in the area of the proposed location.

3.2. Concrete Floor Slab. Provide design and specifications for the cast-in-place concrete floor slab. Contractor is responsible for obtaining any surveys and geotechnical investigations required for the design. At minimum, the following information shall be shown in the project drawings:

3.2.1. Assumed temperature range when temperature stresses are a factor in design.

3.2.2. Details of concrete sections showing dimensions, reinforcement cover, and required camber.

3.2.3. Details of reinforcement in slab showing type, dimensions and cover.

3.2.4. Joint details showing locations, type and dimensions. Include critical construction joints and sawed contraction joints.

3.2.5. Finished Floor Elevation.

3.2.6. Show heavy-duty wear-resistant finish on the exposed concrete surface.

3.2.7. Loading assumptions used for design.

3.2.8. Material strengths used in the design, and fc.

3.3. Grading and drainage around the building. Provide grading plan showing new elevations and new slopes around building. New grades shall be sloped to provide drainage away from the building. Maximum slope shall be 2%.

3.4. New building shall be a 2,000 square foot (50 feet x 40 feet) clear open area (no columns) with the ability to hang two 25 feet ropes in the middle and a minimum clearance height of 12 feet on sides. Geotechnical study shall be done to determine soil conditions. Geotechnical report shall be generated, and signed and sealed by a

Registered Professional Engineer.

3.5. Provide sloped Hip Roof. It could be structurally framed Standing Seam Metal Roofing

(SSMR), or Pre-engineered building system. Provide roof with R-15 minimum insulation, see attached picture for reference. SSMR or Pre-engineered building will consist of the following:

a) Contractor shall design and install new roof following all applicable UFC, Florida

Building Codes and Miami Dade Code.

b) Roof shall be designed as per ASCE 7-10, IBC 2018, UFC 3-110-03, & the Miami

Dade Code for High Velocity Wind Zones. All design shall be done by a

Professional Engineer. All parts of all structures, including the concrete anchors and embedment, shall be designed for the specified wind velocity and shall be tied together to provide an integrated resistance to high wind effects. Design analysis shall include roof uplift calculation, hydraulic calculations, wind zones, attachment of system layers, flashing details, and any structural damage identified. Design R value for the composite roof system is R=15.

c) Contractor shall submit framing components to show sizes, thicknesses, layout, material designations, methods of installation, and accessories. Contractor shall submit metal framing calculations to verify sizes, gages, and spacing of members and connections. The submittal shall include methods and practices used in installation. The submittal shall include the roof plan, installation details and phasing plan for execution of the project. The roof design shall have the seal of the

Professional Engineer as well as manufacturer certification that the roof as designed will be warranted by the manufacturer at the completion of construction. All structural drawings shall be signed and sealed by a Florida-registered P.E

d) Wind loads shall be calculated IAW ASCE/SEI 7-10 and the latest edition of the

Florida Building Code for High Velocity Wind Zones.

e) The roof SSMR system or Pre-engineered building, including the insulation, shall have a current Miami-Dade Notice of Acceptance (NOA) and be installed in a manner recommended by the NOA for the roof insulation requirements and building deck that meets or exceeds the uplift requirements specified herein. For conflicts between the NOA and these specifications, the NOA shall rule. Non-rated systems are prohibited. Ballasted systems are prohibited. The complete roof covering assembly, including insulation, shall be capable of withstanding an uplift pressure calculated by ASCE-7 using a minimum wind speed of 150 mph, exposure category C, but in no place shall be less than 150 psf.

f) Provide metal interlocking flush panel for any soffits with 18 inch eaves. Exterior roof panel color shall be Medium Bronze. Interior roofing panel color shall be a manufacturer-standard light color. Gutters shall be used and all panel edges shall be appropriately terminated in matching metal trim.

g) Zinc-plated metal is prohibited in all forms.

h) Work shall conform with the requirements of UFC 3-110-03 Roofing, sections of the Unified Facilities Guide Specifications that are applicable, and applicable sections of the National Roofing Contractors Association (NRCA) Roofing and

Waterproofing Manual, 5th Edition (NRCA Roofing Manual: Metal Panel and SPF

Roof Systems 2016 or latest version).

i) New roof warranty shall be a 20 year single source No-Dollar-Limit weather tightness system warranty that covers the roof up to the required design wind speeds. A minimum of 3 inspections shall be performed by the roofing manufacturer and a copy of the report prior to close-out of the project. All manufacturer inspections and government inspection require a written request 10 days in advance.

j) Close-out CD shall include As-built drawings in Auto-Cad and PDF, copy of warranty, and final inspection report.

3.6. Option #1. Fitness Flooring – Outdoor Application. Provide impact-absorbent and slip-resistant water resistant rubber flooring designed for heavy-use fitness and serious training. Non-slip surface treatment shall be provided. Provide a minimum of 10-years warranty.

3.7. Provide split face CMU minimum of 3 feet height with a pre-cast concrete cap smooth finish on each steel column. Color and texture of split face shall match existing

Westover Gate canopy. Color of columns shall also match existing Westover Gate canopy.

3.8. Option #2. Provide two steel single exterior doors for entrance, one to be located on the north and one on the south side. Provide one double steel exterior door for equipment access. All door locations shall be on the fence and coordinated during the design phase. All doors shall open out. Single doors shall be 3 feet width minimum, double doors shall be 3 feet width minimum each leaf. Provide crash/panic bar for single doors with a backing plate that extends a minimum of 18” above and below the bar to prevent activation from the outside. Provide door closer holder-release devices for all doors suitable for exposed locations. Provide lever handle for all doors. Provide rim cylinders, mortise cylinders, and knobs of bored locksets with interchangeable cores using seven pin tumblers removable by special control keys and cylinders. Provide permanent cores from the products of Best Lock. Provide hardware that support the Best cores. Provide infrastructure to support the future installation of card security system for each single door. Infrastructure shall include the installation of under-ground conduit from the new

Facility to the existing Gymnasium’s Mechanical Room (B-359), and above-ground conduit from the Mechanical Room to where the existing card security system computer workstation is located. Provide pull – draw string for each conduit. Conduits size shall be coordinated during the design phase.

3.9. Option #3. Install card reader security system for each single exterior door. See section

3.16 Electronics for additional information.

3.10. Option #2. Provide steel picket fence, see attached picture for reference, around entire overhang structure for security purposes with an accessible/lockable fence doors. Fence shall be 5 feet away minimum from exterior structure.

3.11. Bird netting. Provide a heavy-duty polyethylene bird netting to prevent birds from entering unwanted spaces. Bird netting: Shall be ¾” mesh. Color black. Install bird netting over all areas to prevent birds from landing or nesting. The bird netting must meet or exceed the requirement of ISO 1806 and 9001 Protocol Mesh Test for quality and mesh break strength.

Outdoor Fitness Facility built in an Air Force Base – (hip roof required)

3.12. Install ceiling-mounted industrial high volume / low speed paddle fans, four (4) minimum. Install IAW manufacturer recommendations. Provide lockout disconnect at

48-in (eye-level) at a wall location clearly visible from the corresponding fan and at a location of the user’s choosing. Provide multi-switching and occupancy control per paragraph 2.12.3.4. Ceiling Fans shall hang no lower than nine (9) feet from the bottom of the finished floor.

3.13. Power Distribution:

3.13.1. The underground primary distribution grid is owned by utility company, Florida

Power & Light (FP&L).

3.13.2. Provide new electric meter box and underground electric service entrance to the new facility. New service entrance shall be in conduits. Metal caution tape shall be provided 12 inches above conduits. Locate meter support structure outside the facility fence.

3.13.2.1. Utility Metering: Power at the facility shall be metered using the utility company, Florida Power & Light, Standard. Provide a self-contained electric meter socket enclosure, meter instrument rack with reinforced concrete base and three poles heavy duty safety switch NEMA 4X rated.

Use 2 inches diameter posts with caps and unistrut channel framing for instrument rack. All instrument rack materials shall be hot-dip galvanized steel type. Locate electric meter rack next to the utility transformer. The contractor shall coordinate a new electrical service connection and metering installation with the utility company. The utility company point of contact is

Mr. Kevin Sola (305) 387-6623

3.13.3. Option #4. Homestead Air Reserve Base (HARB) Metering up to and including 400

Amp Building Service:

3.13.3.1. Meter: Square D PM 820 - shall be of the microprocessor based intelligent type, with communications capabilities including Ethernet gateway, radio frequency, and fiber optic modem. Ethernet/RF accessory or an equivalent poly-phase electricity meters suitable for billing, allocation of cost, and recording of data for energy management and control applications

3.13.3.2. Meter Enclosure to be mounted on the exterior, all devices shall be enclosed in a NEMA 3R, 316 stainless steel box with hinged door. Provide meter bypass switch. Provide split core type current transformers for the service, sized for the service amps or larger.

3.13.3.3. Meter/Antennae enclosure is to be mounted near the facility on concrete posts with concrete pad and be supported by stainless steel unistrut.

Location will be determined and reviewed during design phase. The meter/antennae enclosures and associated equipment shall be powder coated to the manor house brown standard, the conduit shall be painted. The meter/antennae enclosures, all associated equipment and conduit color shall be coordinated with the government.

3.13.3.4. All Current Transformer (CT) cabling shall be installed below grade when installed within the secondary or primary compartment of a transformer.

3.13.3.5. Contractor shall fully coordinate any power outage and connection for the new electric service with FP&L. The utility company point of contact is Mr.

Kevin Sola (305) 387-6623

3.14. Lighting:

3.14.1. Lighting levels shall conform to UFC 3-530-01 Design: Interior, exterior Lighting and control. Provide point-to-point calculations for exterior lighting and all interior spaces. Contractor shall perform calculations during the 65% design phase and submit as part of the 65% submittal drawings unless otherwise noted. All lighting fixtures shall meet energy code requirements, ASHRE 90.1, EPAct 2005, Executive

Order 13423 and Energy Independent and Security Act of 2007.

3.14.2. Exterior Lighting:

3.14.2.1. Provide lighting fixtures mounted on the exterior columns of the facility.

Lighting fixtures shall be LED wall pack semi-cutoff type and floodlight in die cast aluminum housing. At least three (3) exterior lights shall be provided, one at each egress direction and one floodlight with visor on the north side at 10 foot elevation. Lights shall provide a minimum average lighting level of 2 foot-candles. Provide enough illuminance at the face of each access control card reader or where the future access control card reader will be located. Use a correlated color temperature (CCT) of no greater than 2700 Kelvin. New emergency lighting fixtures on each egress path shall contain battery back-up per NEC and Life Safety codes.

Emergency light fixtures shall be designated by a small permanent red mark on the fixture. Wall mounted emergency lighting shall not be used. All exterior lighting fixtures shall be controlled by astronomical digital timer and single locking type photo control mounted at least 3 inches above roof line, facing north.

3.14.3. Interior Lighting:

3.14.3.1. Utilize High-bay LED lighting fixtures with automatic dimming in conjunction with daylight harvesting and occupancy control. Use a correlated color temperature (CCT) of no greater than 3500 Kelvin.

Consider luminaires located along the facility perimeter as primary zone and secondary zone to those luminaires located at the center. All occupancy sensors coverage should be within the facility footprint only. Locate occupancy sensor and/or adjust sensor sensitivity in order to cover 6 feet maximum around main gate where access card reader is located. All LED fixtures shall have wire guards. Lighting fixtures shall be outdoor rated.

Provide emergency light fixtures. All emergency fixtures shall also serve as night lighting. LED shall conform to UFC 3-530-01. All LED luminaires/drivers must be purchased with a warranty of at least 10 years.

3.14.3.2. The new lighting system and lighting levels shall be listed as required per

UFC. Lights shall provide a minimum average lighting level of 30 foot-candles with 4:1 uniformity. LED exit signs with battery back-up shall be used. Exit signs shall be green LED type in aluminum housing.

3.14.3.3. Provide multiple switching. High-bay lights shall be controlled that each light switch will be controlling 50 percent of each lighting fixture and/or on every other LED lighting fixture type.

3.14.3.4. Utilize dual technology high-bay occupancy sensors for each lighting zone and paddle fan coverage zone. The entire zone shall be coverage by both ultrasonic and passive infrared sensors. Utilize overhead mounted type.

Occupancy sensors must be set to 15 minutes time delay.

3.15. Power:

3.15.1. All energy consuming devices and/or equipment shall meet energy code requirements, ASHRE 90.1, EPAct 2005, Executive Order 13423 and Energy

Independent and Security Act of 2007.

3.15.2. Provide distribution panel. Provide 100 amp, 480/277 V, 3-phase fused disconnect switch rated NEMA 4X. New 100 Amp, 120/208Vac, 3-phase, and 60 Hz panel-board shall have copper bus bars and built-in integral surge protection. Provide new

30 kVA, 3 phase, transformer rated outdoor. Panel-board and circuits shall be suited to a wide range of utilization patterns. Circuit breakers within the distribution panel shall be fully rated for the available fault current. The use of 75 degree C

(minimum) insulated conductors is required. Provide minimum of 25% empty space capacity in panel-board. Provide arc flash warning labels on electrical equipment.

Panel-board enclosure shall be NEMA 4X type. Locate panel-board, transformer and disconnect switch with the electric meter box outside the fence area.

3.15.3. Provide a minimum of six (6) dedicated weather proof general-purpose NEMA 5-

20R, GFCI, duplex receptacles. Located receptacles along the facility perimeter concrete columns at opposite sides. Provide galvanized steel receptacle housing with G90 painted for each duplex receptacle.

3.15.4. Provide power connections and ancillary work required to support all mechanical requirements.

3.15.5. Provide power connections and ancillary work required to support all electronic requirements.

3.15.6. All disconnect switches shall be NEMA 4X types.

3.15.7. Wiring shall be copper conductors with THHN/THWN insulation. 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 HOMESTEAD standards) in the ground and below concrete slabs.

Conduit shall be labeled with source and destination.

3.15.8. Provide two spare conduits, minimum of ¾ inch from equipment rack to the facility.

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; "Consider the termination provisions of 75 degrees C ampacities for wire sizes Nos. 14 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. See Appendix for additional requirements.

3.15.9. 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 shall obtain final equipment data from the facility users to confirm outlet requirements. (Bid shall be based upon the stated requirement.) Provide voltage drop calculations, short circuit and arc plash analyses.

Contractor shall perform calculations during the 65% design phase and submit as part of the 65% submittal drawings unless otherwise noted.

3.15.10. Provide electric hand holes. All hand holes shall be traffic rated with metal cover.

Provide 6 inches concrete all around hand holes with 2 inches thickness.

3.15.11. Use directional boring under paved roads and walking track/paths area.

3.15.12. All grounding shall meet the requirements of the NEC and HARB Design

Standards. Provide copper main bus bar with standoff bracket. Provide grounding to the new fence per UFC.

3.16. Lightning Protection:

3.16.1. A conventional lightning protection system shall be provided; design shall be in accordance with TM 5-811-3, AFI 32-1065, NFPA 70 National Electrical Code, NFPA 780 Lightning Protection Code, UL 96 Lightning Protection Components, UL 96A Installation Requirements for Lightning Protection Systems, and HARB

Electrical Standards. The lightning protection system for this facility shall be UL inspected and provided with a UL Master Label.

3.16.2. The lightning protection system shall consist of air terminals, roof conductors, down conductors, ground connections, and grounds, electrically interconnected to form the shortest distance to ground. All components of the system shall be copper. All conductors on the structures shall be in protected conduit (PVC schedule 80), painted to match building color. Secondary conductors shall interconnect with grounded metallic parts within the building. Roof conductors to be concealed on roof. Use of adhesives in roof is prohibited. Interconnections made within side-flash distances shall be at or above the level of the grounded metallic parts. The system furnished shall consist of the standard products of a manufacturer regularly engaged in the production of lightning protection systems and shall be the manufacturer's latest UL approved design. No combination of materials shall be used that form an electrolytic couple of such nature that corrosion is accelerated in the presence of moisture unless moisture is permanently excluded from the junction of such metals.

Aluminum shall not contact the earth nor shall it be used in any other manner that will contribute to rapid deterioration of the metal. Appropriate precautions shall be observed at connections with dissimilar metals.

3.16.3. Connections comprising continuations of down conductors from the structure to the grounding electrode shall securely connect the down conductor and ground in a manner to ensure electrical continuity between the two. There shall be a ground rod connection for each down conductor. Metal water pipes and other large underground metallic objects shall be bonded together with all grounding mediums. A grounding electrode shall be provided for each down conductor. Ground rods shall be set not less than 3 feet, or more than 8 feet, from the structures foundation.

3.16.4. Provide ground rings in place of all ground rods to provide the required resistance to ground. Each ground ring shall consist of a minimum of three ground rods, loop connected with No. 1/0 copper cable. All connections between ground connectors and grounds or counterpoise and between counterpoise and grounds shall be electrically continuous. Provide test well on each facility corner and electric equipment rack.

3.16.5. Provide a lightning protection analysis. Contractor shall perform calculations during the 65% design phase and submit as part of the 65% submittal drawings unless otherwise noted.

3.17. Electronics:

3.17.1. Provide new infrastructure to support the future installation of access control system for the two (2) exterior singles doors. The new infrastructure shall include but not limited to the installation of new conduits from the new facility to the Room in building 359 where the future point of connection is located at. Do not use existing installation to support new equipment, conduits and wiring.

3.17.2. Provide infrastructure to support the future installation of closed circuit television

(CCTV). The new infrastructure shall include but not limited to the installation of new conduits from the new facility to the Room in building 359 where the future point of connection is located at. Do not use existing installation to support new equipment, conduits and wiring.

3.17.3. Option #3.

a.) Design and installation of access control system (ACS) to the facility exterior single two (2) doors to control the access of unauthorized personnel, and closed circuit television (CCTV) to provide coverage for the entire facility IAW every applicable requirement of UFC 4-021-02, section 28-10-05 of Unified Facilities Guide

Specifications (UFGS), NFPA-101, NFPA-72 and other applicable codes and regulations. New access control and camera devices shall be completely hard wired.

Wireless communications are not allowed on the Base.

b.) Modify existing ACS and CCTV panel and/or central computer to accept, view and interact with the new CCTV and ACS hardware and software, create and/or modify database of users with access to the facility, monitor events and alarms, and run reports on past system activity. The AC computer workstation and CCTV head-end and equipment are located in Admin Office, Room 100B at Building 359. Provide new remote auxiliary panels if necessary and mount it on facility column on NEMA

4X type enclosure. All new devices and equipment shall be fully compatible with existing. The existing ACS and CCTV equipment manufacture is SMARTnet, Inc

(www.smartnetgov.com). The SMARTnet representative point of contact is Mr.

Jason (732) 476-8706 or (703) 779-7678 (Opt1).

The existing security service and electronics systems shall be upgraded from the current Windows 7 system to the latest Smartnet Windows version and be reprogramed to support the addition CCTV, IT and Access Control system.

c.) Provide new Card Readers, balanced magnetic Switches, indicator lights and

Electric locks/strikes for doors. Each controlled gate door shall be equipped with a dual-technology (contact/contactless) smart card reader with integral keypad capable of reading the Integrated Circuit Chip (ICC) in DoD Common Access Card

(CAC). Provide access tower and indicator 60 mm LED light (green and red).

Mount indicator light in the gate or facility. AC devices to be outdoor rated.

Provide new conduits from existing access control (AC) and close circuit TV panel locations to the new facility location.

d.) New card readers and balanced magnetic switches or balanced magnetic switch shall comply with applicable section of UFGS 28-10-05. Each controlled door shall be provided with an electric lock to alert authorities of unauthorized entry attempts and to sound the local audio alarms installed in the facility.

e.) Provide a normal exit, fail-secure, electric latch retraction lock and panic hardware

IAW UFC, UFGS and Life Safety Code, for instantaneous unlocking and locking of the door by the ACS. When exiting, the panic bar shall depend upon a mechanical connection only. Free egress hardware shall allow building occupants to safely evacuate the facility in the event of an emergency, even during power failure.

f.) The strikes/bolts shall include signal switches to indicate to the system when the bolt is not engaged or the strike mechanism is unlocked. The signal switch shall report a forced entry to the system.

g.) Electric strikes shall be protected with a cover guard.

h.) Free egress hardware shall allow building occupants to safely evacuate the facility in the event of an emergency, even during power failure. When exiting, the panic bar shall depend upon a mechanical connection only to open the door.

i.) Provide surge protection devices on each auxiliary panel and in data/communication lines at the facility exit/entry point.

j.) Mount card readers on a gooseneck galvanized steel pedestal with housing and concrete base, at 42" AFF, within 5' of controlled door and IAW ADA/ABA requirements. Provide engraved laminated labels. Coordinate location with the facility exterior lighting.

k.) Provide minimum four new close circuit day-night cameras (color) with exterior dome housing and aluminum or stainless steel mount. Install camera at each facility metal columns. Cameras shall be outdoor rated.

l.) Modify existing CCTV panel and/or head end to accept, view and interact with new cameras.

m.) The contractor shall label all new wires and major components of the system.

Cables must be labeled at origination, termination, and within enclosures using permanent labels.

n.) Contractor shall conduct a comprehensive testing of every new component and/or feature of the system in order to demonstrate acceptable system performance to the

Government. Prepare a test plan along with detailed test procedures and submit these to the Government for approval prior to testing. A pre-test walkthrough should be performed just prior to the start of the final acceptance testing. The designer should participate in the walkthrough along with the installation contractor and the Government representative. Refer to UFGS 28-10-05 for test requirement.

o.) Do not use existing installation to support new equipment, conduits and wiring.

Contractor shall provide its own supporting means for the installation of new cabling, conduits and equipment.

p.) Power and communication lines shall not share the same wire way.

q.) The Contractor shall perform a functional test to demonstrate to the engineering inspector that the system functions properly.

3.18. Communications:

3.18.1. Provide copper – 1,200 feet x2, 24 AWG, 25 pair, 2x2 inch ducting, PVC schedule

40 when not under concrete, PVC schedule 80 when under concrete, diagonal from each other. Communications conduits shall be provided underground from the new facility and terminate above ground in the facility 359 inside the communication room. Conduit termination location shall be coordinated during the design phase.

3.18.2. Provide two (2) NEMA boxes mounted above each 2x2 duct at 48-inches minimum.

3.19. Labels: Provide engraved laminated phenolic identification plate for all equipment and devices. Identification plates shall be three layers, black-white-black, engraved to show white letters on black background. Letters shall be upper case. Identification plates 1-

1/2-inches high and smaller shall be 1/16-inch thick, with engraved lettering 1/8-inch high; identification plates larger than 1-1/2-inches high shall be 1/8-inch thick, with engraved lettering of suitable height. Identification plates 1-1/2-inches high and larger shall have beveled edges. Install identification plates using a compatible adhesive.

4. MINIMUM APPLICABLE DOCUMENTS, CODES AND REFERENCES: More might be identified as required during the design phase.

Specifications for HARB General Roof

Repair and Replacement for Multiple Contracts.

FBC Florida Building Code, latest edition.

UFC 3-101-01 Architecture

UFC 3-110-03 Roofing

UFC 3-190-06 Protective Coatings and Paint

ASCE/SEI 7-10 Minimum Design Loads for Buildings and

Other Structures

UFC 3-310-01 Structural Load Data, with Change 2

UFC 3-310-02A Structural Design Criteria for Buildings

UFC 3-310-05A Masonry Structural Design for Buildings

UFC 3-320-01A Welding – Design Procedures and Inspection

UFC 3-320-03A Structural Considerations for Metal Roofing

UFC 3-220-03FA Soils and Geology Procedures for Foundation

Design for Building and other Structures

UFC 3-320-06A Concrete Floor Slabs on Grade Subjected to

Heavy Loads

UFC 4-010-01 DoD Minimum Antiterrorism Standards for

Buildings, including Change 1, latest edition

UFC 4-010-02 DoD Minimum Standoff Distances for

Buildings, latest edition.

UFC 4-023-03 Design of Buildings to resist Progressive

Collapse

ACI 302 Guide for Concrete Floor and Slab

Construction

ACI 315 Manual of Standard Practice for Detailing

Reinforced Concrete Structures

ACI 318 Building Code Requirements for Reinforced

Concrete

AISC 325-05 Steel Construction Manual, thirteenth edition

SJI-01 Standard Specifications, Load tables, and

Weight Tables for Steel Joists and Joist

Girders

SDI Diaphragm Manual Diaphragm Design Manual

SDI Pub No 29 Design Manual for Composite Decks, Form

Decks, Roof Decks, and Cellular Deck with

Electrical Distribution

UFC 3-501-01 Electrical Engineering

UFC 3-400-01 Energy Conservation

UFC 3-501-01 Arc Flash

UFC 3-520-01 Interior Electrical System

UFC 3-550-01 Exterior Electrical Power Distribution

UFC 3-560-01 Electrical Safety, O&M

NFPA 70 National Electrical Code

NFPA 72 National Fire Alarm Code

UFGS 26 20 00 Interior distribution system

UFGS 26 41 01.00 10 Interior lighting

UFGS 26 56 00 Exterior lighting

UFGS 01-11-00 Summary of Work

UFGS 01-30-00 Administrative Requirements

UFGS 01-78-00 Closeout Submittals

UFGS 01-33-00 Submittal Procedures

5. CONSTRUCTION: The Contractor shall perform the project in accordance with approved drawings, submittals and specifications. Contractor shall not order any equipment or materials and shall not begin any phase of construction until the Government approves in writing the final submittal. Construction work may need to be phased to accommodate mission requirements. The government will provide its known phasing requirements before construction begins, but facility availability may change based on real world situations. Work will need to be closely coordinated with the facility users and the Contracting Officer

Representative (COR).

6. MATERIALS REVIEW AND SITE VISIT/KICKOFF: Contractors shall utilize the site visit and review the Scope of Work and pertinent attachments, if applicable, to generate a list of requests for information (RFI) and submit them to the Contracting Officer to clarify requirements.

7. PERFORMANCE PERIOD: All Contractor works shall be accomplished within 270 calendar days, including any time for submittals and shipping and handling of equipment.

8. EXISTING FACILITIES: The contractor is strongly encouraged to visit the site and thoroughly investigate existing conditions. Failure to verify the dimensions and locations before commencing work will be at the Contractor’s risk and shall not relieve the Contractor from accomplishing the work required by the contract at the price awarded by the government.

9. SUBMITTALS: All submittals shall be provided in digital format, submitted to the

Contracting Officer and approved by the Engineering Inspector. One hard copy may be requested by the Contracting Officer at no additional cost to the government.

Submittals shall be provided within 10 calendar days after the Notice to Proceed.

Material Approval Submittal (AF3000) form shall be used for each submittal.

Contractor shall itemize on the AF Form 66 “Material Schedule Submittal” all required project submittals. The Contractor shall use the Unified Facilities Guide Specifications

(UFGS) and the requirements contained in this document to fully develop the “Material

Schedule Submittal”. In the event of a conflict, the Design Requirements shall take precedence. Each material submittal shall include information as described in the project technical specifications or as shown on the construction drawings. Once an item of material or equipment submittal has been approved, the Contractor will not be required to re-submit with the following exception: If, at any time during the duration of this contract the

Contractor desires to change materials from those originally approved. See below a list of minimum submittals required, they are not necessarily in order. These submittals and all required submittals shall be listed in the AF form 66.

- 65% submission package.

- 100% submission package.

- Final certified submission package.

- Fans material submittal.

- Lighting material submittal.

- Lightning shop drawing submittal.

- Card reader (ACS) shop drawing submittal, if funded.

- CCTV shop drawing submittal, if funded.

- Smart meter material submittal, if funded.

- Fitness flooring material submittal, if funded.

- Geotechnical report.

- Roof shop drawing and material submittals.

- Roof inspections reports.

- Bird netting material submittal.

- Superintendent qualifications.

- Quality Control submittal.

- Safety Plan submittal.

- Lift Plan submittal.

- Trainings.

- Warranty Plan, including but not limited to roof warranty, flooring warranty (if funded), and any other equipment or installation warranty required.

10. GOVERNMENT REVIEW: Contractor shall allow up to 15 calendar days for government review on all submittals.

11. UTILITIES SERVICE: Contractor is authorized to bring a work trailer or mobile office to the construction site. The Contracting Officer shall approve the designated area. It shall be the responsibility of the Contractor to coordinate with local utility company (FPL) for the hook-up of electrical and communications utilities for work trailers and offices. Any utility hook-up costs shall be at the Contractor’s expense. No additional project’s time shall be granted by the Government due to a delay in the power hook-up coordination with FPL.

Contractor shall be responsible for providing an electrical meter to be connected to the

Base’s systems for reimbursing to the government. The Government will not provide utilities at any Contractor’s open storage area. All taps to the Base’s fire hydrants shall have an approved backflow prevention device according to risk as described in UFC 3-230-02

Paragraph 10.4.

12. ASSIST ARRANGING OUTAGES: Interruption of service for HVAC, Power, Lighting, Telephone, Fire Protection, Fire Detection, Water, Sewer, Roads, and Parking Lots are considered outages. Outages shall be scheduled at least one week prior to the desired time.

13. ELECTRICAL SERVICE AND COMMUNICATIONS FACILITIES: Contractor will not disturb electrical and/or communications facilities and wiring. Where such facilities require removal for accomplishment of the task, Contractor shall notify the Contracting

Officer and the Contracting Officer Representative at least seven calendar days in advance of the requirement, for the accomplishment of such removals by the Government. Contractor shall allow the telephone company and communication personnel access to the systems required. If damage by construction activities occurs, Contractor shall restore service within

24-hours with no cost to the Government.

14. WORKING HOURS: The normal hours of work at HARB are from 0730 to 1630 hours, Monday through Friday, excluding holidays. Access to work sites may be restricted to these hours and days. All other hours shall be considered non-regular time and must be requested in writing to the Contracting Officer 72 hours in advance.

15. NOTIFICATION RESPONSIBILITIES: Contractor shall notify Contracting officer, via phone or E-mail, a minimum of 24 hours in advanced of: (1) initially starting work or starting work after a multi-workday pause, (2) ceasing work for a multi-workday pause, and (3)

Contractor shall notify and coordinate deliveries of major materials and/or equipment with the Contracting Officer Representative (COR).

16. CONTINUED USE OF FACILITES: Surrounding buildings and utilities will continue to be in use during this contract. Work and work areas shall be scheduled at least 24 hours in advance of anticipated time of accomplishments. Work shall be performed in a manner to create minimum disturbance and inconvenience to personnel. Contractor’s personnel will be limited to work areas.

17. BASE REGULATIONS: Contractor shall conform to all base regulations and directives pertaining to security, safety, fire, traffic, and personnel clearance, in so far as they pertain to the Contractors activities at Homestead Air Reserve Base (HARB), Florida. Contractor shall ensure conformance by all employees.

18. BASE ACCESS: Contractor shall coordinate with the Contracting Officer Representative to gain access to areas of the installation involving in this project. Contractor shall follow all

Base rules and regulations regarding entry and access to Base. Contractor shall have in possession all applicable identification documents prior to arrival. Contractor is encouraged to perform background checks on personnel before submission to the Government; the

Government is not responsible for consequences of contractor personnel failing to pass the

Base security criteria. Contractor is responsible to obtain, monitor, and renovate security badges used by its own staff and Subcontractors during the duration of this contract. All

Contractors and Subcontractors shall have a valid badge to enter to the construction site, government personnel should not be called to provide escort.

19. CONTRACTOR QUALIFICATIONS: Contractor personnel will possess any certifications required by federal, state and local regulations to perform the work required in this contract.

Copies of these certifications may be required at the discretion of the Contracting Officer.

20. SITE SUPERVISOR: The site superintendent shall be on the payroll of the Contractor; shall be on site at all times during the performance of contract job, and shall be fluent in English.

The superintendent is not permitted to serve as a quality control (QC) manager.

21. ON-SITE FIELD OVERSIGHT: Contractor shall provide the manpower, equipment, material, services, and transportation necessary to ensure oversight services throughout accomplishment of this Contract. The designated representative of the Government will report all findings to the Contracting Officer.

22. QUALITY CONTROL AND SAFETY PLANS: Contractor shall plan, develop and submit the QC and Safety Plans for Government approval. One hard copy may be requested by the

Contracting Officer at no additional cost to the government.

23. LIFT PLAN: Contractor shall plan, develop and submit the Lift Plan, if required, for

Government approval. All submittals shall be provided in digital format. One hard copy may be requested by the Contracting Officer at no additional cost to the government.

24. CONTRACTOR STORAGE: An on-site open and/or closed area may be authorized by the

Contracting Officer and provided for Contractor project’s material. Additional areas for storage will not be provided, unless approved by the Contracting Officer. Security of the area and project’s materials shall be the responsibility of the Contractor. Contractor shall keep the designated area neat, orderly and clear of all debris. Contractor shall not allow trash or other debris to be scattered from his area by wind or other means. Any open area provided to the

Contractor must be surrounded by a chain link fence / orange safety fence / other, and must be maintained in a serviceable condition at all times. All areas will be kept clear of weeds and trash.

25. EXCAVATION PERMITS: Contractor shall obtain excavation permits (AF Form 103, Base Civil Engineering Work Clearance Request) prior to any excavation. The permit shall be requested by the Contractor and obtained from the Engineering Flight, 482 MSG/CEC, building 232. Permit shall be requested at least three weeks before the start of excavation.

Should any one of the coordination points indicate an additional underground utility or structure over and above those shown on the contract drawing either by sketch on the permit’s drawing or by field pointing or by flagging, Contractor shall be responsible for protection of each of the items indicated. Hand excavation shall be done within three (3) feet of the utilities. Should damage occur to any of the items indicated by the Contractor, contract drawings or coordinating agency to the permit, Contractor shall be responsible for prompt repair of the damage to return the item to its original workable condition. It is required that the operator of excavation equipment have a valid permit in possession while excavating.

Contractor is responsible for initiating the permit renewal process if required.

26. OPEN FLAME, WELDING PERMITS: The Contractor must receive a permit for any welding or other open flame work to be done on Base from the Base’s Fire Department before such work is performed.

27. SOIL RE-USE POLICY: Contractor shall ensure that DERM is notified and approval is obtained prior to any soil re-use outside of the HARB property boundary. The soil re-use policy may be found at http://www.miamidade.gov/environment/pollution-remediation.asp

28. PROGRESS REVIEW MEETINGS: Contractor shall hold weekly progress review meetings and shall coordinate these meetings with Contracting Officer Representative

(COR). These meetings will review the work performed, issues, schedules, milestones, and current status. The Contractor shall submit meeting’s agenda 24 hours minimum prior of the meeting date. The Contractor shall generate and provide the meeting’s minutes within 48 hour post meeting. The Contracting Officer may only modify the progress weekly meeting schedule. The progress review meetings will continue until the project is finished.

29. PRE-FINAL INSPECTION: Contractor shall conduct a pre-final walk-through inspection with all his subcontractors, and publish the pre-final inspection findings in a Pre-Final inspection report.

30. FINAL INSPECTION / FINAL ACCEPTANCE: Contractor shall conduct a final inspection that must be witnessed by government-selected personnel and publish the findings in a Final Inspection Report. The inspection shall concentrate on the items identified at the

Pre-final inspection and recorded in the Pre-final report, but shall also include any test chosen by the attending government personnel.