SOW. KYJM 25-9010 - Rev 1.docx

STATEMENT OF WORK

Version 5.1

KYJM 25-9010 Outdoor Recreation Renovation, Building 164 28 October 2026

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 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, shall mean the Contracting Officer and/or designated representatives. The project will be under contract NLT December 31, 2026. Once awarded, send a copy of the signed and dated contract to AFSVA.SVXF.InvoicePayments@us.af.mil.

Suggested Strategy: The Contracting Officer (CO) should consider selecting local contractors in order to reduce costs in the face of a tight budget, without deviating from federal public procurement regulations. As well considering the current volatile cost of living and material which is increasing exponentially which results in an unanticipated increase in all costs relative to the original estimates; consequently, we will focus on developing the project in phases:

Base requirement, Phase 1: Development of the shell of the building including but not limited to facade, Roof, roof insulation, Garage Doors, louvers, windows, main entry Door, emergency exit doors, Porch, Ventilating Fan Roof Mounted, relocation of exposed utility conduits and cables; to upgrade the existing conditions with a high R-Value (greater thermal resistance) to provide adequate thermal and moisture protection, durability, longevity, weathering moisture and pests resistant for space, equipment and personnel.

Interior renovation of the Outdoor Recreation Storage Facility (Insulation from inside of the existing metal roof in the Warehouse/Storage). Paint all interior exposed walls of the Warehouse/Storage with thermal high-performance coatings.

In addition, install a new sign identifying the building's function and the building number.

Base requirement, Phase 2: Full interior renovation of break room ((Walls, floor, ceiling, Kitchen cabinets (upper, lower and countertop), fixtures, door and the built-in accessories of utilities)), including the addition of the service room with its own door and fixtures. Full interior renovation of the manager’s office (Walls, floor, ceiling). Full interior renovation of the showroom (Wall, floor, ceiling and the built-in wall accessories and two counters for display). Built-in accessories for Warehouse/Storage maximizing storage capacity, improving organization and safety.

Option 1, Phase 3: Provide a new outdoor Gazebo over the abandoned concrete slab, generally matching the architecture of the adjacent facility. Provide an exterior access sidewalk connecting the parking lot, Building 164, and the exterior gazebo, as part of an integrated design.

Note: The cost of the furniture (Kitchen table and chairs, manager’s office, front desk/sale desk, showroom sitting/waiting area, are not included in this base bid, it will be provided through a separate fund or via the tenant’s G.P.C. With the exception of display shelves and/or display cases in the exhibition hall, and the Built-in accessories for Warehouse/Storage in the north side to maximize storage capacity, improving organization and safety, in coordination with the HARB Contracting Officer (C.O.) and the Point of Contact (P.O.C.) of the Civil Engineering Center.

SCOPE OF WORK

1. SITE LOCATION: Homestead Air Reserve Base (HARB), Florida. Bldg. 164.

2. EXISTING BUILDING AND IN-SCOPE WORK:

The project is a design-built contract. The types of project requirements are routine. The design will maintain consistency and visual unity in the character of the adjacent buildings through compatible architectural features. Also, it will incorporate roof overhangs, louvers, fins and other shading devices to control heat gain and glare and to and improve energy efficiency and projecting entry with fully integrate all elements including the design of handicap ramps in the overall design of the primary entrance in an organized uncluttered appearance as well provide consistent and compatible colors for every exterior building feature, including walls, roofs, doors, windows, gutters, downspouts, utility and mechanical elements, and other visible elements. At the same time, install new lighting fixtures and conducts as require or reinstall existing lighting fixtures and conduits that are connected to existing exterior walls, including but not limited to the fire alarm system, communication system, and other electrical systems or exterior pluming system relocation or signs affected by the new walls or structures.

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.

The purpose of this project is to upgrade the existing facility interior, facade, roof insulation in the outdoor recreation storage and garage doors with high R-Value is to provide adequate thermal and moisture protection for space for work, equipment and personnel. The site also requires the incorporation of the split face concrete block for insulation. This facility requires adequate overhang for access door and garage doors protection as well as for energy efficiency. Addition of a running bond split-face CMU veneer with 2” air space with 1” rigid insulation board on fluid-applied air barrier on 8” CMU would provide effectiveness of reducing heat transfer as well provide durability, longevity, weathering moisture and pests resistant.

Prefinished metal gutter, metal fascia and prefinished aluminum downspout with splash block will be placed for the perimeter of the roof as required by standards as min.

Will be added a main entry porch with concrete slab, reflecting ceiling, light fixtures and metal roof with gutter, fascia and downspout.

Coherence and visual unity with the character of adjacent buildings will be maintained through compatible architectural elements.

Extend the existing concrete block wall as required, laying blocks from the top of the existing U-block or beam of the exterior perimetral wall to create a parapet. The maximum height of the building from A.F.F. (Above finish floor) will be 16’-4” at the exterior face of the top of the precast coping. Ensuring the current wall footing can support the additional weight. Secure, structural connection to the existing wall using but not limited to rebar, mortar, and proper foundation techniques.

Both logos identifying the use of the facility will be Follow UFC 3-120-01 “for Informational and Motivational Signs for size, layout and content”, Figure 3-7 Secondary Installation Identification Signs and C08.1.2. It will be Metal frame and panels, CMU base and use color Dark bronze, brushed aluminum, accents per UFC and finish in Powder coat or vinyl sign face Note: Display of emblems on building exterior walls or other permanent structures is prohibited by UFC.

EXAMPLE

(For general information only)

Will be provided with a new one (1) single window in the east side of the break room (The opening will augment interior lighting and space conditioning needs), as well remove and replace the existing windows by double window, one (1) in showroom (Room 107) south side and two (2) in the manager’s office (Room 101A) one (1) in south side and one (1) in west side. The small window on the east side of the building (Room 104) will be replaced with a new one.

In the interior will provide remodeling of the break room with a new countertop and shelf Provide Electrical water cooler fountain in the lobby area.

Add new enclosure service room with one (1) door and fixtures.

Walls, floor, and roof shall be of permanent construction materials, i.e., metal roof, plaster, gypsum wallboard, metal panels, hardboard, wood, plywood, or other materials resisting and evidence of unauthorized entry into the area. Walls shall be extended from the true floor to the true ceiling and attached with permanent construction materials.

A new detached pavilion will be constructed near the outdoor recreation facility, atop the existing concrete slab of approximately 1088 sf., to the southeast of the building (as part of the outdoor exhibitions) which generally match the architecture of the adjacent facility and provide a level of quality of the adjacent facility.

Under this contract the 482nd Mission Support Group Civil Engineers (482 MSG/CEC) will use the design-build process to design and construct the below listed projects at the Homestead Air Reserve Base (HARB) 482nd Fighter Squadron, buildings 164 (Outdoor Recreation Center). The Contractor is the Architect-Engineer of Record for any changes to the design and shall development and refinement of plans and specifications provided by the Air Force in the form of site plans, diagrams, schematics and generic specifications. The Contractor may acquire singular or multiple notice(s) to proceed (NTP) based upon acceptance and accreditation of the level of design documents associated with the appropriate area of work. The completion of the construction documents will require the approval of at minimum three submittals 65%, 100%, and final design certified.

The contractor design shall incorporate all necessary calculations, demolition, alterations, repairs, new installations, tests and certifications required to perform a repair, replace or addition project to Building164.

The 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.

The contractor shall comply with Homestead Air Reserve Base Installation facilities standards (IFS) and provide at minimum, architectural, civil, structural, mechanical, plumbing and electrical drawings and calculations. Architectural drawings shall be designed, signed and sealed by a licensed Architect. Civil, structural, mechanical, plumbing and electrical drawings/calculations shall be designed, signed and sealed by a licensed professional engineer. Fire code and life safety drawings/calculations shall be designed, signed and sealed by a registered professional engineer (P.E.) who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES) and execute construction of the approved design.

Design-Build: D-B has two phases; the Design Phase and the Construction Phase.

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

(The 100% design package shall be approved, and all comments shall be addressed and cleared up 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.

Freedom of Information Act:

The Contractor shall comply with Department of Defense (DoD) Regulation 5400.7/Air Force Supplement AFMAN33-302, DoD Freedom of Information Act Program requirements. The regulation sets policy and procedures for the disclosure of records to the public and for marking, handling, transmitting, and safeguarding For Official Use Only material.

The Technical Specifications are numbered and organized by the 2026 e4Clicks system (for Federal Project Estimator). All specifications are filed in Divisions 01 through 49 per CSI MasterFormat.

*Please refer to EXHIBIT “A” at the end, for a Building room number.

3. EXISTING BUILDING PHOTOGRAPHS & PROPOSED SKETCHS:

SOUTH ELEVATION

EAST ELEVATION

EAST ELEVATION

WEST ELEVATION

PROPOSED SKETCHS

4. DEMOLITION:

1.1 Special Inspections: prior to commencing any demolition work, Contractor shall perform asbestos, lead base paint and mold survey of the existing facility in accordance with all applicable EPA and OSHA requirements. Results of the survey shall be presented to the Contracting Officer in writing prior to commencement of any demolition work.

1.2 Demo includes but not limited to counterflashing, gutters, downspouts, downspout hangers, overflow and scuppers in all existing perimetral outdoor recreation building areas.

1.3 Demo includes but not limited to partial walls, windows, exterior Overhead and electric roll-up doors (Room 109), exit solid door and interior door in break room (Room 105) and main entry overhead door at show room (Room 107). The removal will be carefully executed to maintain the structural integrity of the remaining wall and surrounding structures.

1.4 Demo kitchen countertop and cabinets, floor tiles, floor vinyl base (Room 105).

1.5 Demo Ceiling Tiles & Panels at Room 101, 101A, 105 & 107.

1.6 Remove water cooler drinking fountain from Break Room (Room 105).

1.7 Remove metal canopy system.

1.8 Demo/dispose:

Exist Light Switch - To be replaced with new Motion- Break Room (Room 105).

Electric receptacle/ GFCI/ switch - Break Room (Room 105).

Exist Paper Towel Dispenser - Break Room (Room 105).

Exist Soap Dispenser - Break Room (Room 105).

Sink and Plumbing hardware (Room 105).

Wardrobe - Break Room (Room 105).

HVAC Diffuser – Ceiling (Room 105).

HVAC Return Air Grille (Room 105).

Demolishing of a window for a replacement in (Room 104, 105, 101A & Room 107).

21sf of 8" CMU, to make room for the new window (Room 105).

8" CMU, to make room for the new front door (Room 107).

Demo framing stud wall and existing door to relocate a new interior door between (Room105/Room 107).

Demo main entry concrete slab under canopy.

1.9 Pressure cleaning all surfaces for painting interior or exterior as required.

1.10 Roof penetration in Outdoor recreation storage (Room 109).

1.11 Remove the existing overhead exposed PVC pipe running through room 110 and rest upon exterior perimeter wall.

1.12 Disconnect existing utilities fixtures, appliances and luminaires, equipment, connection, parts and controllers to prevent accidental re-energizing and secure safety for future reconnection. Before cutting or removing any conduit, ensure the circuit is dead, always verify power is off with a voltage tester and assume all lines are live until proven otherwise. The execution of those tasks must be performed through a licensed professional.

1.13 Cut and seal wires while isolated. If wires cannot be fully removed, they must be cut back, capped with wire nuts, and secured in a covered, accessible junction box.

1.14 Shut off the feed water inlet.

1.15 Electrical Contractor (EC) shall disconnect, remove, and properly dispose of all electrical wiring, conduit, boxes, and disconnects associated with specific equipment impacted by the project scope and following OSHA requirements.

1.16 Remove and relocate all exterior exposed conducts. (Avoid exposing conduits when relocating these)

EXAMPLE

5. SUBSTRUCTURE

STANDARD FOUNDATION

Provide wall base with reinforcing for the addition of a running bond split-face cmu veneer with 2” air space with 1” rigid insulation board on fluid-applied air barrier on 8” CMU.

SLAB ON GRADE

Provide two (2) 6’-8” x 3’-0” concrete slabs with thickened edge/footing with reinforcing for the main entry porch and in the east side exit door (Room 105).

Provide Sidewalk & Handicap access ramp to the main entry.

5.2.3 Provide one (1) 3’ x 4’-6” concrete slabs on grade in front of the emergency exit door at room 109 (West side).

6. SHELL:

6.1 SUPERSTRUCTURE:

6.1.1 FLOOR CONSTRUCTION

a) Wall base, rubber, straight or cove, standard colors, 4" high, 1/8" thick (Room 101, 101A & Room 107).

b) Resurface floors throughout Room 101, 101A & 107.

c) Ceramic tile, cove base, thin set, 4-1/4" x 4-1/4" Room 105 & 105A

d) Resurface floors throughout (Room 105) following Homestead Air Reserve Base IFS chapter E02.1.3. Quarry Tile.

e) Install new floor tile over existing floor systems in Room 105A.

f) Paints & coatings, floors, interior, acrylic sealer, two coats - Warehouse/Storage (Room 109).

g) Entrance floor mats, recessed, in-laid black rubber, solid, 3/8" thick.

6.1.2 ROOF CONSTRUCTION

a) For new Roof, Contractor shall design and install new standing seam metal roof system following all applicable UFC, Florida Building Codes and Miami Dade Code and follow the Homestead Air Reserve Base IFS chapter D07.9.1. Standing Seam Metal and D07.9.8. Ribbed Metal Sheeting

b) The roof slope shall be a minimum of 3:12.

c) The new roof shall be IAW HARB Roofing Section 07 41 13 Metal Roof Panels and Section 07 60 00 Flashing and Sheet Metal. Roofs shall be designed as per ASCE-7, IBC 2015, UFC 3-110-03, & the Miami Dade Code for High Velocity Wind Zones. All designs shall be done by a Professional Engineer who derives much of their income from roofing design. Design analysis shall include roof uplift calculation, hydraulic calculations, wind zones, attachment of system layers, flashing details, and any structural damage identified. Delineate calculated values in the roof specification or drawings. Utilize independently tested and rated roof systems, such as Factory Mutual (FM), Underwriters Laboratory (UL). Design R value for the composite roof system is R=30.

d) 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. Provide structural calculations during the 65% design submittal.

e) Contractor shall investigate suspected perimeter block. Should non-structural components be found, the contractor shall provide a design for repair to ensure new roofing assembly will be adequate for proposed installation in accordance with established engineering codes and practices.

f) Contractor shall provide a design submittal for review within 30 days of the initial scoping site visit. The roof system, including the installation, shall have a current Miami-Dade Notice of Acceptance (NOA) and be installed in a manner recommended by the NOA for the roof installation 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.

g) Non-rated systems are prohibited. Ballasted systems are prohibited. The complete roof covering assembly, including insulation, shall be capable of withstanding an uplift pressure provided by the government, or if not provided, 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.

h) The contractor shall obtain services from the manufacturer for inspection of the roof before, during, and after installation.

i) 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.

j) Any structural members with an enclosed profile (rectangular, circular, etc.) shall be either galvanized as specified herein or coated on the interior in heavy bituminous paint or alternate rust-prevention means submitted for approval.

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

l) Roof penetration at Exhaust Fan (Room 109) shall be designed and accomplished in accordance with established engineering codes and practices.

m) Insulation installed as components of the roofing systems shall have a minimum R value of 30.

n) Incorporate fall protection control measures in the design of roof. Any part or component of the building, facility, structure, or equipment requiring future maintenance work at roofs must incorporate in the design fall prevention and control methods or techniques to eliminate fall hazards during occupancy and when performing maintenance work.

o) 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. The Contractor shall provide temporary roofing/cover during the performance of work to ensure that facilities are protected from water infiltration due to rainfall. All work shall be performed in a manner that protects the personnel inside the building from always falling debris. Contractor shall ensure that the roof is watertight at the conclusion of work on each day.

p) New roof warranty shall be a 20-year single source No-Dollar-Limit, water tightness system warranty that covers the roof up to the required design wind speeds and is from a single source manufacturer. 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. Manufacturers’ warranties that require periodic inspections or repairs at the Government’s expense to maintain the warranty are not permitted. The warranty terms, exclusions, and limits must be enumerated in the specifications and require that all roof curbs and penetration flashings (lightning protection attachments) integrated into the roof system are covered under the warranty. All manufacturer inspections and government inspection require a written request 10 days in advance.

q) Close-out CD shall include As-built drawings in Auto-Cad and PDF, copy of warranty, and final inspection report. Furnish a typewritten information card for facility records and a card laminated in plastic and framed for interior display at roof access point.

r) Contractor shall design, install, and certify a new Lightning Protection System IAW w/ NFPA 780, latest edition. Use aluminum lightning protection on metal roofs where appropriate. Install lightning protection system in accordance with the roof system warranty requirements (no penetration of roof panel at the valley or eave, limited or no penetration elsewhere).

s) Install one (1) new roof exhaust fan with a Miami-Dade NOA. The new roof fan rate shall be 2,100 CFM at 0.25 in-wg, 208V/1ph. Work includes a new roof curb and roof modifications required to meet the wind loads. Basis of design: Greenheck CUE.

t) The new roof exhaust fan shall have its own thermostat. Thermostat shall be installed in a suitable location with set point dial minimum of 80°F. Thermostat shall have a password for access control.

u) The roof penetration for the exhaust fan requires strict adherence to waterproofing techniques to handle heavy rains and compliance with the Florida Building Code

v) Provide and properly design and install the roof drainage system and overflow drains including the replacement of the existing temporary PVC pipe on the east side of the outdoor recreation storage.

w) All metal fascia, metal gutter and metal downspout with splash block should be prefinished.

x) A warranty is required on all new roofs.

y) Cantilever truss framing – Eaves

z) Prefinished metal ceiling – Eaves

aa) Metal Panels – Eaves & Porch

ab) Light Gage Metal Framing – Porch

ac) Sheet metal flashing, aluminum, flexible, mill finish, .016" thick, including up to 4 bends

ad) Standing Seam Metal Roof system – Eaves

ae) Steel Roof Decking – Eaves

af) Cantilever truss framing – Eaves

ag) Prefinished metal ceiling – Eaves

ah) W 24" Steel Beam – Porch

ai) Sheet metal flashing, aluminum, flexible, mill finish, .050" thick, including up to 4 bends Exterior

aj) Fascia, aluminum, reverse board & batten, colored, .032" thick, excl. furring

6.2 EXTERIOR ENCLOSURE: Exterior Installations: All new exterior installations, including but not limited to, roofing, windows, doors, louvers, fans, etc. shall have the Miami-Dade Notice of Approval (NOA).

6.2.1 EXTERIOR WALLS

a) Install one (1) new wall louver with a Miami-Dade NOA. New louver to have bird screen and a free area of 4.2. The new louver shall be factory-finished in medium bronze. New wall louver to be installed on the west side of Room 109. Basis of design: Greenheck EHV.

b) Follow the Homestead Air Reserve Base IFS chapter D05.4.11. Concrete Block Concrete Masonry Unit (CMU) Split Face - Light Color for the building exterior walls.

c) Open wall space to add one (1) 3’x7” exterior Hollow Metal full louver door in the west side of the room 109 for Egress Door/Personnel Door.

d) Stainless steel corners guards with a brushed finish will be used at each side of the wall at electric Steel roll-up doors and electric Steel Overhead door.

e) To prevent overhead collisions, provide clearance signs at all electric Steel Overhead doors.

6.2.2 EXTERIOR DOORS

a) Replace the two (2) existing electric Steel Overhead doors with a new one of the same kind - (Room 109) (West side)

b) Replace the one (1) existing electric Steel Overhead door with a new one of the same kind - (Room 110) East side

c) Install Steel bollard protection at each side of the garage doors following Homestead Air Reserve Base IFS chapter C07.2.5. Bollards

d) Install one (1) Impact Door Solid Dbl 3’x7’ w/ Lever Actuated Hardware, S.S. Keyed Glazed Port (Entrance vestibule of Showroom) (Room 107). Located between two entrance walls to achieve a recessed effect for wind break.

e) Aluminum-Framed Entrances Storefront door with lock and handle, adhere to the DOD UFC 1-300-0 or latest specifications.

f) Install one (1) exits hollow metal door on room 105 (Break room) following Homestead Air Reserve Base IFS chapter D06.5.2. Hollow Metal

g) Install two (2) 3’x7” exterior corrosion resistance panic exits Hollow Metal full louver doors with screen molding (to prevent insects from entering) and aluminum wire w/ Lever Actuated Hardware and lock on the west side of room 109 and east side of room.

h) Replace existing Hollow Metal Steel 3-Hours Fire Rated Double Door with Half Glass Lite Window by the same kind in room 101 (West side).

i) Manufactured Wood Casework for break room, adhere to DOD UFGS 123200

j) Doors shall be equipped with a GSA-approved combination lock meeting FF-L-2740. Doors other than those secured with locks meeting FF-L-2740 shall be secured from the inside with deadbolt emergency egress hardware, a deadbolt and metal panic bar/fire exit that extends across the width of the door.

k) For all doors comply with Homestead Air Reserve Base IFS chapter D06.4. Hardware. And adhere to latest UFGS-08 11 13 as well to the Air Force Corporate Facilities standards (0.5 Doors and windows).

l) Provide continue galvanized steel angle sill at Steel Overhead doors.

m) Provide overhead door track w/ weatherstrip.

n) Emergency egress doors will match or be harmonious with the wall color.

o) Contain noise at its source with properly gasketed doors per UFC 3-450-01 Noise and Vibration Control.

p) The contractor should provide a restricted-keyway system (CORMAX) fully compatible with the “Best lock” system for the outdoor recreation perimeter doors as well for the interior doors (Room 101A, 101 B & 102)

6.3.1 EXTERIOR SIGNS:

For building function identification sign, following Homestead Air Reserve Base IFS chapter C08. EXTERIOR SIGNS and UFC 3-120-01 (Figure 3-2).

EXAMPLE

7. INTERIORS:

7.1 INTERIOR CONSTRUCTION:

7.1.13 Install a soffit in the showroom along the wall display shelves.

7.1.14 Bilt-in accessories and two counters attached to the wall and floor in the showroom space.

7.2 INTERIOR FINISHES:

7.2.1 All interior wall paint will follow the Homestead Air Reserve Base IFS chapter D03.3.3. Thermal Mass.

7.2.2 Paint all interior exposed walls of Warehouse/Storage (Room 109) with thermal high-performance coatings which reflect solar heat and reduce surface temperatures.

7.2.3 Insulation from inside of the existing metal roof in the Warehouse/Storage (Room 109) with product thermally designed to block up to 97% of radiant heat and resistant to moisture.

7.2.4 Install Blanket insulation, for walls or ceilings, kraft faced fiberglass, 3-1/2" thick, R15, 15" wide (Room 109) to increase the insulation value of existing roofing systems.

7.2.5 Install Ceramic tiles, walls, interior, thin set, 6" x 6"- (Room 105)

7.2.6 Install Cementitious backerboard, on wall, 3' x 6' x 5/8" sheet. (Room 105/105A)

7.2.7 Install Gypsum wallboard, on walls, fire resistant, taped & finished (level 4 finish), 5/8" thick (Room 105/105A).

7.2.8 Provide ceramic tiles on wet walls of kitchen and on all the walls of the service room from finish floor to top of the walls.

7.2.9 Provide quarry tile matte, slip resistant on break room.

7.2.10 Use corner guards on the walls adjacent to the exit Dbl. door on the west side of the building due to the high-use and circulation of recreational goods.

7.2.11 Provide prefinished metal soffit for Main Entry (Porch) and eaves.

7.2.12 Acoustical Ceiling Tiles & Panels RSM 095123300820 Complete suspended ceilings, mineral fiber, Tegular, 2' x 2' x 5/8", on 9/16" grid, including standard suspension system, excl. 1-1/2" carrier channels

7.3 INTERIOR DOORS:

7.3.1. Install new Hollow metal Door frame, panel, and Door hardware, single, ANSI F88, complete set incl. lever (Between Room 105 and Room 105A (Utility room)).

7.4 SPECIALTIES:

Provide the following fixtures:

7.4.1 Paper Towel Dispenser - Touchless - Break Room

7.4.2 Soap Dispenser - Touchless - Break Room

7.4.3 Fire extinguisher, Reinstall - Break Room

7.4.5 Provide Galley Refrig Full size 25sf min

7.4.6 Single sink- Break Room.

7.4.7 Kitchen cabinets upper - Break Room.

7.4.8 Kitchen cabinet lower countertop, Granite - Break Room.

7.4.9 Kitchen cabinets lower - Break Room.

Follow the Homestead Air Reserve Base IFS chapter E06.1.3. Rapidly-Renewable Products.

8. SERVICES

8.1 PLUMING FIXTURES:

8.2 RAINWATER DRAINAGE:

8.2.1 Replace, relocate and extend as required all rainwater system attached to the exterior wall.

8.2.2 Provide new rainwater system as required.

8.2.3 Integrate into the new roof design the roof rainwater drainage between Room 109 and 110A.

8.3.4 Provide Interior Clg Mtd Lamp 24"x48" LED Light fixture (Room 101A, 105, 105A).

8.3.5 Provide Interior Clg Mtd Lamp 24"x48" LED Light fixture (Room 101, 107) and Install Interior LED fixtures, downlight, recess mounted along the soffit. (Option 2 / Tenant GPC card)

8.3.6 Provide new electric tankless instant hot water heater under sink.

8.3.7 Provide and install new Light Switch with Motion sensor – (Room 105, 105A).

8.3.10 Provide Duplex Electric receptacle/ GFI for Microwave, Refrigerator – (Room 105).

8.3.11 Provide Motion/ Occupancy Sensor Light Switch 3 Way – (Room 105).

8.3.12 Provide Motion/ Occupancy Sensor Light Switch 3 Way – (Room 107).

8.3.13 Provide Thermostat w/password – Warehouse/Storage (Room 109).

8.4.8 Extend cable and connections as required for the existing exterior A/C equipment on South side.

8.4.9 Clean all existing HVAC ducts to pull dirt from the system, vacuuming the "cans" (hidden boxes behind vents) to remove dust.

9. STRUCTURAL

Design Codes and Standards

9.1 The structural design for the renovation of Building 164 will comply with the current editions of the following design codes and industry standards where applicable.

Air Force Manual, AFM-32-1084, Air Force Facility Requirements

• Air Force Reserve Command Handbook, AFRCH-32-1001, Air Force Reserve Command Standard Facility Requirements

• American Concrete Institute o ACI 318-14 – Building Code Requirements for Structural Concrete o ACI 530-13 – Building Code Requirements for Masonry Structures o ACI SP 6604 – ACI Detailing Manual

• American Institute of Steel Construction o AISC 360-16 – AISC Manual of Steel Construction —16th Edition o AISC 341-22 – AISC Seismic Provisions for Structural Steel Buildings

• American Welding Society - AWS D1.1 – Structural Welding

• American Society of Civil Engineers - ASCE/SEI 7-10 – Minimum Design Loads for Buildings and Other Structures

• IBC – International Building Code (2024), as amended by UFC 1-200-01

• Steel Deck Institute - SDI Diaphragm Design Manual, Latest Edition

• Unified Facility Criteria o UFC 1-200-01 – General Building Requirements o UFC 3-301-01 – Structural Engineering, with Change 4 o UFC 3-310-04 – Seismic Design for Buildings, with Change 1 o UFC 4-010-01 – DoD Minimum Antiterrorism Standards for Buildings

• USACE Technical Instructions (TI) o TIs are listed at the following website: http://www.hnd.usace.army.mil/techinfo/ti.htm

• U.S. Army Corps of Engineers, Louisville District: Louisville District Military Design Guide.

10. INSTALLATION:

1.1 Contractor’s Proposal: The contractor is strongly encouraged to visit site and thoroughly investigate existing conditions prior to submitting proposal. The contractor shall evaluate and provide a detailed proposal to provide all plans, labor, equipment, and materials necessary to install, construct, and complete the work planned under this task order.

1.2 The Contractor shall construct the project IAW approved drawings and specifications. Contractor shall not order any equipment or materials and shall not begin any phase of construction until Government approves in writing the Final Design submittal. Construction work may need to be phased to accommodate mission requirements. The government will provide its known phasing requirements early in the design phase, but facility availability may change based on real world situation. Work will need to be closely coordinated with the facility users.

1.3 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. The Contractor shall ensure conformance by all employees.

1.4 All scaffolding IAW OSHA practice.

11. PERFORMANCE PERIOD: All Contractor work shall be accomplished within 360 calendar days, including any time for submittals and shipping and handling of equipment.

12. DRAWINGS: As-built drawings and concept drawings included for information purposes.

Proposed concept drawings do not meet codes or standards; they are to be used as a guide and reference only in the preparation of the construction design documents.

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.

Design shall comply with the most recent DoD and Air Force accessibility policy for people with disabilities.

7. AS-BUILT DRAWINGS: The Contractor will be required to supply one as-built plan drawing when the work is completed. The as-built drawing shall include one hardcopy and one AutoCAD 2024 or later copy on CDROM for retention by the Government. The Contractor will also provide copies of any spec sheets for installed equipment. The job will not be considered completed until after these items are supplied.

14. EXISTING FACILITIES: The existing dimensions and locations of both above ground and below ground facilities shown on the applicable drawings and/or excavation permit are for approximation purposes only. 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.

15. 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 should be considered non-regular times and must be requested in writing to the Contracting Officer 72 hours in advance. Work that requires inspection during accomplishment or that prevents inspection of previous work after accomplishment during normal hours must be coordinated in advance with the Contracting Officer and associated additional costs deducted from the final payment of the contract amount.

16. NOTIFICATION RESPONSIBILITIES:

The Contractor:

1. Shall notify HARB/CEC, via E-mail, a minimum of 24 hours in advance of: (1) initially starting work or starting work after a multi-workday pause, (2) ceasing work for a multi-workday pause, and (3) deliveries of major materials or equipment.

2. Obtain any necessary permits.

3. Responsible for any damage caused by the contractor’s workmanship or equipment.

4. Provide all labor, equipment, materials, and supervision required to complete the work.

5. Ensure the work is performed to meet the standards of laws regulating construction.

6. The contractor shall provide the contracting officer with the documentation necessary for the electronic transfer of funds.

7. Conduct all work in accordance with the specifications, all applicable codes, and any construction drawings and details.

8. Equipment should be new and free from defects, must be free of damage, meet all specifications, and be accompanied by the required documentation before it can be accepted. Contractor shall provide the manufacturer commercial warranty.

9. Delivery and lead time: The contractor shall provide estimated lead time and confirmed lead time within 10 days in advance.

10. The delivery schedule must be coordinated with the facility POC prior to shipment.

11. The contractor is responsible for packing, creating, and protecting parts, materials, and equipment’s during transport, in order to prevent damage.

12. Delivery: Delivery shall be to:

Homestead, FL 33039

Homestead ARB:

1. Homestead ARB /CEC via E-mail, coordinate with the contractor for base access.

All personnel will be required to pass a background check prior to gaining access to Homestead ARB.

2. Payment terms shall be in accordance with the applicable contract terms.

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

18. CONTRACTOR BID QUALIFICATIONS: The contractor shall provide the following information in their bid. Bids not containing this information shall be considered non-performing.

1.1 Architect-Engineer (A-E) services are required to provide project design. Provide certificate.

1.2 NRCA: The contractor shall be a member of the National Roofing Contractors Association. Provide certificate.

1.3 State of Florida License: The contractor shall have a State of Florida Architect-Engineer (A-E) license, General contractor License and Roofing Contractor License. Provide license number and certificate.

1.4 Applicator Certifications: Contractor personnel will possess any certifications required by federal, state and local regulations to perform the work. Copies of these certifications may be required at the discretion of the Contracting Officer. Contractor shall have a minimum of five (5) years of experience under the scope of this project and must have completed three or more similar jobs within the past five years. Contractor shall submit documentations listing location of work, point of contact at job site, brief description of the work performed.

1.5 Special Qualifications: The Contractor shall ensure that all employees possess all required licenses, certification and training necessary for the performance of this contract. (NOTE: The Government does not provide training for Contractors. Contractors must ensure that any personnel performing under this contract are fully trained, licensed, certified, and otherwise qualified to provide services on the item/s in question). Supporting documentation shall be provided if requested. At any time, work performed by a non-qualified person/s may be rejected as noncompliance and may not be acceptable.

1.6 In order to demonstrate that the bidder understands the requirements of the project, the bid shall include a Miami-Dade Notice of Acceptance (NOA) for their selected roof system with all options indicated for the roof deck and uplift requirements for Building, 133 IAW Specifications. (Alternate selections may still be submitted for approval during the post-award material submittal process.)

19. SITE SUPERVISOR: The job foreman or site superintendent shall be on the payroll of the contractor; shall be on site daily for a majority of sub-contractor work; and shall be conversant in English.

20. CONTRACTOR STORAGE: An on-site open and/or closed storage area for Contractor project material may be designated and set-aside by the Contracting Officer. Additional storage areas will not be provided, unless approved by the Contracting Officer. Security of the storage area and project materials shall be the responsibility of the Contractor. The Contractor shall keep the storage area neat, orderly and clear of all debris. The Contractor shall not allow trash or other debris to be scattered from his area by wind or other means. All storage areas will be kept clear of weeds and trash.

21. EXCAVATION PERMITS: N/A

22. 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 Fire Department before such work is performed.

23. UTILITIES SERVICE: The Contractor may access available utilities (electricity and water) at the construction site. Any utility hook-up costs shall be at the Contractor’s expense. No utilities will be provided by the government at any contractor open storage area. All taps from fire hydrants shall make use of approved backflow prevention devices according to risk as described in UFC 3-230-02 Paragraph 10.4.

24. ELECTRICAL SERVICE AND COMMUNICATIONS FACILITIES: The Contractor will not disturb electrical and/or communications facilities and wiring.