SOW_PJMS242004 REPAIR WEAPONS VAULT B1120.pdf

REPAIR WEAPONS VAULT B1120

STATEMENT OF WORK

PROJECT NUMBER: PJMS242004

MARYLAND AIR NATIONAL GUARD

MARTIN STATE AIRPORT

NATIONAL GUARD STATION

BALTIMORE, MARYLAND 21220

1 February 2024

1 General Project Information:

1.1 Project Location and Background: This project is located at Martin State Airport Maryland

Air National Guard, Baltimore, MD 21220. Facility 1120 houses many functions of the 175th Logistics Readiness Squadron (LRS) to include clothing supply, shipping and receiving materials and equipment, and deployment management. The 175th Wing leadership in coordination with the installation development plan working group (IDPWG) decided to relocate the weapons vault into facility 1120. The LRS has purchased two UNLM- 5A Class 5 Security Armory doors to be installed at the new weapons vault.

1.1.1 The contractor is responsible for providing specifications, shop drawings and field verify all site conditions, dimensions and other factors which may affect the work. Contractor will provide all tools, materials, equipment, labor, and items as needed to properly complete a vault room door install, epoxy floor installs, supply room vault door install, removal of existing doors, minor repairs to the supply and vault rooms and add warehouse lighting on to two three way switches.

1.2 Site Description: This facility always requires security protection. Absolutely no photography of aircraft is permitted. The work area is shown in the Site Plan submitted. Also, a concept floor plan is attached to convey the work required. See attached drawings.

1.3 Use of Premises: The Contractor shall assume full responsibility for protection and security of materials and equipment stored on site.

1.3.1 Contractor shall move any stored products, under their control, which interfere with operations of the Government.

1.3.2 The contracting officer representative (COR) will determine the equipment, material and other staging locations or work areas available under this contract.

1.4 Government Equipment: Contractor use of Government owned or leased equipment such as: hoists, forklifts, compressors, welding machines, cutting rigs, etc. shall not be permitted on either a reimbursable or non-reimbursable basis. Cost for all equipment required to accomplish the work shall be included in the Contractor’s final bid price.

1.5 Permits and Inspections: Normally no permits or inspections by local building officials are required. All inspections will be performed by COR and Trane manufacturer representative unless modified by the Statement of Work. All testing will be performed by the contractor unless modified within the construction documents.

1.5.1 Digging Permit: This permit is obtained from the Work Control Office (Facility 2100) at

(410) 918-6300. The Contractor is responsible for contacting ‘Miss Utility’ to mark the gas and electrical lines. The Contractor is responsible for hiring a private underground utility locating company to mark the water, sanitary sewer, storm sewer, broadband cable, and communication lines.

1.5.2 Burn Permit: Unless otherwise specified in other sections of this specification, the use of burning equipment or open flame welding and cutting shall be allowed only as authorized in writing by the local Fire Inspector (Facility 3150). Once approved by the Fire Inspector, a written AF Form 592 – USAF Welding, Cutting, and Brazing Permit will be issued. The permit will be issued by the fire department within one (1) hour of request and must be renewed daily.

1.6 Hours of Operations: The hours of operations at Martin State Airport for the Air National Guard are 10 hours per day (0630 – 1700) Tuesday – Friday. Coordinate access to premises with COR, for execution of work. Emergency situations, military operations, or other contingencies may cause suspension of work or restrictions on access to the construction site.

1.7 Off-Hours Work: Except as otherwise specified, all work shall be performed during regular work hours (indicated above). If the Contractor desires or is required to work on Mondays, Saturdays, Sundays, Holidays or other hours outside normal work schedule, the Contractor shall be required to seek written approval from the Contracting Officer. The Contractor is not entitled to premium time if the request is approved.

1.8 Change Orders: Only the COR or the Contractor may initiate change order requests. Do not proceed with any work until a signed modification or other written authority is received from the Contracting Officer. Only the Contracting Officer may approve a change order.

1.9 Field Changes: No changes in the cost or the scope of the project may be made without processing a change order. Field changes not involving cost or scope may be initiated by the Base Civil Engineer (BCE), COR, Contracting Officer, or the Contractor.

1.10 Daily Report and Sign-In Register: Each day the Contractor is on site to perform any work, the Superintendent/Foreman shall sign in at the Base Engineering Building (Facility 2100), indicating specific Facility/Location and the number of persons who shall be performing work that day.

1.11 Clean up: The work site is an active civilian and military airport. Site cleanliness and Foreign Object Debris (FOD) control is essential. The Contractor will clean up all construction debris and refuse and will remove it from the work site and the Base daily at their own expense.

1.12 Safety: The Contractor is responsible for performing all work In Accordance With (IAW) State and Federal OSHA requirements as well as compliance with the most current USACE EM 385- 1-1.

1.13 Environmental Protection and Waste Disposal: The disposal of all materials, which may include hazardous or toxic liquids that are used to perform the work, shall conform to all Federal, State, and Local environmental regulations. All dumpster service and waste management shall be provided at no additional cost to the Government. All recyclable metal shall be placed into Martin State Airport scrap metal recycling containers. Please contact the Base Environmental Scientist Greg Elmore at (410) 918-6486 for detailed information.

For more information, review “Environmental Protection Plan for Contractors”, which will be provided during the solicitation phase.

1.14 Hazardous Materials: If suspected hazardous materials are discovered, do not disturb, contact the COR.

1.15 Drawings: Drawings furnished by the government to the Contractor may be used for general information only and shall not be relied upon or used as the basis for preparation of contract drawings required by this contract without complete on-site verification by the Contractor.

1.16 Drawings are to be approved by the Base Civil Engineer and COR.

1.17 Description of Work: The Contractor shall describe in his or her proposal how they will manage the project. The Contractor shall identify key staff and their abilities to manage projects of this magnitude, including scheduling methods, reporting, and execution.

1.18 Military Real Property Data – DD Form 1354 Worksheet: The Contractor shall furnish real property data to the Government via the DD Form 1354 worksheet, Building Information Checklist for the Transfer and Acceptance of Military Real Property, for each new construction and/or renovation project awarded, unless otherwise notified. The cost and unit of measure of each individual asset must be identified separately. If demolition work is within the scope of the project, demolished assets and demolition costs must also be identified. The Contractor is responsible for accuracy of data, current up to the time of completion. The Contractor should contact the Real Property Office, Katherine Brown at 410-918-6222 with questions pertaining to the DD Form 1354 worksheet. For construction data assistance, Contractor may contact the 175th Base Civil Engineer’s Office to speak with the COR, or Project Manager assigned to the project.

1.19 Inspections: Contractor shall have certified manufacturer inspection team inspect the vault door install. An inspection of the completed work shall be conducted by the Contracting Officer Representative (COR) prior to reoccupation of the work site by Government Personnel.

1.20 Construction Performance Period: The Contractor shall confirm the proposed construction performance period which is 180 days. The proposed performance period will be included in the Cost Proposal.

1.21 Meetings: A Preconstruction Meeting will be required post award and prior to construction.

Weekly progress meetings will also be required.

1.22 Warranty:

1.22.1 Manufacturer’s Warranty: Contractor to install GSA Vault doors, epoxy floor system and components in a manner prescribed by Manufacturer to result in a minimum, one (1) year Certificate of Warranty on materials and workmanship. Contractor shall make all provisions to ensure Manufacturer acceptance and issuance of Manufacturer Written Warranty, including but not limited to, any corrections and or revisions identified by authorized Manufacturer’s Representative.

1.22.2 Contractor (Installer) Warranty: Contractor shall provide Certificate of Warranty for workmanship, including labor and materials for a period not less than one (1) year from date of Manufacturer’s Letter of Acceptance, which shall indicate contractor has reached substantial completion.

1.23 Quality Control: The Contractor shall establish and maintain quality control to assure compliance with contract requirements and shall maintain records of his quality control for all construction operations required under this section. A copy of these records, as well as the records of corrective action taken, shall be furnished to the Government.

1.24 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions:

1.24.1 Notify the COR prior to arranging with Baltimore Gas and Electric (BG&E) to shut off and turn on electrical and/or natural gas utilities. Notify the COR not less than 7 days in advance of proposed utility interruptions. The Government will be responsible for all BG&E connection fees. Do not proceed with utility interruptions without the COR’s written permission.

1.24.2 Owner’s Trades personnel will make the necessary disconnects of any / all utilities, and reconnections of the same, upon completion by the contractor. Notify the COR not less than 7 days in advance of proposed utility interruptions.

1.25 Product Information: Provide all material submittals utilizing AF IMT 3000. Submittals will be reviewed by the Government and sent back. If a submittal is disapproved, vendor will need to resubmit prior to ordering materials. Submit 1 electronic sets of all AF IMT 3000 with attachments. If a hard copy is required, then the vendor shall submit 4 sets; 1 set for BCE, 1 set for Contracting, and 2 sets will be returned to the Contractor.

1.26 Submittals: Prior to start of work, Contractor shall submit the following for review and acceptance by Civil Engineering:

1.26.1 Production Schedule

1.26.2 Safety Plan/AHA

1.26.3 Safety Data Sheets (SDS)

1.26.4 Epoxy floor coating system and color

1.26.5 Electrical components

1.26.6 Clearing Barrel

1.26.7 All components, materials to complete this project.

1.26.8 Manufacturer Letter of Certification: Documenting that Contractor is qualified to install the Manufacturer’s vault doors, which will result in Manufacturer’s Warranty, without undue limitations.

1.27 Base Access: The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services, or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON change, the Government may require changes in contractor security matters or processes.)

1.28 Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 10-245, AFI 31-101 and AFMAN 31-113), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.29 All contractor employees, to include subcontractor employees, requiring access to US Government installations, facilities and controlled access areas shall complete AT Level I training within 45 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. AT Level I may be accomplished by a Level I qualified instructor, completing the Force Protection computer-based training (CBT) course on Joint Knowledge Online (JKO) at https://jkodirect.jten.mil/Atlas2/ faces/page/login/Login.seam. For those without a CAC, select "non-CAC" user on the JKO site. Tracking for each contractor or subcontractor employee is the responsibility of the COR or unit AT Representative.

2 Weapons Vault Room Repair Scope of Work:

2.1 Existing Condition: The existing 605 square foot storage room contains a 65 square foot supply room. The storage room has a double door each leaf at 30 inches by 86 inches, and requires demolition, and reframing to install new vault door. The supply room has a single leaf door at 36 inches by 80 inches that is to be removed, fill in opening with block and cut an opening for a new entrance to the room and install a new vault door. Vault doors are provided by the government.

This existing concrete floor is finished, and lighting is of six 2x4 fluorescent light fixtures in the storage room and one 2x4 fluorescent light fixture in the supply room. There is no heating or cooling system in the room, only ventilation.

2.2 Demolition: Contractor shall do all corresponding work that is necessary to complete the work described in this Statement of Work (SOW) i.e., select-demo of concrete walls, floor prep, moving dumpsters, etc.

2.2.1 Contractor shall remove one each main room door 5’0” x 7’2” and supply room vault door 3’0” x 6’8”.

2.2.2 At supply room, contractor shall cut concrete block wall to proper sized rough opening to fit vault door UNLM-5A. Once cut to size, the wall shall be reinforced and finished as necessary to handle the load and weight of said door.

2.2.3 Contractor shall remove and dispose of existing doors.

2.2.4 Contractor shall relocate electrical outlets and junction boxes to accommodate door install at supply room.

2.2.5 Contractor shall demolish and dispose of shelves in supply room.

2.3 Weapons Vault/Supply Vault Install: All installation and work are to be finished in accordance with manufacture guidelines for installation.

2.3.1 Verify rough opening is properly sized and located.

2.3.2 Contractor shall ensure wall construction will support vault and day gate door weight.

2.3.3 Contractor shall verify factory-applied lock seal is unbroken.

2.3.3.1 Remove key change and combination changing instructions from packaging and deliver to Contracting Officer's Representative, in manufacturer's original, unopened packaging.

2.3.3.2 Obtain signed receipt.

2.3.4 Protect existing construction and completed work from damage.

2.3.5 Contractor shall hang vault door and day gate plumb and level.

2.3.6 Securely attach vault door and day gate to wall and floor construction.

2.3.7 Engage locksmith to reset lock combination in presence of Contracting Officer's

Representative or VA locksmith.

2.3.8 Adjust vault door and day gate for smooth operation and proper locking. Ensure vault door and day gate remain stationary when set anywhere within full swing path.

2.3.9 Clean exposed vault door and day gate surfaces. Remove contaminants and stains.

2.3.10 Protect vault door and day gate from construction operations.

2.3.11 Remove protective materials immediately before acceptance.

2.3.12 Repair damage.

2.3.13 At the supply room where the old door was, contractor shall infill opening with concrete masonry block to match existing. Contractor shall paint block wall Rivers Edge from Sherwin Williams.

3 Epoxy Floor Application: Contractor shall clean and place epoxy floor coating in supply room, 65 square feet and weapons vault room 540 square feet for a total of 605 square feet.

3.1 The following specifications and standards of the issues listed in this paragraph (including the addenda, amendments, and errata listed), but referred to herein after by basic designation only, form a part of this specification to the extent required by the references thereto.

3.2 Material Specifications:

Property Test Method Results

Volatile Organic Compound, VOC ASTM 3960 Mixed A+B+C = 0.05 lb/gal (6 g/L)

Abrasion Resistance

Taber Abraser CS-17 Taber Abrasion Wheel, 1,000-gram load, 1,000 revolutions

ASTM

D4060

18 mg/loss

Result based on independent lab testing of Eco-HTS™.

Adhesion to Concrete ASTM D4541

450 psi (3.10 MPa) (concrete failed)

Adhesion to Concrete ASTM D7234

732 psi (4.48 MPa) (concrete failed)

Coefficient of Friction – COF, James Friction Tester

ASTM

D2047

0.63

Wet Static Coefficient of Friction, BOT

ANSI/NFSI

B101.1

0.94

Compressive Strength, (epoxy) ASTM D695 13,500 psi (93.079 MPa)

Flammability ASTM D635 182 MM/MIN

Resistance to Yellowing ASTM G154 <10 increase of yellow units (CIE Lab ∆b) if pigmented topcoat

As measured using ASTM D2244 after 1000 consecutive hours UV exposure in

QUV.

Tensile Strength ASTM D2370

6,250 psi (43.09 MPa)

Percent Elongation ASTM D2370

König Hardness (3 mil / 0.08 mm film) (topcoat resin only)

ASTM

D4366

171.3

Shore D Hardness (epoxy) ASTM D2240

80-85 @ 0 sec

75-80 @ 15 sec

Water Absorption, 24-hour ASTM C413 0.2% weight increase

3.3 Safety Precautions: High Solids, Chemical Resistant Urethane is a highly combustible and harmful material, and the following precautions must be taken prior to the application of the material.

3.3.1 The Base Fire Department shall be notified prior to any application of High Solids, Chemical Resistant Urethane and a fire truck and crew will be present during the application process. The Contractor shall also notify the Contracting Officer one workday in advance.

3.3.2 The primer and top coating will not be applied until all support equipment has been removed from the area receiving the treatment.

3.3.3 All sources of heat, sparks or open flames shall be shut off during the application process.

3.3.4 The area receiving primer and coating shall be well ventilated and the equipment used for ventilation shall be explosion proof.

3.3.5 The area receiving the coating shall be roped off and access to the area shall be limited to those personnel required for the application of the coating. The office and shop areas adjacent to the areas receiving the treatment shall be evacuated if necessary and limited to access from the exterior of the building. If adequate ventilation is not possible, the contractor shall provide adequate respiratory protection, proper safety equipment and protective gear to the personnel applying the coating. The Contractor shall provide personnel knowledgeable to the harmful effects of coating and appropriate treatment process to keep unauthorized personnel out of the work area until the coating is completely cured and the danger period has passed.

3.3.6 The primer and top coating containers shall be kept closed when not in use and stored in a secure area.

3.3.7 The Contractor shall submit to the Contracting Officer for approval four copies of the plan for protecting the workers, equipment, and facilities in which the coating is being applied

(5) five working days after receiving the notice to proceed. All applicable OSHA requirement must be complied with by contractor personnel.

3.4 Surface Preparation: The Contractor shall sweep the floor and remove all debris, dust, and dirt from concrete floor surface. Grind any floor protrusions to below floor surface; clean areas to receive a semi-rigid joint filler. The floor will be prepared with equipment able to remove old coatings, dirt grease, tire marks. If necessary, use solvents and detergents designed for the purpose. May use magnetic broom to remove excess shot, sweep to remove large debris and vacuum to remove fine dust. Prepare areas previously coated and inaccessible to the primer preparation with hand grinders. Power sweep and etch entire floor to collect any fine grinding debris using biodegradable detergent; deposit spent acid in an area provided by the Maryland Air National Guard upon approval from the Base Environmental Office. Rinse floor surface. The cleaning process shall be repeated until all grease and oil residue has been removed.

3.5 Joint Treatment: For a seamless appearance, joints need to be filled. Contraction or control joints can be filled with a semi-rigid joint filler such as approved. Ensure the joints are clean by running a saw equipped with a diamond blade and vacuum to remove any debris.

Construction joints less than one inch wide should also be filled. There is approximately 42 linear feet of existing concrete joints.

3.6 Cracks and Spalls: Surfaces adjacent to the joints shall be cleaned of excess caulking material immediately after application. Cracks shall not be filled until after the floor has been prepared for treatment. Cracks average 1 inch in width and 2 inches deep shall be filled after installation of 1 inch backer rod. All spall areas must be repaired prior to surface application.

3.7 Masking: All walls, structural members, appliances, or protrusions in the area receiving the coating application shall be masked to prevent coating from being deposited on them. Those floor areas not receiving the coating shall be masked to provide a sharp demarcation between coated and non-coated areas. Grounding rods and wires in the floor shall be masked to prevent their being coated.

3.8 Application: Multipurpose Epoxy Primer & Sating Urethane Top Coating: Multi-Purpose Epoxy is a 100% solids epoxy applied at 3 to 5 mils (0.08 to 0.13 mm) for priming and 17 to 19 mils (0.43 to 0.48 mm) as a build coat. The 100 – Satin Urethane Topcoat is a light-stable and chemical resistant urethane (CRU) Medium Grey Tenant, or equal. Apply topcoat according to manufacturer instructions.

3.9 Technical Representative: Contractor shall obtain a technical representative from the manufacturer to provide onsite surveillance of the work and technical guidance to ensure the system is properly installed in accordance with the manufacturer’ instruction. Upon completion of the floor preparation, the technical representative of the manufacturer will provide a written statement that the floor is ready for installation/application of the coating system. After coating insulation, the technical representative will provide written statement that the coating application was done per the manufacturer’s instructions.

3.10 After the final coat has cured for twenty-four (24) hours, the traffic lines shall be reinstalled per drawings done prior to their removal. The surrounding areas shall be masked the line color from bleeding or spilling onto the coated surface. All other markings will be installed in this manner. (Where applicable)

3.11 Chemical Resistance Properties: This top coating testing performed at ambient conditions unless stated otherwise.

ASTM D1308 Test Method 3.1.1 spot test, covered. Results are based on 1-day and 7-day.

Coating cured 2 weeks prior to testing.

LEGNED:

E - Excellent (No Adverse Effect) - Recommended.

F - Fair (Moderate Adverse Effect) - Not recommended.

G - Good (Limited Adverse Effect) - Use for short-term exposure only.

P - Poor (Unsatisfactory) - Little or no resistance to chemical.

NOTES:

- Reduced chemical resistance and staining is possible in pigmented versions of the system.

- The Contractor shall leave (2) two gallons of topcoat at the building.

3.12 Certification of Material: The Contractor shall submit three copies of the ALIPHATIC, MOISTURE CURED, POLYURETHANE PRIMER AND TOP COATING certification from the manufacturer that his material meets or exceeds the listed requirements.

3.13 Manufacturer’s Instructions: The Contractor shall submit (3) three copies of the installation instructions form the manufacturer to the Contracting Officer for approval prior to installation of the material.

4 Minor Repairs:

1 Day 7 Days 1 Day Acids, Inorganic

Solvents (Chlorinated)

10% Hydrochloric Acid E E Methylene Chloride P P 30% Hydrochloric Acid (Muriatic) E E Solvents (Ketones & Esters) 10% Nitric Acid E E Methyl Ethyl Ketone (MEK) E E 50% Phosphoric Acid E G Propylene Glycol Methyl Ether

Acetate (PMA) E E 37% Sulfuric Acid (Battery

E E Miscellaneous Chemicals

Acids, Organic 20% Ammonium Nitrate E E 10% Acetic Acid E E Brake Fluid E E 10% Citric Acid E E Bleach E E Oleic Acid E E Motor Oil (SAE 30) E E Alkalies Skydrol 500B E E 10% Ammonium Hydroxide E E Skydrol LD4 E E 50% Sodium Hydroxide E E 20% Sodium Chloride E E Solvents (Alcohols) 1% Tide Laundry Soap E E Ethylene Glycol (Antifreeze) E E 10% Trisodium Phosphate E E Isopropyl Alcohol E E Coffee E E Methanol E E Coke E E Solvents (Aliphatic) Ketchup E E d-Limonene E E Mustard G* G* Jet Fuel - JP-4 E E Red Wine E G* Gasoline E E 3M™ DuraPrep™ G* F Mineral Spirits E E Purdue Betadine Solution G* G* Solvents (Aromatic) Registered trademarks: Tide® of Proctor and Gamble, Skydrol® of

4.1 Contractor shall provide metal grills over exhaust fan and louver in weapons vault. They shall be of 3/4 inch-mesh, #9 (10 gauge), case-hardened, expanded metal. Louver opening is 24 inches x 18 inches, and the exhaust fan opening is 10 inches x 16 inches.

4.2 At supply room, contractor shall infill doorway with concrete masonry block to match existing.

4.3 Contractor shall install a clearing barrel and clearing zone in accordance with Engineering Technical Letter 11-18 and Air Force Manual 31-129 section 1.6.

4.4 Contractor shall replace and connect louver to exhaust fan. Louver opening is 24 inches x 18 inches.

4.5 Electrical:

4.5.1 Power in the vault is routed to ‘Power Panel’ J, 200a, 120/208v. It is located on the north wall of the warehouse close to the overhead door. Contractor shall verify in the field which circuit breakers support which lighting fixtures, outlet receptacles, and switches.

4.5.2 Contractor shall install new 20-amp,120v duplex receptacle and associated wiring for a weapons cleaning station. Connect to panel ‘J’.

4.5.3 At supply room wall, Contractor shall relocate existing outlet, associated wires, m m and conduit.

4.6 Roof hatch to remain. Another contractor will install intrusion detection at roof hatch.

4.7 Intrusion detection system to be installed by others.

4.8 In the warehouse, contractor shall supply all materials and labor to install two double pole light switches. Each light switch will control lights that are not on a switch. Reference lighting plan for light and panel locations. Lights in the warehouse are routed to panels H and J. Contractor shall verify all light locations, switches, and breakers they connect to.

5 Standards: Unified Facilities Criteria (UFC) 4-215-01 Armories and Arms Rooms, 1 December 2014. Air Force Instruction (AFI) 31-101, ETL 11-18, Small Arms Range Design and Construction, and ANGH 32-1084, Military Handbook 1013/1A, 15 December 1993.

6 Codes: National Fire Protection Association, national building code adopted by the local jurisdiction for wind, snow and seismic loads, Underwriters Laboratories and Factory Mutual

7 List of attachments:

7.1 Base map (Site Plan)

7.2 Concept Floor Plan

7.3 Existing Lighting Plan

7.4 GSA Door Cut Sheet (Model UNLM-5A)

--------- End Statement of Work ---------

1- EXISTING DOORS TO BE REMOVED

2- EXHAUST FAN OPENING REQUIRES A GRILLE OVER IT.

3- REPLACE LOUVER/ OPENING REQUIRES A GRILLE OVER IT

5 - EPOXY FLOOR AND WALLS.

4- EXTERIOR OF WEAPONS VAULT. RELOCATE OUTLET AND INSTALL NEW DOOR.

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MARTIN STATE AIRPORT