SOW__EGRESS_STAIRS_2019_09_06.pdf

Statement of Work:

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan Federal Courthouse. 05/28/2019

Statement of Work for

Construction Contract

PROJECT IDENTIFICATION

Project Name: Provide labor and materials for Egress Stair Replacement at rear entry of the Lewis R. Morgan Federal Courthouse.

Region: Southeast Sunbelt Region 04

Building Name: Lewis R. Morgan Federal Courthouse

Building Address: 18 Greenville Street

Building Number: GA0125ZZ

ABT: Newnan, GA. 30263

DEVELOPED BY:

S.O.W Writer: Ernest Smith

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

Project Description:

1. Project Type: The intent of this project is to supply material and labor to demolish and remove steel stairs at the rear entry of the Newnan County Courthouse. All work should be coordinated and commence during Regular Business Hours, unless GSA directs you otherwise. Due diligence should be taken to protect the existing property and facilities of the Newnan County Courthouse.

2. Care should be taken to protect all other non-affected work areas. Work site shall be kept clean and neat at all times.

3. The contractor is expected to be sufficiently knowledgeable in this type of work and to complete the scope of work in a manner that will result in a complete and functional end product for the agency. It’s the contractors’ responsibility to visit the site and to include in there scope of work and or pricing, all necessary surveys, testing reports and or whatever is needed for a complete and finished product for the agency and or end user of the building .

4. Work must meet all applicable codes, building standards, manufacturer’s requirements, and standards of workmanship.

5. See attached S.O.W for details of work to be completed. If you have any questions regarding this Scope of Work, ask questions prior to beginning this project.

Recommendations:

If it is decided to replace the stair in lieu of dismantling & reusing; then the following recommendations should be considered and addressed in the Scope of Work (SOW).

(a) Protect steel components from the atmosphere:

New steel members & components must be properly protected from the atmosphere. The additional costs of a high performance coating system will likely be a better value then using a typical exterior paint that would only last ~10 years (+/-), especially if the wall-side of the stringer will not be accessible for future maintenance. Hot dip galvanizing is anticipated to last 30 years and some high performance exterior coating systems can last anywhere between 20 to 50 years. As paint / coating systems are more under the area of expertise of

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

Architectural, I will defer to Architectural with regards to high performance exterior paint systems, but "Tnemec" is known for having some long lasting coating systems, as well as Sherwin-Williams. As a minimum the stair stringer along the wall should have the very best coasting system to protect the portion that will not easily accessible. The rest of the stair can be easily painted in the future and may have a different coating system that is less expensive, but still consider a high performance coating system that lasts 20+ years, as the extra cost now is a much better value then having to clean & paint every ~10 (+/-) years.

(b) Protect Connectors & attachments:

Bolts & connectors must also be protected from the atmosphere. Use stainless steel or galvanized bolts & attachments. Stainless steel will require less maintenance and not be required to be repainted / protected in 10 to 30 years (depending on the coating), but stainless steel and galvanized / zinc coated steel components are dissimilar material that have a potential to create a bimetallic couple resulting in the zinc coating & then the steel coating. So consider stainless steel connectors & attachments only if the steel members are going to be painted with a high performance coating system that is not zinc enriched and maybe has a polyurethane coating or similar. Do not use stainless steel connectors in combination with hot dip galvanized steel or zinc enriched exterior paint systems.

(c) Field touch-up areas where the coating is damaged during erection:

Any damage to the coatings on the members, connections & attachments during shipping & installation must be properly touched-up / protected. Ensure that the touch-up coating is properly performed and uses the properly long lasting coating system.

(d) Minimize field welding:

Minimize the amount of field welding as components that are welded in the field will require the coating to be removed in order to be field welded and the touch-up coating done is often lacking and/or is not as good as the original applied coating system. Based on the photos many of the areas around the field welds are rusting because the touch-up was lacking or similar. Also, field welding is more expensive than field bolting components together. Additionally, bolted connections will make it easier to disassemble the stair for future maintenance, if needed.

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

(e) Polyurethane Sealant at interface with wall:

Caulk & seal along the top & bottom flange of the stair stringer where the stringer comes in contact with the wall. This will prevent water from getting between the wall & stringer and hopefully prevent water from sitting on the topside of the stringer channel's bottom flange and slow the wear & tear on the coating at this inaccessible area. Consider using a high performance polyurethane sealant such as BASF Master Seal. NP1 or similar, depending on the coating system used. Specify the color of the sealant to be similar to the color of the steel coating and paint the sealant to match more closely. Noting; sealants typically only come in a few basic colors so matching is likely not possible. Also, many polyurethane sealants aren't 'very' paintable, so it will likely require multiple coats.

GSA’s P100 REQUIREMENTS

6. THE CONTRACTOR SHALL ADHERE TO GSA’s P100 SECTION 1.1.

PURPOSE OF THE FACILITIES STANDARDS. The Facilities Standards for the Public Buildings Service PBS-P100 (known as the P100) establishes design standards and criteria for new buildings, repairs, renovations, modernizations and alterations for the Public Buildings Service (PBS) of the General Services Administration (GSA). This document contains policy and technical criteria to be used in the programming, design, construction, measurement and verification, and documentation of GSA facilities. The P100 is a mandatory standard. It is not a guideline, textbook, handbook, training manual, nor substitute for technical competence. The P100 represents the current state of practice in designing facilities to meet GSA’s commitments, maximize the efficiency of business processes, and comply with the requirements of law. The P100 must be used in conjunction with the governing standards referenced in this document, as well as the building program for each project. If conflicts exist between the facilities standards and a specific program and project requirements, contact the PBS Office of Design and Construction for resolution.

7. THE CONTRACTOR SHALL ADHERE TO GSA’s P100 SECTION 1.2.

APPLICATION OF THE P100. The P100 APPLIES REGARDLESS OF THE FUNDING SOURCE. Thus, the P100 applies equally to projects funded through BA51, BA54, and BA55, as well as customer-funded projects through a Reimbursable Work Authorization (BA80) and privately financed projects such as an Energy Savings Performance Contract. This document also applies to lease construction facilities where GSA's formal Request for Lease Proposal (RLP) has an option for GSA to purchase the building at a future date. The requirements of

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan the P100 will be included in the RLP on a case-by-case basis, in consultation with the Chief Architect. Exclusion of the P100 from lease construction facilities where GSA's formal RLP has an option for GSA to purchase the building requires Chief Architect written approval.

8. THE CONTRACTOR SHALL ADHERE TO GSA’s P100 SECTION 1.2.1 REPAIRS, RENOVATIONS, MODERNIZATION AND ALTERATIONS. Repairs, renovations, modernizations, and alterations are improvements made to existing facilities. Generally, building systems need only be upgraded to correct deficiencies identified by GSA, unless the entire building is being renovated. All new work is required to meet the applicable national codes and standards adopted by GSA. If a major portion of the building is being renovated, the specific codes must be evaluated to determine if the entire building must be brought into compliance with the code. Any questions or concerns must be discussed with the GSA project manager.

9. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.3.9 OCCUPATIONAL SAFETY AND HEALTH REGULATIONS. The Department of Labor Occupational Safety and Health Administration (OSHA) does not directly regulate facility design; however, the construction, operation, and occupation of facilities must comply with OSHA regulations. The A/E must ensure that facilities can be constructed in a manner compliant with 29 CFR 1926; the design must anticipate facility operations and maintenance and ensure they can be performed in compliance with 29 CFR 1910; and must not subject building occupants to conditions in violation of 29 CFR 1910.

10. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.4.1

CONFLICTS BETWEEN CODES OR STANDARDS AND GSA

REQUIREMENTS. To ensure flexibility, GSA’s policy is to make maximum use of equivalency clauses in all codes and standards. If a conflict exists between GSA requirements and the GSA-adopted codes or standards, the GSA requirements take precedence. All such conflicts must be brought to the attention of the GSA project manager as appropriate for resolution.

11. THE CONTRACTOR MUST ADHERE TO GSA’s P100 Section 1.5 STATE AND LOCAL CODES. Facilities built on Federal property are exempt from State and local building codes. GSA recognizes that the national building codes are typically the foundation of State and local building codes, and that State and local codes represent important regional interests and conditions. It is GSA’s policy to comply with State and local building codes to the maximum extent practicable;

however, GSA has the final authority to accept or reject any recommendation from State and/or local government officials.

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

12. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.7.2.1 NET

ZERO WASTE. A net zero waste Federal building is operated to reduce, reuse, recycle, compost, or recover solid waste streams (with the exception of hazardous and medical waste), thereby resulting in no waste disposal to landfills or incinerators. Based on the solid waste management policy, provide a written narrative supported by drawings to show: the building’s waste collection and storage locations by waste stream; methods to maximize waste reduction and reuse (through interior construction and design) and to collect, separate, and divert waste (reuse, recycle, compost, waste to energy); and locations within the building for the anticipated management and final collection points of the waste streams to maximize waste reduction and diversion. This applies to all non-C&D waste (excluding hazardous and medical waste). For more information, go to www.sftool.gov/solidwaste.

13. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.7.2.2 CONSTRUCTION AND DEMOLITION WASTE. Divert at least 50% of total non-hazardous construction and demolition (C&D) materials, by weight, from landfills.

At substantial completion, report the following figures to GSA project manager:

total tonnage of non-hazardous C&D materials generated at the project, and how many of those tons were diverted from landfills. Waste diversion methods include reuse, recycling, scrap, and donation.

14. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.9 SAFETY AND HEALTH RISK REDUCTION. Most facility safety and health risks are adequately controlled through adherence to current building codes and regulations. However, codes and regulations only provide a minimum standard of care and generally do not address unique designs or optimize safety and health risks over the facility life-cycle. It should also be noted that building codes tend to focus on facility design with an emphasis on structural and fire safety issues while safety and health regulations (such as those promulgated by OSHA) are primarily employee or operationally-oriented and usually do not regulate building design. Therefore GSA requires designers take a systems approach to facility safety and health risk management to eliminate or mitigate facility life-cycle risks.

http://www.sftool.gov/solidwaste

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

15. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.9.3 ORDER OF PRECEDENCE. Designers shall mitigate safety and health risks in accordance with the following ANSI Z10 order of precedence:

• Hazard elimination. Elimination of the hazardous condition shall be the primary objective of safe design.

• Engineering controls. If the hazard cannot be eliminated, reduce the associated risk to an acceptable level through isolation or substitution with a lower risk hazard.

• Warning devices. If the hazard cannot be engineered to an acceptable level of risk, provide cautions and warnings. Provide detection and warning systems where required to alert personnel to specific hazards.

• Procedures and training. As a last resort, risks may be reduced to an acceptable level through the incorporation of special procedures and training. Mitigation with preferred methods generally requires higher initial cost; however, these methods provide the most effective protection, often with lower life-cycle costs. Where preferred methods are too costly, less preferred recommendations may be combined to provide redundant or overlapping solutions.

For high consequence hazards, avoid using warning, caution, or other written advisories as the only risk reduction method.

16. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.9.4

SPECIFIC HEALTH AND SAFETY REQUIREMENTS 1.9.4.1 ASBESTOS.

Determine if asbestos is present in the project area. This evaluation includes the review of any available asbestos surveys and consultation with GSA regional environmental, health, and safety offices. If asbestos is present, presumed, or suspected in the project area, then a "pre-alteration asbestos assessment" must be performed to determine whether and to what extent asbestos may be disturbed (41 CFR 102-80.15). Presumed and suspected asbestos must be sampled and tested or treated as asbestos-containing. Inaccessible areas affected by the project also have "destructive" samples collected and tested or presumed to contain asbestos. Projects with the potential to disturb asbestos must include controls to protect the construction contractor, building occupants, the public and the environment. GSA complies with State and local asbestos regulations where such exist, in addition to the Federal NESHAP, including notification requirements. Designers shall consult with GSA regional environmental, health and safety offices for specific guidance.

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

17. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.9.4.1.1 MODERNIZATIONS. Modernizations of occupied spaces must include the removal of all asbestos-containing material (ACM) that has the potential for future disturbance both through normal occupancy and during future repairs, maintenance, or alterations. Enclosure or encapsulation of such ACM is prohibited.

18. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 1.9.4.1.2 ASBESTOS PRE-ALTERATION ASSESSMENTS. The OSHA Construction Standard, 29 CFR 1926.1101, requires that surfacing and thermal systems insulation in buildings constructed prior to January 1, 1981, be presumed to contain asbestos unless demonstrated otherwise. GSA considers materials replaced by non-asbestos materials subsequent to January 1, 1981 to be exempt from the above OSHA requirement providing such replacements are properly documented. While buildings constructed after 1980 are not specifically regulated, OSHA requires building owners to use due diligence to identify any suspect asbestos-containing material. In addition, the EPA National Emission Standards for Hazardous Air Pollutants (NESHAP) (10 CFR Part 61) requires that, prior to the commencement of a demolition or renovation, the building owner or operator thoroughly inspect the affected facility where the demolition or renovation operation will occur for the presence of asbestos. Please note that the NESHAP is silent regarding the construction date of the building. While the use of asbestos-containing building materials has declined significantly over the last few decades, it must be noted that asbestos has not been entirely banned. Even today, asbestos sometimes finds its way into such products as drywall mud and flashing cement. Therefore, prior to the design of a renovation or demolition project, an evaluation must be conducted to determine if asbestos is present in the project area. This evaluation includes the review of any available asbestos surveys and consultation with GSA regional environmental, health, and safety offices. If asbestos is present, presumed, or suspected in the project area, then a "pre-alteration asbestos assessment" must be performed to determine whether and to what extent asbestos may be disturbed (41 CFR 102-80.15). Presumed and suspected asbestos must be sampled and tested or treated as asbestos-containing. Inaccessible areas affected by the project also have "destructive" samples collected and tested or presumed to contain asbestos. Projects with the potential to disturb asbestos must include controls to protect the construction contractor, building occupants, the public and the environment. GSA complies with State and local asbestos regulations where such exist, in addition to the Federal NESHAP, including notification requirements. Designers shall consult with GSA regional environmental, health and safety offices for specific guidance.

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

19. THE CONTRACTOR SHALL ADHERE TO GSA’s P100 SECTION, 1.9.4.2 LEAD-BASED PAINT. Paint must be tested for lead content when alterations or demolitions require the sanding, burning, welding, or scraping of painted surfaces. Lead-based paint controls must be implemented in accordance with 29 CFR 1926.62. Lead-based paint that is intact and in good condition need not be abated unless required for alteration or demolition. Lead-based paint must be abated in child care centers. Refer to PBS-P140 for specific details. Construction waste containing lead based paint must be considered hazardous waste unless testing proves otherwise.

20. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 7.1.3.2 GSA REGIONAL FIRE PROTECTION ENGINEER. The GSA regional fire protection engineer will participate in each phase of the project from concept through design, construction, final acceptance, and occupancy to ensure fire protection and life safety requirements are incorporated into the project. The GSA regional fire protection engineer will review design plans, specifications, and related information; review contractors’ submittals for compliance with contract documents; witness acceptance testing and commissioning of fire protection and life safety systems; and upon successful completion of commissioning and acceptance of tested systems, will issue certificates of occupancy (or temporary certificates of occupancy) before occupancy. The GSA regional fire protection engineer is the authority having jurisdiction (AHJ) for technical requirements in this chapter, including all fire protection and life safety code interpretations and code enforcement requirements. As the AHJ, the GSA regional fire protection engineer has the right to revise the specific requirements within this chapter based on a technical evaluation and analysis and the project’s specific needs.

21. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 7.1.3.4 CERTIFICATE OF OCCUPANCY. No portion of a project may be occupied until the GSA regional fire protection engineer has issued a certificate of occupancy or a temporary certificate of occupancy to the GSA project manager. Issuance of a certificate of occupancy must not be construed as an approval of any violation of a national code or GSA design standard or criterion.

22. THE CONTRACTOR MUST ADHERE TO GSA’s P100 SECTION 7.3.2 FIRE

SAFETY DURING RENOVATION PROJECTS. Fire safety during renovation projects must comply with the requirements in the IBC, IFC, and NFPA 241.

SPECIAL REQUIREMENTS The following requirement takes precedence over the requirements in the IBC, IFC, and NFPA 241:

• A fire prevention program superintendent is not required for a renovation project unless required by the GSA regional fire protection engineer.

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

23. The contractor shall use appropriate measures to remediate areas accordingly, by utilizing a thorough and complete NESHAP Survey provided by the Lessor.

24. Work must meet all State and Local Building Codes and Regulations, building standards, manufacturer’s requirements, and standards of workmanship.

25. The contractor is responsible for bringing to the attention of GSA, CDC and the Architect, any discrepancies that may arise from the drawings, details and or notes.

Contractor to perform the following:

1. Contractor is to provide skilled laborers to demolish existing metal stairs, anchors and landings at the rear entry of the Newnan County Courthouse.

2. Contractor is responsible for supplying all materials needed for a complete installation of the new metal stairs, including bolts and landings.

3. Contractor will be responsible for removing all demolished debris from Newnan County Courthouse property.

4. Contractor will be responsible for priming and painting all new metal stairs, bolts, anchors and or landings, the same color the existing stairs were painted unless otherwise directed to do something different.

5. Contractor is responsible for providing non-slip stair treads.

6. Contractor is responsible for notifying GSA as soon as information is available on any materials that will delay this project and or on back order.

7. Contractor will be performing all of this work during normal business hours.

8. Contractor will be responsible for providing a schedule of work to GSA prior to the start of construction for the Newnan County Courthouse for proper coordination.

9. Contractor shall provide proper welding certifications prior to any welding on jobsite.

10. Contractor will protect all existing property of the Newnan County Courthouse from any damages from welding.

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

11. Contractor is responsible for repairing any damaged areas of the concrete wall where metal anchors were removed or drilled into the concrete. These areas within the concrete should be repaired as new.

12. Any damage done to existing facilities and/or finishes will be repaired by Contractor at no cost to the U.S. Government. It is the Contractors responsibility to alert the GSA Building Manager/Project Manager of any prior damages to the property prior to start of work.

13. If contractor has any discrepancies between the drawings and the scope of work, he/she should report them to GSA for clarification.

14. Contractor is also responsible for the following, but not limited to:

• Protect existing property not being renovated from future damage.

• Contractor is responsible for providing fire extinguishers onsite while welding.

• Contractor is responsible for working as safe as possible within the electrical room. Provide security as necessary.

• Broom clean all areas affected by your work.

• Provide all miscellaneous materials, tools & labor needed to complete the job.

• Work should be completed during regular business hours unless directed otherwise by GSA.

• Proper PPE’s should be worn and used at all times while working.

GSA’S SPECIAL CONDITIONS

Measurements:

All dimensions, measurements and/or quantities indicated in this specification are approximate and shall not be used by the contractor as definite. Contractors are expected to inspect the job site prior to acceptance of delivery order in order to acquaint themselves with the scope of the project and to verify measurements. In no event, shall failure to inspect constitute grounds for claim after the delivery order is awarded.

Quality Control:

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

The work performed under this contract must demonstrate skills of the highest quality.

Any imperfections that reveal a lower level of workmanship (i.e., poor installation of furniture, improper installation of low voltage wiring, damaging doors and or walls while moving furniture, etc.) shall be deemed unacceptable. The GSA Contracting Officer Representative/Project Manager (COR/PM) will make random site visits to insure that the project is meeting standards and is acceptable. Any attempt to disguise poor workmanship shall be deemed unacceptable. Any work that is found to be unacceptable shall be repaired at the expense of the contractor and re-performed correctly. Any deficiencies will be required to be corrected prior to payment being released.

Sustainability Practices:

The government reserves the right to keep all material resulting from removal from the work area. All recyclable demolished materials (drywall, metal studs, metal tracks, cove base, carpet, etc.) shall be recycled. Documentation shall be furnished to the GSA Contracting Officer to support this recycling effort.

• Materials used in operations, alterations, maintenance, upgrades and service projects (10% - 50% of purchase).

Made of 70% salvaged material.

Made of 10% post-consumer or 20% post-industrial waste.

Made of 50% rapidly renewable material.

FSC certified wood.

-or- Made of 50% materials produced within 500 miles.

• Divert at least 50% of waste and demolition materials from landfills.

• Water-using equipment must conform to 1992 EPA water efficiency standards.

• Adhesives and sealants must be below Volatile Organic Compound (VOC) limits established by CA South Coast Air Quality Management District Rule #1168. Sealants used as fillers must meet VOC requirements of California Bay Area Air Quality Management District Regulation #8, Rule #51.

• Paints’ and coatings’ VOC emissions shall not exceed the Green Seal’s Standard GS-11.

• Carpet meets the requirements of the Carpet and Rug Institute (CRI) Green Label Plus carpet testing program.

• Carpet cushions shall meet the CRI Green Label testing program.

• Composite panels and agrifiber products contain no urea formaldehyde resins.

• All interior repair programs shall operate as according to the SMACNA IAQ

Guideline for Occupied Buildings Under Construction, 1995, Chapter 3.

Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

Safety Standards, Codes and Regulations:

The safety of occupants and workers is of paramount importance any unsafe conditions must be addressed immediately. All activities conducted under this contract shall be performed in compliance with all applicable Safety regulations and guidelines including but not limited to:

Occupational Safety and Health Administration (O.S.H.A.)

National Fire Protection Association (NFPA) General worksite safety practices

Materials shall be supplied consistent with, or exceeding, the quality of existing components and shall be considered acceptable replacements by a factory certified equipment representative. Refurbished equipment meeting these standards is specifically allowed.

Security Requirements:

Background Investigations will be conducted for all contractors working on this project.

If the project is less than six (6) months, a short-term investigation will be conducted for each applicant. This background investigation will be valid for the duration of the project. If the project is greater than six (6) months, a long-term investigation (NACI) will be conducted for each applicant.

An individual contractor can escort up to five (5) contractors as long as the individual escorting has been adjudicated with a favorable NACI adjudication (long-term investigation). GSA Region 04 Escort Policy and Procedures will be provided to the individual(s) providing escort. In the event the project can be completed within ten (10) days, the contractors may be escorted and will not require a background investigation. This decision will be made by the Project Manager and the Contracting Officer.

Period of Performance:

Period of performance is defined as the period of time between Notice to Proceed (NTP), and Final Inspection (acceptance by Government). This time period is inclusive of any and all material(s) lead time(s), contractual work, and completion of punch-list items. The “Period of Performance” as defined, associated with this SOW is 60 days.

Government Standards:

• All materials and equipment utilized in performance of this work must meet the requirements of the Facilities Standards for the Public Buildings Service, Provide labor and materials to demolish, remove and rebuild metal stairs at the rear entry of the Lewis R. Morgan

PBS P-100 and other applicable codes and standards for the particular materials or equipment and installation of same.

Additional Items:

• Contractor responsible to keep worksite clean at all times.

CONTACT

Ernest Smith

GSA’s Project Manager

(678) 296-0129