J.1 RDU GS Tower Painting SOW.pdf

RDU GLIDE SLOPE TOWERS

REPAINTING

Remove lead containing paint from the GS towers and repaint the towers

RDU GLIDE SLOPE TOWER REPAINTING FEBRUARY 2022

TABLE OF CONTENTS 00 010 0 - 1

DOCUMENT 00010 - TABLE OF CONTENTS

Section Number

Section Title

DIVISION 1 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 52 16 OSHA SAFETY REQUIREMENTS

DIVISION 2-EXISTING CONDITIONS

02 82 33 REMOVAL AND CONTROL OF PAINT WITH LEAD

DIVISION 9-FINISHES

09 91 13 EXTERIOR PAINTING

DRAWINGS

TSC-22-180-001 AIRPORT LAYOUT PLAN

TSC-22-180-002 TOWER ELEVATIONS

END OF TABLE OF CONTENTS

SUMMARY OF WORK 01 11 00 - 1

SECTION 01 11 00 – SUMMARY OF WORK

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: The project is located on Raleigh-Durham International Airport (RDU) in Morrisville, NC

B. Project Scope: This project consists of properly prepping and painting the four existing glide slope towers in alternating 10 foot sections of white and orange per the attached drawings and specifications.

C. Work shall include all labor, materials and equipment to complete the following:

1. Scrape all loose paint and chipping paint and clean any corrosion from the towers.

2. Collect and dispose of paint debris as lead containing paint

3. Paint all towers in alternating Aviation Orange (Federal Standard 595 color 12197) and

Aviation White (Federal Standard 595 color 17875) every ten foot section of the towers.

1.2 WORK SCHEDULE

A. The Work shall be completed within 60 days of Notice to Proceed. Contractor shall submit a written schedule to FAA Contracting Officer. Acceptable hours of construction are M-F, 7:00AM-3:00PM.

B. Work on the tower will be required to start and be completed within the set window of time. The antenna will be shut down during the duration of the work. Outages on the antenna will be scheduled by the FAA and coordinated with the Airport Authority.

C. Work on one tower will be completed before progressing to the next tower.

D. The notice to proceed will be issued when the contractor demonstrates, by virtue of material and equipment on site, that they are able to commence the work in earnest. Work will continue during the stated normal working hours until the work is complete. Requests for longer daily hours or weekend work will be considered if deemed necessary. Notice will be given to the FAA at least 48 hours in advance of any request to extend the normal working hours.

1.3 COORDINATION WITH FACILITY OPERATIONS/ACCESS

A. Contractor shall closely coordinate all work activities with the Contracting Officers Representative (COR). Contractor is advised that the work area is located on the Air Operations portion of the Airport. Construction work around this equipment must be closely coordinated with the COR as to not have an adverse impact on the operation of air traffic on the airport.

Workers will be continually escorted by FAA personnel.

SUMMARY OF WORK 01 11 00 - 2

1.4 ONGOING MAINTENANCE AND OPERATIONS AND WORK UNDER OTHER

CONTRACTS

A. Contractor is made aware of other ongoing operations, other construction contracts and maintenance activities at this facility. All activities have to be closely coordinated with the COR as to not impact the operation of the Airport.

B. Cooperate fully with separate contractors and maintenance entities so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract.

1.5 IMPACT TO FACILITY

A. Contractor is made aware that this facility is responsible for the control and navigation of air traffic. Contract work and workers must operate in a manner which will not have any adverse impact to the operation of this facility. Contractor shall assure the complete protection to the existing equipment. Closely coordinate all proposed activities with the COR.

1.6 PROTECTION DURING CONSTRUCTION

A. Contractor is responsible for providing the proper protection for the existing equipment and the proper protection for the surrounding areas to include protection from physical damage, fumes, dust, and excessive dirt. Construction operations cannot adversely impact the surrounding environment.

1.7 TEMPORARY FACILITIES

A. The Contractor shall provide temporary facilities, as required, to include but not limited to illumination for construction needs, temporary platforms and scaffolds, ensuring an absolute safe working environment. All work shall comply with OSHA standards.

B. The contractor shall be permitted to use facility utility service power after close coordination with the COR for the use of small power tools.

C. Contractor is advised that restroom facilities are NOT available at this facility. The contractor will be responsible for providing temporary sanitation facilities for the work force for the duration of the project.

D. Contractor is advised that running water is NOT available at this facility.

1.8 CLEANUP AND RESTORATION

A. Contractor is responsible for maintaining the worksite in a clean and safe condition during the work shift as well as after work hours. The contractor shall restore the site to original condition upon completion of the project.

1.9 PERMITS

A. If permits are require they will be obtained by the FAA from the Airport Authority.

END OF SECTION 01 11 00

JOB MANAGEMENT 01 14 10-1

SECTION 01 14 10 - JOB MANAGEMENT

PART 1 - GENERAL

1.1 SUMMARY

A. This section describes the required performance of administrative job related requirements necessary for the proper conduct of the work as indicated in this section.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Materials used on this project shall be in accordance with the requirements of the individual sections of these specifications and drawings.

2.2 MATERIALS CONTAINING ASBESTOS

A. No materials or products which contain asbestos in any form may be introduced for use on this project.

PART 3 - EXECUTION

3.1 FIELD MEASUREMENTS

A. Contractor is responsible for making complete field measurements. Check all dimensions at the job site for components requiring fit to surrounding conditions. Check shop drawings and indicate the actual dimension available at all locations.

3.2 PROJECT SAFETY AND HEALTH PROGRAM REQUIREMENTS

A. All on-site work under this Contract shall be performed in compliance with the requirements of all Federal and State Occupational Safety and Health laws and regulations as they apply to construction site activity.

1. Comply with applicable Occupational Safety and Health Standard (29 CFR 1910 and 1926) promulgated pursuant to authority of the Occupational Safety and Health Act of 1970.

2. Comply with any other applicable Federal, State, or local regulations governing workplace safety to the extent that they do not conflict with other clauses of this contract. If a conflict exists between sections of this Contract, the more stringent requirement takes precedence.

3. Take all other proper precautions to protect the safety and health of the contractor’s employees, Federal Aviation Administration employees, and the public. Provide and maintain barricades, guard rails, covered walkways, lighting devices and other protective devices necessary to warn and protect the workmen and general public from hazards at the construction site.

4. Contractor shall maintain a Project Safety and Health Plan which shall address site-specific safety and health requirements and procedures to include, but not limited to excavations, fall protection, electrical safety, scaffold safety, cranes, steel erection, welding, burning and cutting safety, concrete and masonry work.

JOB MANAGEMENT 01 14 10-2

5. In addition to compliance with applicable statutory and regulatory requirements, the Project Safety and Health Plan shall contain provisions for mandatory safety orientation for every contractor, subcontractor, and vendor employee assigned or sent to the site. Safety orientation shall cover as a minimum the rules and regulations governing on-site construction activities, special known hazards, accident prevention, emergency procedures, and personal protection equipment requirements. Upon completion of the safety orientation, each attendee will be issued a hard hat sticker. No contractor, subcontractor or vendor employee will be allowed to enter or remain on-site without a hard hat bearing a valid safety orientation sticker.

6. As work progresses, the Plan shall be updated to adapt to new situations and new conditions.

Changes to the Project Safety and Health Plan shall be made only with full concurrence of the

COR.

7. If any unforeseen hazard should become evident during the performance of the work, bring such information to the attention of the COR, verbally and in writing. Take the necessary action to re-establish and maintain safe working conditions.

8. The Project Safety and Health Plan shall include MSD sheets for materials and products to be used on the project. MSD sheets shall be maintained at the project site where all employees will have access.

B. The Project Superintendent shall act as Safety Director and be responsible for the implementation, execution and oversight of the Project Safety and Health Plan. The Superintendent shall have authority from the contractor to stop work to abate hazardous conditions or unsafe practices, and to eject any contractor, subcontractor, or vendor employee from the project site for failure to comply with safety requirements. The Project Superintendent’s authority, responsibilities, and duties in the capacity of Safety Director shall be incorporated as part of the written Project Safety and Health Plan. These responsibilities shall include, but not be limited to conducting subcontractor pre-construction safety program reviews, conducting the employee safety orientation training, conducting weekly safety meetings, conducting daily site safety inspections, auditing subcontractor safety compliance, conducting accident investigations, and preparing required periodic and special safety reports.

C. When the Contractor is notified by the COR of non-compliance with the safety or health provisions of this contract, the contractor shall immediately, unless otherwise instructed, correct the unsafe or unhealthy condition. If the Contractor fails to comply promptly, all or part of the Work will be stopped by notice from the COR. There will not be any allowance for time or compensation due to work stoppage for an unsafe condition.

D. The contractor will maintain an accurate record of exposure data and all accidents incidental to work performed under this Contract. The contractor must report the exposure data and accidents to the COR.

E. All subcontracts and vendor purchase orders related to this project shall contain provisions requiring compliance with the contractor’s approved Project Safety and Health Plan.

F. Prior to commencing construction, representatives of the Contractor, including the Project

Superintendent, shall hold a Safety Meeting with designated representatives of the Contracting Officer for the purpose of reviewing the approved Project Safety and Health Plan and discussing the implementation of the plan.

G. The Contractor shall take all necessary precautions to prevent injury to the public, occupants, or damage to property of others. The public and occupants includes all persons not employed by the Contractor or a subcontractor.

JOB MANAGEMENT 01 14 10-3

H. Wherever practical, the work area shall be fenced, barricaded or otherwise blocked off from public or occupants to prevent unauthorized entry into the work area.

1. Provide traffic barricades and traffic control signage where construction activities occur in vehicular areas.

2. Corridors, aisles, stairways, doors and exit ways shall not be obstructed or used in a manner to encroach upon routes of ingress or egress utilized by the public or occupants, or to present an unsafe or unhealthy condition to the public or occupants.

3. Store, position and use equipment, tools, materials, scraps and trash in a manner that does not present a hazard to the public or occupants by accidental shifting, ignition or other hazardous activity.

4. Store and transport refuse and debris in a manner to prevent unsafe and unhealthy conditions for the public and occupants. Cover refuse containers, and remove refuse on a frequent regular basis acceptable. Use tarpaulins or other means to prevent loose transported materials from dropping from trucks.

3.3 FIRE PROTECTION

A. Maintain fire extinguishers at construction site in sufficient number to adequately protect the structures during construction. Provide at least one 20 pound ABC fire extinguisher at intervals not to exceed 500 feet. Provide at least one fire extinguisher for welders or other trades using open flames in the execution of their work. All construction trailers shall possess at least one 10 pound ABC fire extinguisher. Maintain “Fire Watch” personnel, with fire extinguisher in hand, during all welding/cutting or other open flame operations on, within, or near existing facility.

B. Maintain the telephone number of the local fire department and emergency services. Keep number posted conspicuously near telephones throughout site

3.4 DISRUPTION TO SERVICES

A. The loss or shut down of existing FAA air traffic control equipment or associated support equipment for any amount of time will jeopardize safety of the flying public.

B. Disruption to existing utilities, piping, or electrical services must be held to a minimum. Carefully plan work in a manner that such disruptions are coordinated with the COR. Any operation which requires shut down of some portion of the facilities operation must be closely coordinated 10 days in advance with the COR.

C. Maintain storm sewers and sanitary sewers in service at all times. In the event that it becomes necessary to disrupt one of the utilities, provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not curtailed.

3.5 ENVIRONMENTAL PROTECTION AND POLLUTION CONTROL

A. The contractor shall perform all work necessary to implement and accomplish a program to prevent environmental pollution during or as a result of construction performed under this contract.

B. Take necessary precautions to prevent contamination of soil or atmosphere by the discharge of noxious substances resulting from construction operations. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. If contamination of the soil does occur, excavate contaminated soil and dispose of at an off-site location in accordance with

JOB MANAGEMENT 01 14 10-4

applicable Federal, State and local regulations. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil.

C. Take measures to prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious, volatile or harmful fluids into drains or sewers.

3.6 HANDLING OF HAZARDOUS MATERIALS

A. If suspect hazardous materials are encountered during this project notify the COR immediately. Do not disturb suspect hazardous materials.

3.7 BLASTING

A. Blasting will not be permitted at this site.

3.8 HAUL ROUTE

A Coordinate a haul route with COR which will minimize impact to the airport operations.

3.9 MATERIALS AND EQUIPMENT

A. Ordering of Materials: Orders for materials and equipment shall be made promptly after approval of submittal in order to avoid any delay to project schedule.

B. Transportation and Delivery: Arrange for delivery to avoid impact to project schedule and to avoid impact to the operation of the existing facility. Deliver materials and equipment in their original, unopened containers bearing the manufacturers label.

C. Storage: Store materials and equipment to provide protection from damage from damage, dust and moisture. Store all flammable or volatile materials properly outdoors.

D. Store granular materials in a well-drained area on solid surfaces to prevent contamination.

E. Arrange storage in a manner to provide easy access for inspection.

F. Manufacture and Fabrication: Design, fabricate and assemble materials and equipment using the best engineering and shop practices. Manufacture all like parts of duplicate units to standard sizes and gages, to be interchangeable. Two or more items of the same kind shall identical. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are approved I writing.

G. Manufacturer’s Instructions: When contract documents require that the installation of the work shall comply with the manufacturer’s printed instructions, obtain and distribute copies of such instructions to those involved in the installation, including (2) copies to the COR. Maintain one set of instructions at the job site. Strict adherence to the manufacturer’s instructions is required. When project conditions or unique circumstances require deviation from the printed instructions, consult with the COR for further guidance. Do not proceed until clear direction has been obtained.

END OF SECTION 01 04 10

REMOVAL AND CONTROL OF PAINT WITH LEAD 02 82 33 - 1

SECTION 02 82 33-REMOVAL AND CONTROL OF PAINT WITH LEAD

1.1 DESCRIPTION OF WORK:

A. This section identifies the precautions and procedures required for lead contaminant control and lead waste disposal during the contract. It applies to the removal, containment and disposal of lead containing paint (LCP), adhesives and residue.

B. The project will take place at the R/W 34 Glide Slope Tower, at Richmond International Airport.

The scope of work involves removal of lead containing paint using wet methods of scraping loose & peeling paint from the exterior of the Glide Slope Tower near runway 34.

C. Related work specified in other sections, “Safety & Health”, applies to all work covered by these areas.

D. The contractor will address LCP/LBP in accordance with the procedures established in 29 CFR

1926.62, the protection of workers, FAA employees and employees of the Airport Authority.

Abatement of LBP/LCP will be performed, and the procedures will be followed as outlined in the specification along with appropriate Federal and NC Regulations.

1.2 SUBMITTALS:

A. The following submittals are required

B. Valid copy of Lead paint abatement License.

C. Names and qualifications (experience and training) of supervisor and personnel who will be working on-site as part of the lead abatement plan

D. The contractor will be responsible for disposing of the lead waste. Samples of the waste will be collected by a representative sample of waste for TCLP analysis to characterize the waste.

E. The following controls will be used prior to beginning work:

F. A process to indicate the means for demarcating the work area and providing for decontamination by workers, protecting the public and other trades, and adjacent building surfaces and furnishings from contamination.

G. Methods and materials for the engineering controls to be used when disturbing lead-based paint surfaces (enclosures, dust control and collection mechanisms, etc.). A material safety data sheet (MSDS) will be provided.

H. Wastes shall be cleaned-up and containerized daily.

1.3 REFERENCES:

The contractor is responsible for ensuring compliance with all applicable Federal, State, and Local regulations including: Code of Federal Regulations (CFR):

Occupational Safety and Health Act (OSHA):

REMOVAL AND CONTROL OF PAINT WITH LEAD 02 82 33 - 2

29 CFR 1910, OSHA General Industry Standard 29CFR 1910.1025, OSHA General Industry for Lead 29CFR1926, OSHA Construction Standard 29CFR 1926.21, Safety Training & Education 29 CFR 1926.55, Gases, Vapors, Fumes, Dusts& Mists 29 CFR 1926.59, Hazard Communication 29 CFR1926.65, Hazardous Waste Operations and emergency response 29 CFR 1926.134, Respiratory Protection

Environmental Protection Agency (EPA): 40 CFR260, hazardous Waste Management Systems

, General 40CFR261, Identification& Listing of Hazardous Waste 40CFR 262, Generators of hazardous Waste 40CFR263, Transporters of Hazardous Waste 40 CFR 264, Owners & Operators of Hazardous Waste Treatment 40CFR265, Interim Status Standard for Owners &Operators of Hazardous Waste 40CFR 268, Land Disposal Restrictions 40 CFR 745, Lead; Requirements for Lead Base Paint Activities 40CFR260-299, EPA Resource Conservation and Recovery Act 40 CFR 300-399, EPA Comprehensive Environmental Response Compensation Liability Act 40CFR 745, EPA Toxic Substances Control Act; Lead-Based Paint Poisoning Prevention 49 CFR 171-180, DOT Hazardous Material Regulations

49CFR172, Hazardous Materials, Tables &Communications Regulations 49 CFR 178, Shipping Container Specification

1.4 Project/Site Conditions:

A. Contractor is advised there is no running water at the site. The contractor will be required to provide temporary sanitation facilities at the site

B. Electricity may be made available by the FAA for use of small hand tools. Use of on-site electricity will be closely coordinated with the on-site FAA representative

C. The work area is to be restricted to authorized, trained, and protected personnel only. These may include the contractor’s employees, the independent Industrial Hygienist, North Carolina Dept. of the Environmental Quality (DEQ) and any other designated and approved individuals.

A list of authorized personnel shall be established prior to the start of project and posted on site. This list is identified as additions:

1) FAA contracting personnel provided they are licensed to enter the work area.

2) Airport Authority Contract Monitoring Personnel provided they are licensed.

3) OSHA, EPA, & DEQ Inspectors.

4) Local building or health officials provided they are licensed.

D. The Contractor will control access to the work site by maintaining a daily log of personnel entering the work area, along with their start/stop time. At no time should unauthorized personnel be allowed to enter the work area. The contractor will ensure that all persons including workers and authorized visitors entering the work area are licensed. Notices will be posted by law as to advise the public in the area that a lead abatement project is in progress.

REMOVAL AND CONTROL OF PAINT WITH LEAD 02 82 33 - 3

PART 2 - PRODUCTS

2.1 VACUUMS

All vacuums used during paint and adhesive removal, disturbance, and clean up shall be equipped with HEPA filters conforming to ANSI Z9.2-1979.

2.2 RESPIRATORS AND PROTECTIVE CLOTHING

At a minimum, workers should wear disposable coveralls including shoe covering and respiratory protection appropriate for the hazard. The Contractor shall containerize disposable coveralls as waste daily. All workers shall be trained on the hazards of lead and proper personal hygiene, such as no eating/drinking/smoking in the work area and washing when leaving the work area.

PART 3 - EXECUTION

3.1 PREPARATION

A. OSHA warning signs shall be placed at the entrance to LCP work control areas once the FAA PM or Safety Officer has given written approval to begin.

B. The contractor will provide a construction caution tape barrier at an adequate distance around the work area for pedestrians to follow to alternate pathways.

C. Egress shall not be blocked without the permission of the FAA COR.

D. Prior to initiating work, the contractor will designate a secure waste storage area. The waste storage area shall be protected with 6-mil poly sheeting on the ground. Waste will be labeled “Pending Analysis” / Potential Hazardous waste until samples are collected & TCLP analysis is received.

The waste will be inspected weekly until it is characterized & leaves the site.

3.2 WORK PROCEDURES

A. The method of lead-based paint abatement chosen will minimize the generation of lead dust.

B. The Contractor is responsible for personal air monitoring under OSHA regulations and to document and control worker exposure. OSHA regulations including exposure monitoring, engineering and work practice controls, training, medical monitoring, record keeping, and job removal. The contractor’s Competent Person shall evaluate the data to determine the effectiveness of engineering controls, the adequacy of personal protective equipment, and to determine if proper work practices are being employed. The FAA PM shall be notified if any air monitoring results equal or exceed 30 micrograms per cubic meter of air (ug/m3).

C. In obtaining a negative exposure assessment (NEA), an employer may not project another employers’ results to their personnel. Additional exposure monitoring is required when there is a

REMOVAL AND CONTROL OF PAINT WITH LEAD 02 82 33 - 4

change in equipment, processes, controls, or when personnel of varying training and/or experience are engaged in the process.

D. The contractor will perform environmental testing prior to beginning work to demonstrate that there is no appreciable elevation of airborne or settled lead outside of the work area. Sampling may also be performed during the initial phase of removal to assure lead levels remain under the OSHA action level of 30 ug/m3.

E. Upon exiting the removal area, personnel shall decontaminate by vacuuming gross debris from disposable clothing and thoroughly washing all exposed body surfaces by hand washing into a 5-gallon bucket. The contractor is responsible for supplying adequate washing facilities for their employees. Workers shall not leave the designated work area while wearing protective clothing. The wastewater from employees decontaminating will be poured into the 5-gallon pails for waste disposal.

No liquids will be poured into the sanitary sewer or on the site.

3.3 CLEANUP AND DISPOSAL

A. Housekeeping: Surfaces in the LCP control area shall be maintained free of accumulations of paint chips and dust. The accumulation and spread of dust and debris shall be restricted. Dry sweeping or compressed air shall not be used for cleanup.

B. The contractor is responsible for ensuring that normal shop vacuums, or other vacuums without

HEPA filtration, are not utilized in areas where an accumulation of lead dust or paint chips can reasonably be anticipated.

C. At the end of each work day, the contractor will HEPA vacuum and collect all debris to maintain areas free of paint chips and dust accumulation. The contractor will seal any debris in airtight containers. Materials being temporarily stored at the site must be maintained in closed, air tight containers (buckets or drums) meeting the DOT requirements. The waste will be labeled properly & stored onsite until properly characterized.

D. Final cleaning/approval: The area shall be visually clean of all debris and dust. If the FAA COR or a designated representative finds the area unacceptable, the Contractor shall re-clean until acceptance is gained.

E. Handling of all waste and debris is to follow OSHA, EPA, DOT, applicable State, and all other applicable regulations.

EXTERIOR PAINTING 09 91 13 - 1

SECTION 09 91 13 - EXTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes surface preparation and the application of paint systems on the following exterior substrates:

1. Galvanized metal.

B. Paint all tower members and supports.

C. Do not paint:

1. concrete foundation

2. antennas

3. communication or power conductors

4. conduits or junction boxes

5. grounding cables

6. climbing ladder or LSS

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples for Initial Selection: For each type of topcoat product indicated.

C. Samples for Verification: For each type of paint system and each color and gloss of topcoat indicated.

1. Show sample color charts for verification.

D. Product List: For each product indicated, include the following:

1. Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules.

2. Printout of current "MPI Approved Products List" for each product category specified in Part 2, with the proposed product highlighted.

1.3 QUALITY ASSURANCE

A. MPI Standards:

1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List."

2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint systems indicated.

EXTERIOR PAINTING 09 91 13 - 2

1.4 DELIVERY, STORAGE, AND HANDLING

A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F.

1. Maintain containers in clean condition, free of foreign materials and residue.

2. Remove rags and waste from storage areas daily.

1.5 PROJECT CONDITIONS

A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F.

B. Do not apply paints in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.

1.6 EXTRA MATERIALS

A. Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents.

1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. of each material and color applied.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following or on the current approved products listing per MPI for the paint systems being used

1. Benjamin Moore & Co.

2. Duron, Inc.

3. PPG Architectural Finishes, Inc.

4. Sherwin-Williams Company (The).

2.2 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

EXTERIOR PAINTING 09 91 13 - 3

B. Colors: White paint to be Federal Standard# 17875 Aviation White. Orange Paint to be Federal Standard # 12197 Aviation Orange.

2.3 METAL PRIMERS

A. Cementitious Galvanized-Metal Primer: MPI #26.

1. VOC Content: E Range of E1.

B. Exterior Alkyd Enamel (Gloss): MPI #9 (Gloss Level 6).

1. VOC Content: E Range of E2.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work.

B. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.

C. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.

1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions.

D. Paint tower in alternating 10 foot bands of white and orange.

3.2 PREPARATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated.

B. Remove plates, machined surfaces, and similar items already in place that are not to be painted.

If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.

1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.

2. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates.

C. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants.

EXTERIOR PAINTING 09 91 13 - 4

1. Remove incompatible primers and re-prime substrate with compatible primers as required to produce paint systems indicated.

D. Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints.

3.3 APPLICATION

A. Apply paints according to manufacturer's written instructions.

1. Use applicators and techniques suited for paint and substrate indicated.

2. Paint surfaces behind movable items same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed items with prime coat only.

B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat.

C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.

D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

3.4 FIELD QUALITY CONTROL

A. Testing of Paint Materials: FAA reserves the right to invoke the following procedure at any time and as often as FAA deems necessary during the period when paints are being applied:

1. FAA may direct Contractor to stop applying paints if test results show materials being used do not comply with product requirements. Contractor shall remove noncomplying-paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible.

3.5 CLEANING AND PROTECTION

A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site.

B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.

C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by COR, and leave in an undamaged condition.

EXTERIOR PAINTING 09 91 13 - 5

D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.6 EXTERIOR PAINTING SCHEDULE

A. Galvanized-Metal Substrates:

1. Alkyd System: MPI REX 5.3B. Gloss level 6

a. Prime Coat: Cementitious galvanized-metal primer.

b. Intermediate Coat: Exterior alkyd enamel matching topcoat.

c. Topcoat: Exterior alkyd enamel (semi-gloss).

END OF SECTION 09 91 13

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P

A R

K W

A Y

I N

T E

R S

T A

T E

A

IR

S

ID

E D

R

IV

E

D R I

V E

D E P

A R

T U

R E

T E

R M I

N

R E

T U

N

D

I

V E

R E

N T

C

I

V E

DRIVE

A V I

A T I

O N

P

A R

K W

A Y

RUNWAY 5R-23L

TERM C

TERM A EXT

TERM A

R U

N W

A Y

-3

F

F

F

ABANDONED AVIATION PARKWAY

WEST RAMP

A -8

NORTH RAMP

F

F

N

N -5

N -4

N

J-1

B -9

B -9

B -7 B -8

B -7

B -6

B -6B -5

B -5

NORTH CARGO RAMP

K

J

TAXIWAY B

TAXIWAY F

A -7

C O

M M E R C E

B O U L E V A R D

C E

M E T E R

Y

R

O A

D

NORTH FUEL ROAD

FAA ACCESS ROAD

P A

K

I

V E

C O

R P

O R

A T

E R

O A

D

WEST

INTERNATIONAL DRIVE

EAST INTERNATIONAL DRIVE

INTERNATIONAL DRIVE

B U

S

IN

E S

S S

T

N O

R T

H

M P

I

V E

R O

A D

L U

M L E

Y

GENERAL AVIATION AREA

RUNWAY 5L-23R

RAMP

ALSF-2

RAMP

RAMP

N

0600 600 1200

SCALE IN FEET

LAKE

LAKE

ROCK

MM

MALS SHELTER

M

DITCH

X X

X X

X

X X

X X

X

X

X

FEDERAL AVIATION ADMINISTRATION

Ashburn TSC Ashburn, VA

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:APPROVED BY:SUBMITTED BY:

Kevin O'Connor Ron Watson

TSC-22-180-001KO KO

DWG#

REPAINTING

RDU GLIDE SLOPE TOWER

02-18-2022

RALEIGH DURHAM INTERNATIONAL AIRPORT

AIRPORT LAYOUT PLAN

DMP GLIDE SLOPE

GKK GLIDE SLOPE

LEI GLIDE SLOPE

RDU GLIDE SLOPE

Tower and ladder detailsdmp gkk rdu.dgn 2/22/2022 2:30:27 PM

44'-6"

FEDERAL AVIATION ADMINISTRATION

Ashburn TSC Ashburn, VA

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:APPROVED BY:SUBMITTED BY:

Kevin O'Connor Ron Watson

TSC-22-180-002KO KO

DWG#

REPAINTING

RDU GLIDE SLOPE TOWER

02-18-2022

TOWER ELEVATIONS

TOWER ELEVATION AT DMP GKK RDU

TOWER ELEVATION AT LEI

f. CONCRETE FOUNDATION

SYSTEMS

e LADDERS OR LADDER SAFETY

d. ANTENNAS

c. LIGHTNING PROTECTION SYSTEMS

b. CONTUITS OR JUNCTION BOXES

a. ELECTRICAL OR SIGNAL CABLES

2. DO NOT PAINT:

b. ANTENNA MOUNTING BRACKETS

AND CROSS BRACES

a. ALL STRUCTURAL MEMBERS

1. PAINT:

NOTES

30'-6"

Tower and ladder detailsdmp gkk rdu.dgn 2/22/2022 1:49:20 PM

B. Colors: White paint to be Federal Standard# 17875 Aviation White. Orange Paint to be Federal Standard # 12197 Aviation Orange.

D. Paint tower in alternating 10 foot bands of white and orange.

D. Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints.