SOW CSV LOC Platform Repair SOW final 260827.pdf

Federal Aviation Administration

Statement of Work

CSV (Crossville, TN) LOC Platform Repairs

Specifications

01 10 00 – Summary of Work 06 10 00 – Rough Carpentry Appendix A – Details and Record drawings Appendix B – Site Photos

FEDERAL AVIATION ADMINISTRATION

CSV LOC PLATFORM REPAIRS

JANUARY 2026

CROSSVILLE, TN

SUMMARY OF WORK 01 10 00 - 3

SECTION 01 10 00 - SUMMARY OF WORK

1. DESCRIPTION: The CSV (Crossville, TN) LOC (Localizer) platform is an FAA site located off of Earl Jones Rd, at the southwest end of the Crossville Memorial Airport-Whitson Field (CSV).

The platform was constructed in 1972. Due to deterioration of several wooden members, repairs must be made to restore the facility until replacement.

2. FACILITY: The project is located at the following location:

1. The LOC Facility is on airport property, however, the platform is outside of the airport’s security fence. The entrance to the facility is located 400ft southeast of the intersection of Old Hwy 70 and Earl Jones Rd.

2. GPS Coordinates: 35.94876 / -85.09545

3. Address: 78 Earl Jones Rd, Crossville, TN 38572

3. GENERAL: The contractor must furnish all labor, supervision, engineering, materials, services, insurance, equipment, and tools necessary to accomplish the Scope of Work and project requirements. All work must follow Davis Bacon Labor Rates and comply with OSHA requirements.

4. SCOPE OF WORK:

1. Install of additional bracing and stiffeners. (Refer to drawings.)

2. Remove and replace 2x12 deck beam. (Install temporary support/shoring as required.)

3. Install additional deck 2x12 joists. (Refer to drawings.)

4. Repair existing joist and brace splices. (Refer to drawings.)

5. Install L angles to stiffen each railing post.

6. Install anti-split rings on cracked support poles.

7. Remove temporary plywood decking.

http://maps.google.com/maps?q=36.63354%2C-76.65663 http://maps.google.com/maps?q=36.63354%2C-76.65663

JANUARY 2026

SUMMARY OF WORK 01 10 00 - 4

8. Replace 2x6 deck boards as required.

9. Repair split outer deck joists with 5/16 x 5-1/8in structural screws.

5. MATERIALS:

1. Materials furnished by the contractor for this project must be new, unless specified materials can be re-used. All products to be installed to manufacturer’s specification.

2. Hazardous Materials. No materials supplied by the contractor for this project must contain asbestos or lead-based materials. All SDS sheets must be provided prior to construction for all required materials.

6. PERFORMANCE PERIOD: Complete all work within 30 calendar days of Contractor’s Notice to

Proceed. Based on facility requirements, night work is not required.

7. MEETINGS: Attend 4 separate meetings at the facility/virtual (CO/COR discretion) after contract award and prior to start of work. Meetings may be on different days and several days or weeks apart. All meetings are mandatory. Meetings include:

A. Project Planning:

1. Submittal Register, schedule.

2. Contractor introduction.

3. Project plan and phasing.

B. Tag up Meeting:

1. Follow up on action items from planning.

2. Updates as project approaches start date.

3. Operational Risk Management/Mitigation.

C. Preconstruction:

1. Logistics, schedule, deliveries, mobilization, etc.

2. Contractor personnel

3. Submittal approval

D. Weekly Construction Meeting

1. Schedule update, two week look ahead.

2. Project action items.

3. Project Closeout

8. SECURITY: Site access is restricted. Contractor must be escorted by FAA representative at all times and comply with federal and FAA security requirements.

9. SUBMITTALS: Materials and Equipment. Provide submittal data for all materials proposed for use. Electronic portable document format (PDF) files and descriptive literature must be submitted to the Contracting Officer (CO) for review and approval. Highlight specific types scheduled for installation. All material that are not in accordance with the contract drawings and specifications must be specifically noted and highlighted in the submission. Re-submittal. - Resubmit all items marked “disapproved” or “resubmit” within 3-5 business days of receipt.

1. All submittals must be completed prior to starting construction.

2. Submit on a schedule. Schedule must be continuous and efficient.

3. Submit on all materials.

4. Submit on schedule of values.

10. INSTALLER QUALIFICATIONS:

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SUMMARY OF WORK 01 10 00 - 5

A. The contractor must be a certified/licensed framer.

B. Contractor must have a minimum of 5 years of experience successfully completing similar scopes of work.

11. PROJECT CONDITIONS:

A. Work Hours:

1. Accomplish all work during hours between 7:00 AM and 5:00 PM

(local time), Monday through Friday on mutually agreeable dates. Hours and dates are subject to change due to FAA operational requirements. The LOC is out of service until repairs are complete.

B. Moratoriums:

1. Work under this contract is unable to take place during times of high air traffic demand typically during holidays. Contractor must mutually work with the FAA to schedule work to avoid moratorium dates. Moratorium dates become known a few months prior.

B. Operational Risk Avoidance:

1. General. This facility is currently out of service.

2. Coordination of Work Affecting Operational Systems or Personnel. Coordinate all work that has any or may have any impact on any operational systems or personnel within the facility through the COR. Cease any work that is adversely impacting the operations of the facility or personnel and immediately report impact to the COR;

repair or restore any portion of the operational system that has been damaged or suffered diminished performance as a result of the Contractor’s activities.

3. Circuit Breakers and disconnect switches will be operated by FAA personnel only.

Contractor personnel must not operate circuit breakers or any other electrical disconnecting device. FAA will lockout/tagout equipment to insure personnel safety while safeguarding facility operations. Contractor must participate as an observer in lockout/tagout procedures in order to protect contractor as well as FAA personnel.

Contractor required to submit lockout/ tagout plan for approval, prior to construction if required. This may be required for replacing soffits around an exterior light.

C. Safety:

1. Perform all work safely and in accordance with the following requirements.

2. Comply with FAA Electrical Standards, FAA Safety Standards, National Electrical Code

(NFPA 70), National Fire Code, OSHA, manufacturer’s recommendations, local, state, and federal regulations, other authorities having jurisdiction, and local facility requirements. FAA Standards are available on request.

3. Workers must use Personal Protective Equipment (PPE) as required by code, regulation, standard, or manufacturer’s recommendation.

4. Operators of heavy equipment or machinery must be properly certified.

5. Contractor to secure the working area at all times to protect personnel and their belongings from debris, machinery or any working hazard as they access or leave the facility. The work area must be properly lit when needed and cleaned after construction activities to avoid any damage. The construction site must be maintained in a clean and orderly fashion at all times.

D. Coordination and Approval: Coordinate with and obtain approval from the COR for work schedule, hours, and activities on a daily basis. Coordinate high risk tasks with COR prior to work start. High risk tasks include, but not limited to outages, cutovers, rigging activity, and

JANUARY 2026

SUMMARY OF WORK 01 10 00 - 6

temporary road closures.

E. Drawings. The contractor to maintain redline drawings throughout construction to be provided to the COR at project completion.

12. CLEANUP:

1. Remove all debris, rubbish, scrap, dirt, and protective coverings from the work areas upon completion of the work shift each day. Site conditions throughout construction period will not impact site operations. The affected work areas must be thoroughly cleaned to their original condition at the end of each work shift. Site must be returned to original condition prior to project completion.

2. Contractor must use a covered dumpster. Do not allow foreign object debris to spread on the construction site.

13. TEMPORARY SANITARY FACILITIES: Provide temporary sanitary facilities to be used by workers on site. Facilities must remain on site for the duration of the contract. Final location will be coordinated with the COR and approved by the COR.

14. UTILITIES: Onsite 120v outlet must be assumed unavailable. Water is not available at the site.

15. QUALITY ASSURANCE AND WORKMANSHIP: All work must be accomplished in a neat, workmanlike manner by skilled workmen regularly engaged in their respective trade resulting in an installation that is absolutely satisfactory in both function and appearance as determined by the COR.

16. WARRANTY:

All materials and workmanship provided in the project must be warranted for a period of one (1) year, from date of acceptance by the COR.

17. INSPECTION: Submit a written request for inspection for Substantial Completion, also referred to as the Contractor Acceptance Inspection (CAI). On receipt of request, COR will either schedule the inspection within fourteen (14) days or notify Contractor of unfulfilled requirements. COR will prepare the Certificate of Substantial Completion after the inspection or will notify Contractor of items, either on Contractor's list or additional items identified by COR, that must be completed or corrected before certificate will be issued. COR will also provide a punch list that will form the basis of requirements for Final Completion.

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SUMMARY OF WORK 01 10 00 - 7

18. PROJECT CLOSEOUT: Contractor should request final inspection prior to contract completion date. Before requesting final inspection for determining date of Final Completion, complete the following:

a. Submit a Final Application for Payment.

b. Submit a certified copy of COR’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by the COR. The certified copy of the list must state that each item has been completed or otherwise resolved for acceptance.

c. Submit specific warranties, final certifications and similar documents.

d. Perform final cleanup.

END OF SECTION 01 10 00

JANUARY 2026

ROUGH CARPENTRY 06 10 00 -

SECTION 06 10 00 - ROUGH CARPENTRY

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Wood joists and braces.

2. Wood decking.

1.2 DEFINITIONS

A. Exposed Framing: Framing not concealed by other construction.

B. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension.

C. Lumber grading agencies, and the abbreviations used to reference them, include the following:

1. NeLMA: Northeastern Lumber Manufacturers' Association.

2. NLGA: National Lumber Grades Authority.

3. RIS: Redwood Inspection Service.

4. SPIB: The Southern Pine Inspection Bureau.

5. WCLIB: West Coast Lumber Inspection Bureau.

6. WWPA: Western Wood Products Association.

1.3 SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details.

1. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained.

2. Include data for fire-retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Include physical properties of treated materials based on testing by a qualified independent testing agency.

3. For fire-retardant treatments specified to be High-Temperature (HT) type, include physical properties of treated lumber both before and after exposure to elevated temperatures, based on testing by a qualified independent testing agency according to

ASTM D 5664.

4. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site.

5. Include copies of warranties from chemical treatment manufacturers for each type of treatment.

B. Fastener Patterns: Full-size templates for fasteners in exposed framing.

C. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of Review.

D. Research/Evaluation Reports: For the following, showing compliance with building code in effect for Project:

1. Wood-preservative-treated wood.

2. Engineered wood products.

3. Power-driven fasteners.

1.4 QUALITY ASSURANCE

A. Testing Agency Qualifications: For testing agency providing classification marking for fire-retardant treated material, an inspection agency acceptable to authorities having jurisdiction that periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.

2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece or omit grade stamp and provide certificates of grade compliance issued by grading agency.

3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber.

4. Provide dressed lumber, S4S, unless otherwise indicated.

2.2 WOOD-PRESERVATIVE-TREATED LUMBER

A. Preservative Treatment by Pressure Process: AWPA U1, Use categories as follows:

1. UC4A (Commodity Specification A): Non-critical sawn products in contact with ground and exposed to all weather cycles including continuous or prolonged wetting, and sawn products not in contact with ground but with ground contact-type hazards or that are critical or hard to replace. Include all rough carpentry.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material.

C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.

D. Application: Treat items indicated on Drawings, and the following:

1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.

2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete.

3. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls.

4. Wood framing members that are less than 18 inches above the ground in crawlspaces or unexcavated areas.

5. Wood floor plates that are installed over concrete slabs-on-grade.

2.3 FIRE-RETARDANT-TREATED MATERIALS

A. General: Comply with performance requirements in AWPA C20 (lumber) and AWPA C27 (plywood).

1. Use Exterior type for exterior locations and where indicated.

2. Use Interior Type A, High Temperature (HT) for enclosed roof framing, framing in attic spaces, and where indicated.

3. Use Interior Type A, unless otherwise indicated.

B. Identify fire-retardant-treated wood with appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction.

C. For exposed items indicated to receive a stained or natural finish, use chemical formulations that do not bleed through, contain colorants, or otherwise adversely affect finishes.

D. Application: Treat items indicated on Drawings, and the following:

1. Plywood backing panels.

2.4 MISCELLANEOUS LUMBER

A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following:

1. Blocking

2. Nailers

3. Rooftop equipment bases and support curbs.

4. Furring

5. Grounds

6. Utility shelving

B. For items of dimension lumber size, provide Construction or No. 1 grade lumber with 19 percent maximum moisture content of any species.

C. For exposed boards, provide lumber with 15 percent maximum moisture content and any of the following species and grades:

1. Eastern white pine, Idaho white, lodgepole, ponderosa, or sugar pine; Premium or 2 Common (Sterling) grade; NeLMA, NLGA, WCLIB, or WWPA.

2. Mixed southern pine, No. 1 grade; SPIB.

3. Spruce-pine-fir (south) or spruce-pine-fir, Select Merchantable or No. 1 Common grade;

NeLMA, NLGA, WCLIB, or WWPA.

D. For concealed boards, provide lumber with 19 percent maximum moisture content and any of the following species and grades:

1. Mixed southern pine, No. 1 grade; SPIB.

2. Spruce-pine-fir (south) or spruce-pine-fir, Construction or 2 Common grade; NeLMA, NLGA, WCLIB, or WWPA.

E. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose.

F. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work.

G. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling.

CSV LOC PLATFORM REPAIR

JANUARY 2026

ROUGH CARPENTRY

06 10 00 - 12

2.5 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture.

1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M.

B. Nails, Brads, and Staples: ASTM F 1667.

C. Power-Driven Fasteners: NES NER-272.

D. Wood Screws: ASME B18.6.1.

E. Lag Bolts: ASME B18.2.1.

F. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers.

G. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing and inspecting agency.

1. Material: Carbon-steel components, zinc plated to comply with ASTM B 633, Class Fe/Zn 5.

2. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2.

2.6 FASTENERS

A. General: Fasteners are to be of size and type indicated and comply with requirements specified in this article for material and manufacture. Provide nails or screws, in sufficient length, to penetrate not less than 1-1/2 inches into wood substrate.

1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A153/A153M or ASTM F2329 of Type 304 stainless steel.

2.7 MISCELLANEOUS MATERIALS

A. Water-Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2-propynyl butyl carbamate, combined with an insecticide containing chloropyrifos as its active ingredient.

PART 3 - EXECUTION

JANUARY 2026

06 10 00 - 13

3.1 INSTALLATION, GENERAL

A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted.

Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction.

B. Do not splice structural members between supports unless otherwise indicated.

C. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim.

1. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches o.c.

D. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement.

E. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber.

1. Use inorganic boron for items that are continuously protected from liquid water.

2. Use copper naphthenate for items not continuously protected from liquid water.

F. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. NES NER-272 for power-driven fasteners.

2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.

G. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced, and with adjacent rows staggered.

1. Comply with approved fastener patterns where applicable.

2. Use finishing nails, unless otherwise indicated. Countersink nail heads and fill holes with wood filler.

3.2 PROTECTION

A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment.

Apply borate solution by spraying to comply with EPA-registered label.

B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-

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06 10 00 - 14 registered label.

END OF SECTION 06 10 00

Appendix A Repair Details

Appendix B Site Photos

Replace Deck beams:

Replace deck boards (Typ):

Replace split bracing:

Replace/repair joist splices (Typ):

Repair split joist:

Replace horizontal brace splices:

Install anti-split rings (typ):