J-2 20011949 ENA Spec 012626.pdf

FOR OFFICIAL USE ONLY

Property of the United States Government

Copying, Dissemination or Distribution of These Documents to Unauthorized Personnel is Prohibited

Public availability to be determined under 5 USC 552

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

WESTERN SERVICE AREA

TERMINAL ENGINEERING CENTER

DES MOINES WASHINGTON

PROJECT SPECIFICATIONS

FY25 BUILDING SUSTAIN

REFURBISH ENA FACILITY ENVELOPE INCLUDING ROOF

AND EXTERIOR

KENAI AIRPORT AIR TRAFFIC CONTROL TOWER

(ENA - ATCT)

KENAI, ALASKA

MAY 2025

Property of the United States Government

Copying, Dissemination or Distribution of These Documents to Unauthorized Personnel is Prohibited

THIS PAGE INTENTIONALLY LEFT BLANK

Refurbish ENA ATCT Facility Envelope Kenai, Alaska

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DOCUMENT 000100 - TABLE OF CONTENTS

DIVISION

NUMBER

SECTION NAME

000100 TABLE OF CONTENTS……………………..………………………………...

DIVISION 1 – GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS…………………………………………….

01 10 00 SUMMARY…………………………………………………………………

01 10 12 CONSTRUCTION ADMINISTRATION FORMS…………………………

01 14 00 WORK RESTRICTIONS…………………………………………………….

01 25 00 SUBSTITUTION PROCEDURES…………………………………………

01 26 00 CONTRACT MODIFICATION PROCEDURES……………………………

01 31 00 PROJECT MANAGEMENT & COORDINATION……………………….

01 32 01 PROJECT SCHEDULE………………………………………………………

01 33 00 SUBMITTAL PROCEDURES…………………………………………….

01 35 29 SAFETY, HEALTH, & EMERGENCY RESPONSE PROCEDURES…….

01 35 50 AIR QUALITY……………………………………………………………….

01 40 00 QUALITY REQUIREMENTS………………………………………………

01 42 00 REFERENCES……………………………………………………………….

01 50 00 TEMPORARY FACILITIES & CONTROLS………………………………

01 60 00 PRODUCT REQUIREMENTS……………………………………………...

01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS……………

01 73 00 EXECUTION………………………………………………………………...

01 73 29 CUTTING & PATCHING……………………………………………

01 74 19 CONSTRUCTION WASTE MANAGEMENT & DISPOSAL……………

01 74 23 FINAL CLEANING………………………………………………………

01 77 00 CLOSEOUT PROCEDURES……………………………………………

01 78 39 PROJECT RECORD DOCUMENTS……………………………………

01 91 13 GENERAL COMMISSIONING REQUIREMENTS……………………….

DIVISION 2 – EXISTING CONDITIONS……………………………………………………

02 49 19 SELECTIVE DEMOLITION………………………………

02 82 14 ASBESTOS ABATEMENT…………………………………………………

DIVISION 3 – CONCRETE…………………………………………………………………... NOT USED

DIVISION 4 – MASONRY……………………………………………………………………. NOT USED

DIVISION 5 – METALS……………………………………………………………………….

05 31 00 STEEL DECKING…………………………………………………………

05 50 00 METAL FABRICATIONS ……………………………………………….

05 52 13 PIPE AND TUBE RAILINGS………………………………………………

05 53 13 BAR GRATINGS……………………………………………………………

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES………………………………….

06 10 53 MISCELANEOUS ROUGH CARPENTRY………………………………..

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FOR OFFICIAL USE ONLY

Public availability to be determined under 5 USC 552

06 16 00 SHEATHING………………………………………………………………….

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 01 50.19 PREPARATION FOR REROOFING………………………………………..

07 53 23 EPDM ROOFING………………………………………………………………

07 62 00 SHEET METAL FLASHING AND TRIM………………………………….

07 71 00 ROOF SPECIALTIES…………………………………………………….….

07 72 00 ROOF ACCESSORIES……………………………………………………

07 92 00 JOINT SEALANTS………………………………………………………….

DIVISION 8 – OPENINGS NOT USED

DIVISION 9 – FINISHES

09 90 00 PAINTS AND COATINGS……………………………………………………

09 96 00 HIGH PERFORMANCE COATINGS…………………………………………

DIVISION 10 – SPECIALTIES………………………………………………………………. NOT USED

DIVISION 11 – EQUIPMENT……………………………....................................................... NOT USED

DIVISION 12 – FURNISHINGS……………………………………………………………… NOT USED

DIVISION 13 – SPECIAL CONSTRUCTION………………………………………............. NOT USED

DIVISION 14 – CONVEYING EQUIPMENT ……………………….…………................ NOT USED

DIVISION 21 – FIRE SUPPRESSION……………………………………………………….. NOT USED

DIVISION 22 – PLUMBING…………………………………………………………………..

22 14 23 STORM DRAINAGE PIPING SPECIALTIES……………………………….

DIVISION 23 – HEATING VENTILATION AND AIR CONDITIONING………………. NOT USED

DIVISION 26 – ELECTRICAL

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES………………..

26 05 26 GROUNDING AND BONDING FOR ELECT……………………..

DIVISION 27 – COMMUNICATIONS………………………………………………............ NOT USED

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY……………………………… NOT USED

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DIVISION 31 – EARTHWORK……………………………………………………………… NOT USED

DIVISION 32 – EXTERIOR IMPROVEMENTS……………………………………............ NOT USED

DIVISION 33 - UTILITIES…………………………………………………………………... NOT USED

ATTACHMENT NO. 1 REFERENCE PLANS……………………………………

END OF DOCUMENT 000100

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GENERAL REQUIREMENTS

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SECTION 01 00 00 – GENERAL REQUIREMENTS PART

1 - GENERAL

1.1 DRAWINGS, SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS

A. Drawings showing general outlines and details necessary for a comprehensive understanding of the work form a part of the Contract Documents. The total number and the titles of the drawings constituting the Drawings are given in the index of the Drawings. All work under the Contract must be performed in all respects in compliance with the requirements of the Contract Documents.

B. The Contract Documents provide for a complete work and may have been prepared in divisions of various crafts, trades and other categories of work. The Contractor is responsible for the performance of all work under the Contract regardless of any such divisions and must ensure that all of the work is performed and completed.

C. The FAA will provide the Contractor with one bound copy of the construction drawings and specifications for the Contractor’s use during the execution of the Contract. The Contractor may reproduce these documents for its use during the performance of the work under this Contract.

D. The Contractor must maintain at the Site at all times at least one (1) copy of Drawings, Specifications and all other Contract Documents, together with at least one (1) complete set of approved Shop Drawings and approved samples.

E. The Contractor must make available at the job site one copy of each referenced standard or as directed by the Contracting Officer’s Representative (COR), for the Contractor’s and the FAA’s use during the time that work is covered by the standard.

F. The Contract, Drawings, Specifications, and all referenced standards cited are essential parts of the Contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work.

G. On the drawings, calculated or figured dimensions govern over scaled dimensions.

H. In the event of a conflict between commercially available or industry standard documents and specific requirements in FAA Orders and Notices, the more stringent shall apply.

I. The contractor is responsible to provide a certification to FAA that all materials used on this project are free of lead and asbestos.

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J. The Contractor must not take advantage of any apparent error, omission, discrepancy, or ambiguity on the Drawings or Specifications. If any error, omission, discrepancy, or ambiguity is found by the Contractor in the Drawings or Specifications, the Contractor must refer these to the Contracting Officer (CO) prior to beginning work on affected task(s), for interpretation and decision, and such decision must be final.

K. The CO has the right to correct apparent errors or omissions in the Drawings and Specifications and to make such interpretations as he may deem necessary for the proper fulfillment of the Contract Documents. During the course of the work, should any conflicts, ambiguities, or discrepancies be found that are not addressed or any discrepancies between the Drawings and the Specifications to which the Contractor has failed to call attention before submitting the offer, then the CO will interpret the intent of the Drawings and Specifications and the Contractor hereby agrees to abide by the CO’s interpretation and agrees to carry out the work in accordance with the decision of the CO. In such event the Contractor will be held to have included in the offer the most proper material and/or method of construction in order to fulfill the intent of the Contract Documents.

L. When a material, article, or equipment is designated by a brand name, and more than one brand name is listed, it will be understood that the design is based on one of the brand name listed products. The Contractor will be responsible for all coordination necessary to accommodate the material, article, or equipment actually being provided and per the requirements of Section 01 25 00 without additional cost to the government.

M. The organization of the specification into divisions, sections and articles, and the arrangement of Drawings does not restrict or limit the Contractor in dividing the Work among Subcontractors or in establishing the extent of work to be performed by any trade.

N. Product and Reference Standards:

1. When descriptive catalog designations including manufacturer’s name, product brand name, or model number are referred to in the Contract Documents, such designations are considered as being those found in industry publications of current issue on the date of the first advertisement for offers.

2. When standards of the Federal Government, State Department of Transportation, Standards Organization such as ASTM, AASHTO, AWS, or ANSI, trade societies, or trade associations are referred in the Contract Documents by specific date of issue, these are considered a part of this Contract. When such references do not bear a date of issue, the current published edition on the date of the first advertisement for offers are considered as part of the Contract.

3. Where in the Contract Documents an item is identified by a particular manufacturer’s name, model or other code it must be interpreted to include other manufacturers’ product of like and equal quality whether the words “or equal” are included or not unless specifically stated otherwise.

4. Wherever a particular manufacturer’s product is required, to the exclusion of all others, appropriate language is included in the Contract Documents.

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5. Wherever the terms, “as directed”, “ordered”, “permitted”, “designate”, “as approved”, “approved equal”, “or equal”, “acceptable” and other words of similar meaning which authorize an exercise of judgement are used in the Contract Documents, such judgment is vested only in the CO or designated representative.

6. When a particular manufacturer’s product is used, the Basis of Design and Section 01 25 00 shall be followed and be in conformance.

1.2 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS

A. No deviation from the Drawings, Specifications and other Contract Documents will be permitted without the prior written approval of the CO.

1.3 SUPERVISION AND CONSTRUCTION PROCEDURES

A. At all times during performance of this contract, and until the work is completed and accepted, the Contractor must directly superintend the work or assign and have on the worksite a competent superintendent who is an employee of the Contractor and is satisfactory to the CO and has the authority to act for the Contractor.

B. The Contractor must supervise and direct the Work, using the Contractor's best skill and attention. The Contractor is solely responsible for and has control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work under the Contract including coordination of the duties of all trades, unless the Contract Documents give other specific instructions concerning these matters.

C. The Contractor must control its operations and those of its Subcontractors and Suppliers to assure the least inconvenience to the traveling public. Under all circumstances, safety must be the most important consideration.

D. Contractor must lay out all work well enough in advance to avoid conflicts or interferences with other work in progress so that in case of interference the layout may be altered to suit the conditions, prior to the installation of any work and without additional cost to the FAA. The Contractor must be responsible to coordinate all work and take all action as required to avoid conflicts between trades.

E. Contractor’s use of GFM CAD files

1. General: Computer Aided Design (CAD) files will be provided to Contractor for Contractor's use to avoid conflicts or interferences with other work, subject to the following conditions:

2. While every effort has been made to ensure the accuracy of the information contained in the CAD drawing files, the FAA shall not be responsible for any mistake or inaccuracy that may be contained herein and all such liability and responsibility are expressly disclaimed by the FAA.

a. Contract Drawings and Specifications will govern in the event of a conflict between the CAD files and the plans and/or specifications.

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1.4 CORRESPONDENCE

A. Contract correspondence must be directed to the CO with a copy to the COR.

B. Send submittals directly to the COR with a copy of the transmittal letter to the CO.

1.5 LIST OF SUBCONTRACTORS

A. The Contractor must, within 10 calendar days after award, furnish to the CO with a copy to the COR, a list of subcontractors showing the type of work each will perform.

If all subcontracts have not been awarded when the initial list is submitted, the Contractor must update the list monthly.

1.6 WORK NOT INCLUDED

A. Items noted on the drawings, details, or schedules as “Not in Contract” ("N.I.C.”) are not included in this contract.

B. FAA Furnished Insurance

1. FAA is not maintaining any insurance on behalf of Contractor covering against loss or damage to the Work or to any other property of Contractor. In the event Contractor maintains insurance against physical loss or damage to Contractor’s construction equipment and tools, such insurance must include an insurer's waiver of rights of subrogation in favor of FAA.

1.7 EXISTING WORK

A. The disassembling, disconnecting, cutting, removal, or altering in any way of existing work must be carried on in such a manner as to prevent injury or damage to all portions of existing work, whether they are to remain in place, be re-used in the new work, or be salvaged and stored.

B. All portions of existing work which have been cut, damaged, or altered in any way during construction operations must be repaired or replaced in kind in an approved manner to match existing or adjoining work. All work of this nature must be performed by the Contractor at his expense and must be as directed. Existing work must, at the completion of all operations, be left in a condition as good as existed before the new work started.

1.8 MATERIALS AND EQUIPMENT TO BE SALVAGED

A. Except where specifically specified otherwise herein, or designated on the drawings, all existing materials and equipment which are required to be removed or disconnected to perform the work but are not indicated or specified for use in the new work, becomes the property of the Contractor and must be disposed of properly.

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1.9 PARTIAL OCCUPANCY OR USE

A. The FAA may occupy or use any completed or partially completed portion of the Work at any stage and, if the FAA chooses such partial occupancy, the Contractor and FAA must designate by an agreement the conditions of such partial occupancy. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the FAA and Contractor have accepted in writing the responsibilities assigned to each of them by the COR for payments, retainage if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. Consent of the Contractor to partial occupancy or use by the FAA must not be unreasonably withheld.

1.10 UNCOVERING AND CORRECTION OF WORK

A. Uncovering Work

1. If any portion of the Work is covered contrary to the COR's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the COR be uncovered for his observation and be recovered (if corrections are not required) or be corrected, if applicable, at the Contractor's expense without change in the Contract Time.

B. Correction of Work

1. The Contractor must promptly correct Work rejected by the COR that fails to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor must bear all costs of correcting such rejected Work, including additional testing and inspections and compensation for the COR's services and expenses incurred by the FAA.

2. If, within two years after the date of Substantial Completion of the Work or designated portion thereof, or after the date for commencement of warranties established above, or by terms of an applicable special warranty required by the Contract Documents, any of the work is found to be not in accordance with the requirements of the Contract Documents, the Contractor must correct it promptly after receipt of written notice from the FAA to do so unless the FAA has previously given the Contractor a written acceptance of that specific condition.

This period of two years must be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. This obligation survives acceptance of the Work under the Contract and termination of the Contract. The FAA must give such notice within a reasonable amount of time after discovery of the condition.

3. The Contractor must remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the FAA.

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4. If the Contractor fails to correct nonconforming Work within a reasonable time, the FAA may correct it in accordance with General Provisions. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from the COR, the FAA may correct or remove such nonconforming work and all costs for such corrections or removals must be assessed against the Contractor.

5. The Contractor must bear the cost of correcting destroyed or damaged Work, whether completed or partially completed, of the FAA or separate contractors caused by the Contractor's performing correction or removal of Work which is not in accordance with the requirements of the Contract Documents.

6. Nothing contained herein shall be construed to establish a period of limitation with respect to other obligations that the Contractor might have under the Contract Documents. Establishment of the time period of two years as described above relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability and damages with respect to the Contractor's obligations other than specifically to correct the Work.

1.11 LOCATION OF SERVICES

A. The FAA does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the drawings. Any inaccuracy or omission in such information must not relieve Contractor of its responsibility to protect such existing features from damage or unscheduled interruption of service.

1.12 COOPERATE WITH OTHER ENTITIES

A. Cooperate with the FAA and other public or private utility services, or a utility service of another government agency that may be authorized by the FAA to construct, reconstruct, or maintain such utility services or facilities during the progress of the work. Control operations to prevent the unscheduled interruption of such utility services and facilities.

1.13 NOTICE TO FAA/OPERATORS

A. Prior to commencing the work in the general vicinity of an existing utility service or facility, Contractor must notify each FAA/operator in writing of activities that might affect its interests. If, in Contractor’s opinion, the FAA/operator’s assistance is needed to locate the utility service or facility or the presence of a representative of the FAA/operator is desirable to observe the work, such advice should be included in the notification. Furnish a copy of such written notices to COR.

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1.14 DAMAGE TO SERVICES

A. Should Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, it must immediately notify in writing the FAA/operator, appropriate public safety authorities, and the COR and must take all reasonable measures to prevent further damage or interruption of service. Cooperate with the utility service or facility FAA and the COR continuously until such damage has been repaired and service restored.

1.15 FAILURE TO PROTECT PROPERTY

A. Contractor will not be entitled to any extension of time or compensation on account of Contractor’s failure to protect all facilities, equipment, materials and other property as described herein. All costs in connection with any Improvements or restoration necessary or required by reason of unauthorized obstruction, damage, or use must be borne by Contractor.

1.16 UTILITY CONTRACTOR LICENSING REQUIREMENTS

A. Contractor must comply with all state and local requirements for construction of utilities.

1.17 ASBESTOS AND LEAD-FREE CERTIFICATION

A. FAA policy is to construct all new work at facilities without asbestos or lead containing products. The Contractor must provide a letter on his company’s standard letter head stating that to the best of his knowledge no product or material used on this project contains asbestos or lead. The statement must include the name of the project and the contract number and must be signed by an officer of the company. The statement must be furnished within 10 calendar days of the Substantial Completion date. Submission of this statement is a condition for final payment under the contract.

B. Verification: If the FAA suspects the presence of asbestos or lead, tests will be performed on the material or product at the FAA’s expense. If it is determined that the product or material does contain asbestos or lead, then the Contractor must remove the product or material and replace at his own expense including the expense of the testing and any retesting that may be necessary.

C. Non – Compliance: If the Contractor fails to provide the above statement, then the FAA may have a complete building survey performed by a qualified testing firm and the costs deducted from the Contractor’s final payment.

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1.18 SAFETY DATA SHEETS (SDS):

A. The Contractor must submit to the COR Safety Data Sheets (SDS) for all materials and/or products utilized during the course of the project accomplishment. During the course of the project, both the COR and the Contractor must routinely check products utilized on-site to ensure only products which have had SDS submitted are utilized.

Copies of all SDS must be turned over to the local FAA office for their records.

1.19 INITIAL SUBMITTALS

A. The following submittals are required to have FAA approval prior to Notice to Proceed.

1. Section 01 00 00 List of Subcontractors, Certificate of Insurance

2. Section 01 32 01 Construction Schedule

3. Section 01 40 00 Contractor Quality Control

4. Section 01 52 16 Safety Plans

1.20 KNOWLEDGE SHARING NETWORK (KSN) SITE

A. The FAA maintains a joint use internet site for the purpose of electronic communication with the Contractor. It is a requirement to use this KSN site for submittals, RFI’s and other communications with the government. The government will provide access and required passwords to allow access to this site.

1.21 MORATORIUMS

A. FAA Holiday Moratorium. No work shall be scheduled or take place during the week of and the weekend preceding and following: Thanksgiving, Christmas, New Years and other holidays. Only emergency work to restore critical services to the Facility will be considered and a moratorium waiver must be submitted and approved by the FAA at least one month in advance. The moratorium period will not be counted against the contract construction duration of the project. Verify exact dates with COR.

B. The FAA may postpone or cancel construction operations at its sole discretion to prevent service risks affecting air traffic. Air Traffic may rescind any approvals previously issued on construction activities based on current conditions or other service interruptions.

1.22 FIRE PROTECTION SERVICE INTERRUPTIONS

A. Fire protection systems serving the facility shall remain operational at all times except for minor periods of service interruption as approved by the FAA.

B. Impairments to fire protection systems shall follow the procedures and limitations outlined in Chapter 10 of NFPA 72 and Chapter 15 of NFPA 25. Contractor will provide personnel on site during all hours in which the fire alarm system is impaired.

Extended impairments will require mitigation plans submitted to and approved by the FAA FLS specialist. Fire watch, where necessary, will be provided at the Contractor’s expense.

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C. Work shall be phased in a manner such that automatic detection and notification will not be impaired while the ATCT is occupied without mitigation plans. Contractor may provide temporary circuits or devices as necessary to maintain system service continuity. Contractor may provide mitigation measures approved by the FAA FLS specialist where service interruption is necessary.

PART 2 - PRODUCTS (Not Used)

2.1 MANUFACTURERS

A. The technical specifications that follow identify product criteria for fabrication or manufacturing, installation, and performance among other criteria. In some technical specification sections, a single source or manufacturer may be identified, however this is not meant to limit or prohibit similar products from other source or manufacturers that comply with the fabrication, manufacturing, performance, installation, or technical aspects of specifications that are accepted by the FAA/COR as being an equal to the identified manufacturer.

PART 3 - EXECUTION (Not Used) END

OF SECTION 01 00 00

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SECTION 01 10 00 - SUMMARY OF WORK

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Use of premises.

3. FAA's occupancy requirements

4. Work restrictions.

5. Coordination with other contract work.

B. All durations listed in the Specifications are calendar days, unless noted otherwise.

C. These specifications, together with the referenced specifications, standards, and drawings, see Appendix 1, specified in the Contract Documents, cover the requirements for all work associated with the ENA ATCT Base Building.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project identification: 20011949

1. Project Location: 305 N Willow St, Kenai, AK 99611

B. FAA Engineering Services

1. FAA’s Representative:

a. Razak A., Project Engineer, 2200 S 216th St, Des Moines, WA 98198

b. Eyung Gov, Engineering Manager, 2200 S 216th St, Des Moines, WA 98198

C. Contracting Officer’s Representative (COR): TBD

D. Contracting Officer (CO): Erin Crabtree, 10101 Hillwood Pkwy Fort Worth, TX 76117

1.3 SCOPE OF WORK FOR ENA ATCT

A. This document defines the requirements for:

1 the replacement of approximately 400 Sq. Ft. of the elastomeric roofing membrane (EPDM) roofing.

Replace the roof with Carlisle FleeceBACK EPDM (Black) 90 mil minimum or equivalent for protection and wind uplift and fully warranted by the manufacturer for twenty-five (25) years and five (5) years installer warranty.

Provide the manufacture’s recommended attachment, mechanically or chemically.

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Remove and replace the EPDM as provided by the manufacturer, including but not limited to; metal terminations, slip sheet, existing insulation. Replace insulation with required R-value for Kenai, AK while achieving a minimum slope of ¼” per foot toward the roof top drains.

A. Remove the coping caps and inspect the parapet interior void for any damage, moisture, mold, etc., and remediate, repair, and replace as necessary.

B. Remove and replace any and all vapor barrier material, insulation, pitch pans, scuppers, drains (new collars, strainers, & covers), curbs and flashing, penetration flashing, protection board, and parapet wall membrane, curb coping, flashing, water blocks, and caulking.

C. The work described herein will be delivered in accordance with the current FAA standards, meet the minimum uplift requirements per the Reference Standards as a minimum; ASCE 7, International Building Code (IBC), FM 1-90, and ASTM D7877 testing. If there are any conflicts between applicable codes, the most stringent must apply. Any drawings and documentation provided by the FAA regarding the current system are for reference only and must be field verified by the Contractor.

D. Remediate and replace as necessary those items beneath the elastomeric sheet roofing, i.e., rigid insulation, vapor barrier, wood blocking inside the parapet walls, insulated concrete.

E. Maintain integrity and functionality of the existing electrical lightning protection system overlaying existing roof.

F. Replace all adhesive and mechanical mounting cable clamps of the lightning protection system located on the ATCT roof and parapet walls.

Replace and repair if required all mechanical lightning protection system roof clips, mechanical connections and fasteners such as those on the ends of bonding jumpers connected to exterior metallic louvers and vents.

G. All required vapor barrier material, insulation, pitch pans, crickets, scuppers, drains (new collars, strainers, & covers), curbs and flashing, penetration flashing, protection board, parapet wall membrane, curb coping, and cap flashing shall be provided. New walkway pads shall be installed for access to the RTU units.

H. Walkway Pads: Factory-formed, nonporous, heavy-duty, slip-resisting, surface-textured walkway pads or rolls, approximately 3/16 inch thick and acceptable to membrane roofing system manufacturer.

I. Remove / replace or repair roof hatch based on inspection.

2 Painting scope of work includes (not limited to) using marine grade paint matching existing facility colors to paint the following:

A. Entire tower building exterior panels, roof guardrail, exterior ladder and steel safety cage.

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B. Catwalk guardrail and grating, external doors, windows/louvers and frames.

C. Base building siding, inclined metal roof, external doors, windows and frames.

D. Remove existing caulking/joints sealant, use marine grade sealant and replace backer rod if needed.

E. Rusted panel, guard rail and/or catwalk part to be inspected in present of re and repaired before painting.

F. Scope of work includes inspection of tower and base bldg exteriors for mold and mildew before painting/joint reseal.

G. The awnings and roof hatch door are to be inspected for rust, cleaned and repainted.

2.2 WORK RESTRICTIONS

A. All work must be coordinated in order to maintain an operational facility.

The total contract duration for completion of all work shall be Ninety (90) calendar days, excluding inclement weather and holiday moratorium dates.

B. Perspective bidders are required to perform a site visit to assess the actual roof conditions before submitting a bid.

C. The Contractor will confirm if the existing roof contains asbestos material and will act accordingly.

2.3 FAA OCCUPANCY

A. The FAA's ENA ATCT operating hours are 6 AM to 10 PM daily.

Use of Site: Limit use of premises to areas within the Contract limits indicated.

Do not disturb portions of Project site beyond areas in which the Work is indicated. Confine constructions operations to the areas required for the scope of work indicated in the Drawings. Keep driveways and entrances serving the site clear and available to FAA, FAA's employees and emergency vehicles at all times. Do not park equipment or storage of materials outside of the lay- down yard shown on the Drawings. Contractor shall schedule deliveries of materials to minimize the use of driveways and entrances. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

A. Protection of Existing Buildings: Maintain the ATCT Building in a weather-tight condition throughout the Work.

2.4 COORDINATION WITH WORK UNDER OTHER CONTRACTS

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A. General: Concurrent separate work, not related to this Work, may occur in the ATCT during this Work. The FAA RE/COR will conduct a Coordination Meeting prior to start of other work. In accordance with agreements and resolutions at the Coordination Meeting, cooperate and coordinate with work performance by others.

2.5 WORK RESTRICTIONS

A. Work Hours: The hours of on-site work shall be as approved by the FAA RE/COR.

B. Weekends and Federal Holidays: Work during weekends and during the Federal holidays shall be only if approved, at the FAA's option, by the

FAA RE/COR.

C. No work will be conducted during the Moratorium periods.

D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by FAA or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify FAA RE/COR not less than seven days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without FAA RE/COR's written permission.

E. Smoking on the Premises: Smoking anywhere within the ATCT and Base Building shall be permitted only if and where designated by the COR. In no case shall smoking occur within the ATCT or Base Building, or within 25 feet of their entrances, operable windows, or outdoor air intakes.

F. Work on the ATCT Base Building roof must not disturb the air traffic controllers.

2.6 CONTRACTOR SUPERINTENDENT

A. The Contractor shall at all times during performance of this Contract and until the Work is completed and accepted, directly superintend the work and have on the project site at all times of work a competent superintendent with the authority to act for the Contractor.

2.7 EXISTING FACILITY DESCRIPTION

A. Facility Operation: The facility is owned, operated and maintained by the FAA.

B. The ENA ATCT Building is located on 305 N Willow St, Kenai, AK 99611.

END OF SECTION 01 10 00

SECTION 01 10 12 - CONSTRUCTION ADMINISTRATION FORMS

PART 1 - GENERAL

1.1 Construction Administration Forms

A. INDEX OF CONSTRUCTION ADMINISTRATION FORMS:

1. Notice of Proposed Construction Alteration

2. RFI Standard Form

3. Approval or Disapproval of Contractor's Materials or Shop Drawings

4. Resident Engineer Environmental and Occupational Safety and Health Checklist

5. FAA Life Safety System Inspection and Test Report

6. FAA Fire Alarm System Certificate of Completion

7. Certificate of Substantial Completion (CoSC)

8. Substantial Completion Acceptance (SCA)

9. Partial Occupancy/Use Agreement (POUA)

10. Job Memorandum (JM)

11. Hot Work Permit

12. Pre-Construction and Maintenance Project Safety and Health Checklist (FAA

3900-18)

13. Lock Out/Tag Out Procedure (See Division 26)

B. SEE DIVISION 2 FOR ADDITIONAL FORMS ASSOCIATED WITH REMOVAL

AND DISPOSAL OF HAZMAT

1. Contractor shall submit a copy of Airspace Form 7460.1 to COR

2. Contractor shall be responsible to follow up with airport division within 2 weeks of submission to verify receipt and ensure timely processing of the form.

PART 2 - PRODUCTS (Not used)

PART 3 - EXECUTION

3.1 GENERAL

A. During the administration of the Contract, the Contractor will be required to complete various construction administration forms as a part of the Management System. These forms are identified above and will be issued at the Pre-Construction Conference.

These forms may be revised during the construction period and the Contractor will be required to comply with any such revisions.

END OF SECTION 01 10 12

CONSTRUCTION ADMINISTRATION FORMS 011012 - 1

Failure To Provide All Requested Information May Delay Processing of Your Notice

Notice of Proposed Construction or Alteration

FOR FAA USE ONLY

U.S. Department of Transportation Federal Aviation Administration

Aeronautical Study Number

1. Sponsor (person, company, etc. proposing this action) :

Attn. of:

Name:

Address:

City: State: Zip:

Telephone: Fax:

2. Sponsor's Representative (if other than #1) :

Attn. of:

Name:

Address:

City: State: Zip:

Telephone: Fax:

3. Notice of: New Construction Alteration Existing

4. Duration: Permanent Temporary ( months, days)

5. Work Schedule: Beginning End

6. Type: Antenna Tower Crane Building Power Line Landfill Water Tank Other

7. Marking/Painting and/or Lighting Preferred:

Red Lights and Paint Dual - Red and Medium Intensity White White - Medium Intensity Dual - Red and High Intensity White White - High Intensity Other

8. FCC Antenna Structure Registration Number (if applicable):

9. Latitude: ° ' . "

10. Longitude: ° ' . "

11. Datum: NAD 83 NAD 27 Other

12. Nearest: City: State:

13. Nearest Public-use (not private-use) or Military Airport or Heliport:

14. Distance from #13. to Structure:

15. Direction from #13. to Structure:

16. Site Elevation (AMSL): ft.

17. Total Structure Height (AGL): ft.

18. Overall height (#16. + #17.) (AMSL): ft.

19. Previous FAA Aeronautical Study Number (if applicable):

- OE

20. Description of Location: (Attach a USGS 7.5 minute Quadrangle Map with the precise site marked and any certified survey.)

21. Complete Description of Proposal: Frequency/Power (kW)

Notice is required by 14 Code of Federal Regulations, part 77 pursuant to 49 U.S.C., Section 44718. Persons who knowingly and willingly violate the notice requirements of part 77 are subject to a civil penalty of $1,000 per day until the notice is received, pursuant to 49 U.S.C., section 46301 (a).

I hereby certify that all of the above statements made by me are true, complete, and correct to the best of my knowledge. In addition, I agree to mark and/or light the structure in accordance with established marking and lighting standards as necessary.

Date Typed or Printed name and Title of Person Filing Notice Signature

Please Type or Print on This Form Form Approved OMB No. 2120-0001 FAA Form 7460-1 (2-99) Supercedes Previous Edition NSN: 0052-00- 012-0008

From: Project: To:

Contractor Contractor address

Phone:

Fax:

Contact:

JOB TITLE

Job Location

Contract:

Fax:

RE:

Drawing or Spec:

Attachments? No

Date Started:

Date Required:

Date Completed:

Priority: Normal Potential Cost Impact? Yes No Potential Schedule Impact? Yes No If yes to either, explain below.

Question (Include Potential Impacts):

Response:

By: , FAA

Date:

Federal Aviation Administration

Request For Information No. 000

Title:

APPROVAL OR DISAPPROVAL OF CONTRACTOR’S

MATERIALS OR SHOP DRAWINGS

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

A.

1. TO:

Contractor

2. DATE CONTRACTOR’S SUBMITTAL RECEIVED: 3. DATE SUBMITTAL RETURNED:

Address 4. GOV’T TRANS. NO. 5. CONTRACTOR’S TRANS. NO.

6. PROJECT NAME

ATTN:

Tel: Fax:

7. CONTRACT NUMBER

8. TRANSMITTAL REFERENCE TO CONTRACT DRAWINGS and/or SHOP DRAWINGS

9. TRANSMITTAL REFERENCE TO CONTRACT DRAWINGS AND PARAGRAPH NUMBER and/or CHANGE ORDER NUMBER

10. FACTS:

Gentlemen: We are returning herewith the following Submittal Data:

A. B. C. D. E. APPROVAL F.

ITEM

NO.

NO.

COPIES

NAME OF SUPPLIER

TYPE OF MATERIAL OR EQUIPMENT AS

SUBMITTED

AS

NOTED*

NOT

APPROVED

REVISE

AND

RESUBMIT

G. REMARKS

H. STIPULATIONS

*Data marked “Approved as Noted” is satisfactory, contingent upon contractor acceptance of corrections and/or notations, and if accepted does not require re-submittal.

†Data marked “Not Approved” does not meet job requirements, and contractor must re-submit on proper basis.

Approval of Data does not obviate Contractor Responsibility for correct take-off or installation clearance.

Carbon Copies Transmitted To: Sincerely, Resident Engineer

FAA Form 3900-19 (03/13) Electronic Version (PDF) Page 1 of 12

This checklist is intended to be used as a tool by the resident engineer (RE) and other personnel overseeing construction to ensure adherence to Environmental and Occupational Safety and Health (EOSH) requirements at a project site. . It must be noted that contractors are responsible for ensuring the safety of their employees. The checklist may be used by the RE as a tool to support their oversight role at the construction site. The checklist may be completed at the beginning of the project and reviewed and updated as the project proceeds.

This checklist relies on the training and professional judgment of the user. EOSH personnel should be consulted as needed.

The purpose of this section is to provide a brief description of the construction project and/or specific maintenance tasks, and identify key personnel responsible for project completion. Fill in the requested site-specific information. Indicate if this work will occur in or adjacent to an occupied space. Note:

Provide further explanation of activities on additional sheets if necessary.

The following questions cover the most common EOSH related areas that may be encountered. This list is not inclusive. Consult with your designated EOSH professionals for additional guidance and assistance.

Construction Safety Subject Area Yes No/NA Comment

GENERAL

The project has the budget, work force, and schedule to develop an Accident Prevention Plan.

The accident prevention plan must include procedures for;

Preventing Accidents, Educating Employees and Conducting Accident Investigation.

29 CFR 1926 Subpart C

The construction site will be inspected before, during and after each shift for obvious hazards.

OSHA has the right to enter the work site to conduct an inspection at any time. Conducting routine inspections, correcting potential violations, and maintaining good general housekeeping can minimize possible findings.

29 CFR 1903.3, 29 CFR 1926.3(a), 29 CFR 1926.25

A bulletin board will be posted with all required OSHA Notifications, safety literature, copies of accident reports and OSHA 300 Form.

Each employer is required to establish a location for posting of information, including: copies of the OSHA standards, specific safety standards, accident reports, and State specific safety postings.

29 CFR 1903.2(a)(1) and (2)

Concrete and/or masonry construction will take place as part of the project

If yes, complete Concrete and Masonry section below.

29 CFR 1926.700(a)

Structural Steel erection will take place as part of this project.

If yes, complete Steel Erection section below.

29 CFR 1926.750(a), (b) and (c)

The project will require welding, cutting, and/or brazing. If yes, complete Welding, Cutting, and Brazing section below.

29 CFR 1926.350, 1926.351 and 1926.352

This project will involve structural demolition. If yes, complete Demolition section below.

Section A. Purpose

Section B. Project Summary Information

Project Name and Description:

Project Location:

Facility:

Planned Start Date:

Expected Completion Date:

Contractor Contact: Name:

Project/Design Representative:Name:

COTR/Specialist: Name:

EOSH Contact: Name:

Facility Representative: Name:

Phone:

Phone:

Phone:

Phone:

Section C. Construction Safety Subject Areas

FAA Form 3900-19 (03/13) Electronic Version (PDF) Page 2 of 12

CONCRETE and MASONRY

Formwork and shoring must be adequate to support all intended loads during concrete placement.

29 CFR 1926.703(a)(1)

All protruding reinforcing steel will be guarded to eliminate impalement hazards.

29 CFR 1926.701(b)

All forms and shoring shall remain in place until a competent person determines that the concrete can support its weight and the weight of any superimposed loads.

29 CFR 1926.701(a)

Shoring equipment must be inspected immediately prior to, during and immediately after concrete placement.

29 CFR 1926.703(b)(3)

Work conducted over 4 feet above the next lower level shall comply with fall protection requirements.

See Climbing/Walking and Work Surfaces.

Pre-cast wall units, structural framing, and tilt-up wall panels shall be supported to prevent overturning and collapse until permanent connections are made.

29 CFR 1926.704(a)

A limited access zone will be established during masonry wall construction.

29 CFR 1926.701(c)

All masonry walls over eight feet in height shall be braced or supported to prevent collapse.

29 CFR 1926.706(b)

STRUCTURAL STEEL ERECTION

The project has the schedule, budget and manpower needed to ensure the concrete attains 75% of its compressive strength.

Prior to beginning steel erection the prime/controlling contractor must provide written notice to the steel erection firm that the concrete has attained at least 75% of its compressive strength.

29 CFR 1926.751(a)

The project will require development of a site-specific traffic plan and site-specific erection plan.

Qualified person (also defined in § 1926.32) means one who, by possession of a recognized degree, certificate, or professional standing, or who by extensive knowledge, training, and experience, has successfully demonstrated the ability to solve or resolve problems relating to the subject matter, the work, or the project.

The controlling contractor is responsible for traffic control on the site to allow ease of steel delivery and movement of derricks, cranes, etc. Further, to ensure employee safety a site specific erection plan is required to be developed by a “qualified person.”

29 CFR 1926.752(c)(1) and (d)

The project requires inspections of all cranes, derricks, etc. by a qualified person before beginning each shift and of all rigging by a qualified rigger.

The contractor should supply or be able to supply their shift inspection form for equipment being used on the site. 29 CFR 1926.753(c)(1) and (2)

The crane or derrick operators training certificate is on site and copies of the certificates are maintained in the project file.

American National Standards Institute (ANSI) B30.2 through B30.22.

The crane operation is performed by a qualified or certified operator, with appropriate clearance from power lines and appropriate work area control.

OSHA Crane standard was recently revised extensively to cover crane operations, including certifications, operation, and training requirements.

29 CFR 1926.1400

The project requires all decking or roofing holes where an employee could fall 15 feet or more be guarded with railings, netting, perimeter safety wire, etc.

Any openings in decking or roofing are required to be closed unless structurally impossible. In the case were the whole cannot be decked or roofed over, fall protection must be installed, or the opening must be guarded.

29 CFR 1926.760(a)(1)

Protection from overhead falling objects will be required.

29 CFR 1926.759(b)

Fall protection training and equipment will be provided for all employees working over 6 feet above the next lower deck and Controlled Decking Zone (CDZ) training for all personnel required to work on a CDZ.

29 CFR 1926.760(a) and (c), 1926.761(b) and (c)(3)

A safety railing of at least a 1/2 inch wire rope or equivalent is installed approximately 42 inches around the periphery of all temporary planked or temporary metal decked floors of tiered buildings and other multi-floored structures during structural steel assembly.

29 CFR 1926.750(b)(1)(iii)

FAA Form 3900-19 (03/13) Electronic Version (PDF) Page 3 of 12

DEMOLITION

Demolition with Hazardous Materials (HazMat) A hazardous material assessment will be conducted to identify any asbestos, lead paint, transformers, light ballasts, etc., prior to initiation of demolition.

29 CFR 1926.850(e)

Asbestos will be abated prior to demolition of the structure.

29 CFR 1926.850(e) See ASBESTOS

All transformers and light ballasts will be removed from the structure prior to demolition.

29 CFR 1926.850(e), See POLYCHLORINATED BIPHENYLS for disposal options.

All hazardous materials and/or hazardous waste will be removed from the structure prior to demolition.

29 CFR 1926.850(e), See HAZARDOUS MATERIAL MANAGEMENT AND HAZARDOUS WASTE, as applicable.

Lead based paint will be abated and/or the ground surface will be protected from paint chips.

Demolition without HazMat or After Abatement An engineering survey of the structure, assessing the potential for unplanned collapse shall be provided in writing.

Prior to beginning demolition an engineering survey assessing the potential for structural collapse must be provided in writing to the demolition contractor.

29 CFR 1926.850(a)

Continuous inspections should be made by a competent person as demolition work progresses to detect hazards from weakened or deteriorated floors or walls or loosened materials.

29 CFR 1926.859(g)

All utilities will be removed and capped prior to beginning demolition.

Gas, electrical, water and sewer lines must be disconnected and capped to prevent fire, electrocution or other hazard to the employee. 29 CFR 1926.850(c)

The area around the structure shall be protected from fragmenting glass and or falling building debris.

Employees and, where applicable, the public shall be protected from hazards posed by fragmenting and falling glass and or building materials.29 CFR 1926.850(f)

A covered and protected walkway will be provided for any multi-story demolition.

29 CFR 1926.850(k)

Holes in flooring shall be repaired unless being used to chute materials out of the structure.

Holes in flooring must be guarded or repaired to protect workers from falling hazards, unless the hole is being used as part of a disposal chute for removing materials from the structure. All disposal chute openings must be protected by a guardrail at least 42 inches high.

29 CFR 1926.851, 852 and 853

Areas below openings where debris/materials are dropped through holes in floor, without the use of a chute, should be completely enclosed with barricades at least 42 inches high and at least six feet back from the projected edge of the opening above.

29 CFR 1926.850(h) and 1926.502(b)

Floor openings not used as debris/material drops should be equipped…