031721 C90-396 Auroura (ARR) ATCT Renovation Project SOW.pdf

Central Service Area

Statement of Work FAA-C90-396

Air Traffic Control Tower Renovation Project

Aurora Municipal Airport

Federal Aviation Administration Air Traffic Control Tower

Veterans Memorial Parkway

43W636 US 30

Sugar Grove, IL 60554

Prepared By:

Federal Aviation Administration Chicago District Technical Support Center

AJW-C22D

Elgin, Illinois

22 February, 2021

I

FAA‐C90‐396

Table of Contents

Section Section Title Dated l Table of Contents 02/22/2021

III Aurora ATCT Vicinity/Location Map 02/22/2021

IV‐XI Aurora ATCT Renovation Site Pictures 02/22/2021

Specification Section Title Dated

00 11 00

Scope of Work / General Requirements

09 91 00

Painting

22 44 00

Plumbing

, Section 13‐5

Department of transportation, Federal aviation administration, Great Lakes Region Specification FAA‐GL‐ 918C for the Construction of Terminal Facilities

25 April, 2013

Appendix I

Equipment/Finish/Submittal Schedule

Appendix II

Federal Aviation Administration Supplemental SOW for the Removal of Asbestos Containing Floor Tile and Mastic

II

Drawing Number Title Dated

Project Drawings

C90‐396‐G001

Site Plan

Aurora ATCT Sugar Grove, IL

C90‐396‐A001 Aurora ATCT Renovation Layout Plan

Third and Fourth Floors

C90‐396‐A002

First and Fourth Floors

C90‐396‐A003

Cab Level

Reference Drawings

GL‐D‐151

Site Plan

Modular ATCT Aurora, IL

11/24/1976

GL‐D‐1321‐E01

Tower Electrical Floor Plans ATCT Renovation Project

06/30/1999

GL‐D‐1321‐E02

Cab Electrical Floor Plan ATCT Renovation Project

06/30/1999

III

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IV

Aurora (ARR) ATCT Site Pictures

New concrete patio location.

Room 101 equipment Room exterior door to be replaced.

V

Room 101 3quipment Room wall mounted HVAC unit data plate.

Room 101 equipment room HVAC unit.

VI

Stairway to be repainted.

Stairway to be repainted.

VII

Stair treads to be resurfaced with non‐slip treads.

Room 101 equipment room sink to be removed.

VIII

Room 101 equipment room floor tile to be removed and replaced with epoxy floor covering.

Room 202 kitchen.

IX

Room 201 break room.

Room 201 lockers.

X

Room 301 office.

Room 403 Restroom.

XI

Room 402 panel B‐1 for new cab ceiling fan.

Cab ceiling – attic stairs shown.

SECTION 01 00 10 – GENERAL REQUIREMENTS

1.01 SUMMARY OF WORK.

The Contractor shall furnish all labor, material, equipment, etc. to complete the interior and exterior renovation of the Aurora Municipal Airport Air Traffic Control Tower (ATCT) located in Sugar Grove, Illinois. This work includes the following principle work items:

Exterior Work

A. Removal and disposal of an existing 10’x10’ concrete pad.

B. Construction of a new 15’x15’, 12” thick reinforced slab‐on‐grade concrete pad, including all related excavation, backfill, and concrete placement.

Building Interior

C. Interior Painting.

1. Painting of all office and ATCT cab doors (both sides).

2. Metal stairway painting.

(a) All stairway handrails, steps, step stringers, and landings from the ground level to cab level.

(b) Furnish and install anti‐slip stair tread and nosing on stairs in accordance with the manufacturer’s instructions.

Ground Level Equipment Room (Room 101)

D. Removal and disposal of the existing sink, including the removal and capping of unused pipes.

E. Removal of approximately 150 square feet of asbestos containing floor tile and mastic using the heat method in accordance with Appendix I of this statement of work.

F. Replacement of the existing equipment room steel exterior door and hardware.

G. Furnish and install approximately 200 LF of 4” vinyl base in the new equipment room.

H. Replacement of the existing equipment room wall mounted package HVAC unit (1 ton cooling/electric heat, 240 V). This work includes all related mechanical and electrical work required for a complete installation.

I. Furnish and install a new self‐contained eyewash station per the COR.

Second Floor Kitchen (Room 202)

J. Reconfigure the existing kitchen space to provide for a new full size residential refrigerator and under‐counter microwave as follows:

1. The Contractor shall assist the COR and site personnel with the layout of the new countertop and cabinets to accommodate the above appliances and larger stainless steel sink. Once the layout is approved, the Contractor shall complete all required construction, including the installation of a new countertop with laminate surface, suspended ceiling (grid and tile), sink, faucet, garbage disposal, water filter system, and new cabinets.

2. Removal and disposal of the existing kitchen surfaces, cabinets, suspended ceiling, and equipment.

3. All related carpentry and plumbing work required for a complete installation.

4. Installation of the new contractor furnished refrigerator and under‐counter microwave.

Second Floor Break Room (Room 201)

K. Removal and disposal of approximately 150 SF of 2’x2’ carpet tiles.

L. Removal and disposal of approximately 50 LF of vinyl cove base. 2’x2’ carpet tiles.

M. Removal and disposal of the existing suspended ceiling

N. Installation of a new 2’x2’ carpet tiles and vinyl base.

22 February, 2021

O. Installation of a new suspended ceiling system (grid and tiles)

P. Painting of all interior walls.

Q. Moving of furniture and cabinets required to accomplish this work.

R. Reconfiguration of the alcove containing the storage lockers as follows:

1. Removal and disposal of the existing metal lockers.

2. Removal of the existing shelf along the stairwell wall.

3. Furnish and install 3 – 1 wide x 5 tier 12” wide, 15” deep lockable metal lockers along the stairwell wall.

4. All related carpentry and finish work required for a complete installation.

S. Replacement of the existing 2x4 fluorescent light fixtures with new lamp housings, lens, dimmable ballasts and new dimmer wall switch.

Third Floor Office (Room 301)

T. Removal and disposal of approximately 150 SF of 2’x2’ carpet les.

U. Removal and disposal of approximately 50 LF of vinyl cove base. 2’x2’ carpet tiles.

V. Removal and disposal of the existing suspended ceiling

W. Installation of a new 2’x2’ carpet tiles and vinyl base.

X. Installation of a new suspended ceiling system (grid and tiles).

Y. Painting of all interior walls.

Z. Moving of furniture and cabinets required to accomplish this work.

22 February, 2021

AA. Replacement of the existing 2x4 fluorescent light fixtures with new lamp housings, lens, ballasts and wall switch.

Fourth Floor Restroom (Room 403)

BB. Removal and disposal of the existing cabinets, washroom accessories, and plumbing fixtures.

CC. Installation of new plumbing fixtures and accessories listed in Appendix II of this statement of work.

DD. Installation of new vertical stacked wood cabinets.

EE. All related plumbing work required for a complete installation.

Cab Level

FF. Installation of a new 56” span UL rated commercial ceiling fan and wall controller including the following:

GG. Installation of the new fan and controller in accordance with the manufacturer’s instructions.

1. All required electrical work for a dedicated 120V, 20A circuit for the new ceiling fan from Panel B‐1 located in the 4th floor equipment room as indicated on the drawings.

2. All required bracing above the cable suspended to support the new fan in accordance with the manufacturer’s instructions.

3. All related electrical work required for a complete installation.

HH. Approximately 300 SF of touch painting of the writing surfaces and cabinets.

22 February, 2021

II. The Contractor shall construct and install an enclosed aluminum frame and glass covered walkway from the ATCT entrance to the curb, approximately 40’ long, 10’ wide. This work consists of the following:

1. Consulting with the site personnel, COR, and walkway provider on design of the walkway.

2. Submission of preliminary design drawings of the enclosed walkway for approval by the Government.

3. Submission of final drawings of the enclosed walkway sealed by a State of Illinois licensed structural engineer for approval.

4. Submission of related submittals for finishes for approval by the

Government.

5. Turn‐key construction of the approved walkway design accordance with the manufacturer’s instructions including all related civil work for a complete

6. Reference Appendix II of this statement of work for a known acceptable source and general design guidelines of this walkway for bidding purposes.

1.02 QUALITY ASSURANCE.

A. The Contractor shall verify all existing site conditions and room measurements for obtaining quantities of materials required and scope of each work line item.

B. The Contractor shall apply all floor and surface finishes in accordance with the manufacturer’s instructions including cleaning of surfaces.

C. The Contractor shall furnish all labor, materials, equipment, transportation, moving and other services necessary to accomplish all elements of the project as described in this statement of work and drawings.

D. Construction and installation shall include all miscellaneous and incidental work necessary for complete and operational equipment, system, or construction whether or not such work is specifically shown or specified.

22 February, 2021

E. The Contractor shall verify that the products submitted for approval are compatible with the work regarding installation as stated in this statement of work.

F. The Contractor shall have had experience with similar installations of comparable size and complexity as regards to coordinating, installation work, and job supervision.

Evidence shall be submitted upon request of the Contracting officer.

G. The Contractor shall comply with all Local, State, and Federal laws, rules and regulations governing the work including the National Electrical Code, Uniform Building Code, and Fire Life Safety codes. The Contractor is responsible to ensure that copies of specified codes and standards are readily available to their personnel.

H. The Contractor is responsible to ensure that their personnel are familiar with workmanship and installation requirements of specified codes, regulatory requirements, consensus standards, and DOT/FAA referenced directives.

1.03 SUBMITTALS.

A. Schedule of Required Submittals Reference (Appendix II).

1. Reference the attached finish, accessory, and plumbing schedules for submittal requirements and notes.

2. All applicable submittals shall include a statement stating they do not contain any (0%) asbestos containing materials.

3. All applicable submittals for paints, sealants, and adhesives include a statement stating they contain Zero‐VOC materials.

4. Submittal and Brand Name Usage. Product brand names referenced in this statement of work are "known acceptable sources”. The product submitted for approval shall be identical or equal to the brand name product or known acceptable source in meeting the salient characteristics, but it need not exceed the actual minimum requirements.

5. Submit copies of Material Data Safety Sheets for all adhesives, sealants, grout, etc. used in this project.

1.04 REGULATORY REQUIREMENTS.

A. All work shall be accomplished in accordance with all local, state, and federal codes including but not limited to applicable sections of the Uniform Building Code (UBC), Occupational Safety and Health Association (OSHA), American Disabilities Act (ADA), Environmental Protection Association (EPA), National Electrical Code (NEC), and applicable Life‐Safety codes.

B. OSHA reserves the right to inspect the Contractor's work area without advance notice.

C. When the Contractor observes that contract documents are at variance with the above referenced codes notify the COR immediately.

1.05 WORK HOURS/PHASING.

A. All work shall take place during an 8 hour shift Monday through Thursday between the hours of 7:00 PM and 4:00 PM, weekends and national holidays excluded.

B. The following work shall take place between the hours of 10:00 PM and 5:00 AM

Monday through Thursday, weekends and national holidays excluded.

1. Painting of the stair hand rails and stringers and landings, including the application of the new slip stair treads.

2. Removal of the asbestos floor tile and mastic in the ground level equipment room including the application of the new epoxy non‐ skid stair tread material.

3. Installation of the ceiling fan in the ATCT cab.

4. Special Construction Phasing. Painting of the stairway. The Contractor shall paint the stairway handrails, and landings. This shall be done by completing all work on half of stairway from the ground level to the cab level and followed by the remaining stairway half from the ground level to the cab level.

22 February, 2021

1.06 DEMOLITION.

A. All materials shall be removed such that it would not affect or damage any existing equipment or structure. All waste material shall be hauled and be placed in a dumpster provided by the Contractor.

1.07 GOVERNMENT‐FURNISHED EQUIPMENT. (Reserved).

1.08 CONTRACTOR‐FURNISHED MATERIAL.

A. The Contractor shall furnish all material under this contract. The Contractor shall be aware that certain materials to be furnished by the Contractor may be long‐lead‐time items. Therefore, the successful bidder should determine the availability of all material immediately after contract award, and initiate procurement action on long‐lead‐ time items at the earliest possible date.

B. All contractor furnished materials and equipment shall be provided new.

C. The Contractor shall furnish and install the following equipment for a complete installation and operation in the second floor kitchen area. This work includes verify the space available for installation of the equipment listed below. Reference Section 1.03(4) for product substitutions for the make and models indicated below.

Qty. 1 – Maytag Over‐The‐Range Microwave – Model MMV1175JZ.

Qty. 1 – Maytag 18.7 Cubic Foot Refrigerator Freezer – Model MBF1958FEZ.

1.09 SECURITY REQUIREMENTS.

A. The Contractor shall provide the COR with a list of the contractor's personnel as required by the Contracting Officer.

1.10 DISPOSAL/CLEANING REQUIREMENTS.

A. The Contractor shall dispose of all debris on a daily basis after each work shift. The Contractor shall provide containers with covers for storage of debris at the site as required.

B. A complete cleaning of each room after renovation has been competed including the wiping down of all walls and furniture, and vacuuming and/or cleaning of the new carpet floors.

1.12 PROTECTION OF EQUIPMENT.

A. The Contractor shall protect all existing furniture, floors and other finished surfaces during renovation as directed by the COR.

1.13 IDENTIFICATION OF UTILITIES.

A. FAA utilities: All work associated with the location and identification of buried or above ground communications, electrical, mechanical, or plumbing systems owned by the FAA, shall be performed by FAA personnel.

B. Utility Disruption: In the event that properly identified utility or communication services either overhead or buried, are damaged as a result of the Contractor’s activity, such services shall be immediately repaired and the COR and Contracting Officer immediately notified.

1.14 ACCESS TO WORK AREAS.

A. Access to the work areas shall be as directed by the COR. Security precautions against unauthorized facility entrance shall be maintained. Contractor's vehicles are permitted to park near ATCT building parking area or where directed by the COR.

1.15 CONTRACTOR'S LIABILITY.

A. Damage to the existing facility or equipment shall be reported to the COR without delay. The Contractor shall be responsible for repairing or having repaired all damaged areas to the facility or equipment directly caused by the Contractor’s related work. All repairs shall be accomplished, without delay, at the contractor's expense to the satisfaction of the COR.

B. After notice to proceed and prior to the commencement of construction, the Contractor and the COR shall conduct joint inspections of the existing areas affected by the construction. Damage or defects shall be noted and will be used as the basis for determination of damages caused by the contractor's operations.

1.16 FIRE EXTINGUISHING EQUIPMENT.

A. The contractor shall have an equivalent of 2‐25 lb. class A and B fire extinguishers in the work area through the progress of the job. CO2 type fire extinguishers are acceptable.

1.17 PROJECT MEETINGS.

A. The Contractor and COR shall conduct project meetings throughout the construction period as deemed necessary.

1.18 FACILITY CUT‐OVER & INTERRUPTIONS IN SERVICE.

A. Only on‐site FAA maintenance personnel and the COR are authorized to energize and de‐energize equipment or to operate circuit breakers, switches, or fuses in FAA facilities. The COR has the authority to stop work at any time if work activities interfere with the operation of any FAA facility.

B. FAA personnel will disable the ATCT fire detection system remote monitoring during demolition work in the second and third floor offices as well as the application of all paints and floor finishes.

1.19 TEMPORARY FACILITIES.

A. Temporary Electrical Power: 120V/240V electrical power is available from the existing building electrical service at no cost to the Contractor. All points of connection for electrical service and any modifications to the electrical system shall be approved by the COR.

B. Restroom facilities will be made available by to the Contractor. The Government reserves the right limit use.

C. Temporary Construction Aids: The Contractor shall furnish, install, and maintain all construction aids and equipment to facilitate execution of work including but not limited to barricades, scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, steel plates, etc.

D. Temporary Barricades: The Contractor shall furnish, install, and maintain suitable barricades as required to prevent FAA personnel from entering the construction area and to protect the work and existing facilities from construction operations. All barricades shall be removed when they are no longer needed or at the completion of work.

E. Removal of Temporary Facilities. The Contractor shall promptly remove all temporary facilities from premises at end of the project.

1.20 WARRANTIES.

A. Upon completion of the job submit copies of all warranties including effective dates and contacts information for warranty claims.

1.21 SITE SURVEYS.

A. To coordinate a survey of the facility, contact Mr. David Weber (Dave. Weber@ faa.gov) at 847‐489‐2043 to schedule a site visit.

B. All requests for information from the site surveys or drawing review shall be submitted in writing to the Contracting Officer.

End Section 00 01 00

SECTION 09 91 00 ‐ PAINTING

PART 1 – GENERAL REQUIREMENTS

1.01 SCOPE OF WORK.

A. This section includes all labor, materials, tools and other equipment, services and supervision required to complete painting and related work as indicated on finish schedule drawing. This work includes, but is not limited to the following:

1. Painting of prime and finish coats of previous fabric wall covered surfaces as stated in the statement of work and drawings.

2. Painting of finish coats of painted wall surfaces as stated in the statement of work and drawings.

3. Painting surfaces above, behind or below grilles, gratings, diffusers, louvers lighting fixtures, which are exposed to view through these items per the COR.

4. Incidental painting and touching up as required to produce the proper finish for painted surfaces, including touching up of factory finished items.

5. Touching up of or repairing of abraded, damaged or rusted prime coats applied by others.

B. Surface preparation of substrates as required for acceptance of painting. This includes cleaning, small crack repair, patching, caulking, making good surfaces and areas, pre‐treatment, priming and back‐priming to the extent shown on the drawings.

1.02 QUALITY ASSURANCE.

A. Qualification of Painters: Use only qualified journeyman painters for the mixing and application of paint. Upon request, submit evidence that key personnel have successfully performed surface preparation and application of coating on a minimum of three (3) similar projects within the past three (3) years.

B. Notify the COR in writing of any anticipated problems using the finishes specified.

1.03 REGULATORY REQUIREMENTS.

A. Conform to work place safety regulations and requirements of those authorities having jurisdiction for storage, mixing, application and disposal of all paint and related hazardous materials.

B. Deliver and store all painting materials in sealed, original labeled containers bearing manufacturer’s name, brand name, type of paint or coating and color designation, standard compliance, materials content as well as mixing and/or reducing and application requirements in strict accordance with manufacturer ‘s requirements.

PART 2 ‐ PRODUCTS

2.01 GENERAL PRODUCT REQUIREMENTS

A. Paint submitted for approval shall be water‐based latex paint finish with the finish color for each room to be approved by the COT. All paint finishes shall referenced in the current Master Painters Institute (MPI) "Approved Product List" indicating brand label, product name and product code.

This list will be used to determine compliance with the submittal requirements of this specification.

B. Provide paint finishes that do not contain asbestos, Chromate, Cadmium, Mercury, Silica, or

ACGIH‐BKLT and ACGHI‐DOC confirmed or suspected human carcinogens.

C. VOC Content: All paints used shall be zero VOC type paint.

D. Store paint materials in fireproof cabinets provided by the Contractor that meet or exceed OSHA and NFPA requirements

E. Store materials at site at least 24 hours before using, at a temperature between 7 and 30 degrees C (45 and 85 degrees F).

2.02 MIXING AND TINTING.

A. Unless otherwise specified herein or pre‐approved, all paint shall be ready‐mixed and pre‐tinted.

Re‐mix all paint in containers prior to and during application to ensure break‐up of lumps, complete dispersion of settled pigment, and color and gloss uniformity. Where thinner is used, addition shall not exceed paint manufacturer's recommendations.

22 February, 2021

PART 3 – EXECUTION

3.01 GENERAL REQUIREMENTS.

A. Observe required safety regulations and manufacturer's warning and instructions for storage, handling and application of painting materials.

1. Take necessary precautions to protect personnel and property from hazards due to falls, injuries, toxic fumes, fire, explosion, or other harm.

2. Deposit soiled cleaning rags and waste materials in metal containers approved for that purpose. Dispose of such items off the site at end of each day’s work.

B. Atmospheric and Surface Conditions.

1. Do not apply coating when air or substrate conditions are:

a. Less than 3 degrees C (5 degrees F) above dew point.

b. Below 10 degrees C (50 degrees F) or over 35 degrees C (95 degrees F), unless specifically pre‐approved by the COTR and the product manufacturer. Under no circumstances are application conditions to exceed manufacturer recommendations.

c. When the relative humidity exceeds 85 percent; or to damp or wet surfaces; unless otherwise permitted by the paint manufacturer’s printed instructions.

d. Maintain interior temperatures until paint dries hard.

3.02 CONDITION AND PREPARATION OF SURFACES.

A. The condition and preparation requirements for all surfaces shall be in accordance with

MPI Painting Manual requirements.

B. All walls previously coated with fabric wall covering shall have all residual fabric covering adhesive removed and surface cleaned in order to accept the new paint.

12 November, 2019

Section 22 44 00 ‐ Plumbing

1.01 GENERAL REQUIREMENTS

A. Scope of Section. Installation of all lavatory fixtures including water closets, urinals, automatic flush valves, and faucets as shown on the drawing schedule(s). This includes all associated piping, traps, pipe fittings, escutcheons, hoses, trim, hardware, blocking, anchoring, caulking, etc. necessary for a complete installation and operation.

B. Related Requirements. Reference the Table of Contents for related sections.

C. Submittals. Reference schedules for submittal requirements.

D. Where supply or drain pipe has to be offset due to beam or stud interference, provide correct and additional piping necessary to eliminate relocation of water closet at no cost to the government.

1.02 QUALITY ASSURANCE

A. Manufacturer: Provide products manufactured by a company with a minimum of 10 years successful experience manufacturing similar products.

B. Single Source Requirements: To the greatest extent possible provide products from a single manufacturer, unless noted.

C. Accessibility Requirements: Comply with requirements applicable in the jurisdiction of the project, including but not limited to ADA and ICC/ANSI A117.1 requirements as applicable.

D. Hazardous Materials: Comply with EU Directive “Restrictions of Hazardous Substances (RoHS) requirements.”

1.03 DELIVERY, STORAGE, AND HANDLING

A Deliver, store and handle materials and products in strict compliance with manufacturer's instructions and recommendations. Protect from damage. Replace any damaged material at no cost to the Government as required by the COR.

PART 2 ‐ PRODUCTS

2.01 MANUFACTURER

A. Material or equipment containing a weighted average of greater than 0.25 percent lead is prohibited in any potable water system intended for human consumption, and shall be certified in accordance with NSF 61 or NSF 372. Endpoint devices used to dispense water for drinking shall meet the requirements of NSF 61.

B. Plastic pipe, fittings, and solvent cement shall meet NSF 14 and shall be NSF listed for the service intended.

C. Known Acceptable Source are indicated on the applicable schedules.

D. Substitutions: Substitutions of those products listed on the drawing schedule shall meet the or exceed the construction and operation characteristics of those items listed on the drawing schedules. Provide products manufactured by a company with a minimum of 10 years successful experience manufacturing similar products.

PART 3 ‐ EXECUTION

3.01 INSTALLATION

A. Inspect areas scheduled to receive plumbing fixtures for correct dimensions, plumb ness of walls, and soundness of surfaces that would affect installation of mounting brackets.

B. Verify spacing of plumbing fixtures to assure compatibility with installation of compartments.

C. Prepare substrates including but not limited to blocking and supports in walls and ceilings at points of attachment using methods recommended by the manufacturer for achieving the best result for the substrates under the project conditions.

D. Do not proceed with installation until substrates have been properly prepared with blocking and supports in walls and ceilings at points of attachment and deviations from the manufacturer's recommended tolerances are corrected.

E. Install products in strict compliance with manufacturer’s written instructions and recommendations, including the following:

1. Verify blocking has been installed properly.

2. Verify location does not interfere with door swings or use of fixtures.

3. Comply with manufacturer’s recommendations for backing and proper support.

4. Use fasteners and anchors suitable for substrate and project conditions.

5. Install units rigid, straight, plumb, and level, in accordance with manufacturer’s installation iinstructions and approved shop drawings.

6. Conceal evidence of drilling, cutting, and fitting to room finish.

7. Test for proper operation.

F. Openings between fixture, floors, and wall finishes shall be caulked, color to match fixture.

G. Supports and Fastening:

1. Secure all fixtures, equipment and trimmings to partitions, walls and related finish surfaces. Exposed heads of bolts and nuts in finished rooms shall be hexagonal, polished chrome plated brass with rounded tops.

2. Through Bolts: For free standing marble and metal stud

3. Toggle Bolts: For hollow masonry units, finished or unfinished.

4. Expansion Bolts: For brick or concrete or other solid masonry. Shall be 6 mm (1/4 inch) diameter bolts, and to extend at least 76 mm (3 inches) into masonry and be fitted with loose tubing or sleeves extending into masonry. Wood plugs, fiber plugs, lead or other soft metal shields are prohibited.

5. Power Set Fasteners: May be used for concrete walls, shall be 6 mm (1/4 inch) threaded studs, and shall extend at least 32 mm (1 1/4 inches) into wall.

6. Tightly cover and protect fixtures and equipment against dirt, water and chemical or mechanical injury.

H. If an installation is unsatisfactory to the COTR, the Contractor shall correct the installation at no cost or additional time to the Government.

I. Adjust automatic flush valves faucets, urinals and toilets for proper operation after

3.02 CLEANING AND PROTECTION

A. Clean exposed surfaces of compartments, hardware, and fittings using methods acceptable to the manufacturer.

B. Touch‐up, repair or replace damaged products until Substantial Completion.

End of Section 22 44 00

FAA Great Lakes Region Specification GL‐D‐918D

Section 13‐5 ‐ SHELTER DOORS AND FRAMES

a. Quality Assurance. Provide doors and frames complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI‐100) and as herein specified.

b. Fabrication.

(1) General. Fabricate steel door and frame units to be rigid, neat in appearance, and free from defects, warpage, and buckle. Wherever possible, fit and assemble units in the manufacturer's plant.

(2) Door Type/Grade. Doors shall be SDI‐100, Grade III, extra heavy duty, Model 1, full flush, minimum 16 gage faces, 1 3/4 inch thick.

(3) Construction.

(a) Fabricate exposed faces of door and panels from cold‐rolled steel only.

Fabricate concealed stiffeners, reinforcement, and edge channels from either cold or hot rolled steel at fabricator's option. All door and frame materials shall be galvanized.

(b) Close top and bottom edges of exterior doors flush as an integral part of construction or by the addition of 16‐gage channels.

(4) Thermal Insulation. Door and frame shall be thermal‐ rated (insulated) assemblies tested in accordance with ASTM C1199, C1363, and E1423.

Provide thermal insulation with maximum U factor of

0.39 BTU/(hr ft2 oF), SDI rating of 4.

(5) Finish Hardware Preparation.

(a) Prepare doors and frames to receive mortised and concealed finish hardware in accordance with Subsection 13E.4, and templates provided by the hardware supplier. Comply with applicable requirements of ANSI A115 series specifications for door and frame preparation for hardware.

(b) Reinforce doors and frames to receive surface‐ applied hardware.

Drilling and tapping for surface‐applied finish hardware may be done at project site.

(c) Locate finish hardware in accordance with "Recommended Locations for Builder's Hardware", published by the Door and Hardware Institute.

(6) Door Frames. Fabricate door frames of style shown on the drawings.

Conceal fastenings and fabricate frames from minimum 16‐gage galvanized cold rolled furniture‐ quality steel. Fabricate frames with mitered and welded corners.

(7) Shop Painting. Apply shop coat of primer paint to provide a uniformly finished surface ready to receive finish coats.

c. Installation.

(1) Placing Frame.

(a) Comply with provisions of ANSI/SDI A250.11 "Recommended Erection Instructions for Steel Frames".

(b) Install at least 3 wall anchors per jamb at hinge and strike levels.

Anchor to wood stud framing using fasteners and devices for rigid attachment.

(2) Doors. Fit hollow metal doors accurately in frames, within clearances specified in ANSI/SDI A250.8.

(3) Adjust and Clean.

(a) Immediately after erection, sand smooth any corroded or damaged areas of prime coat and touch‐ up paint with compatible primer.

(b) Apply finish paint coats per Section 09 99 01.

(c) Check and readjust operating finish hardware items, leaving steel doors and frames undamaged and in complete and proper operating condition.

13E.4 DOOR HARDWARE.

a. General Requirements.

(1) Templates. Furnish hardware templates to fabricator of doors and frames to be factory‐prepared for installation of hardware.

(2) Finish. BHMA #626 satin chromium plated for hinges and lock set.

(3) Fasteners. Provide Phillips flat‐head machine screws, matching finish and of proper design size for hardware item furnished.

b. Materials.

(1) Hinges. Provide 1 1/2 pair 4 1/2 x 4 1/2 hinges, full mortise type, heavyweight, ball bearing, five knuckle, and square corner, swaged, steel with steel pin, non‐ removable and non‐rising pin, flat button and matching plug tips.

Stanley #FBB‐168 is one of the products meeting these Specifications.

(2) Lockset. Provide mortise lockset, Best Lock Corporation Catalog Number 45H‐7‐

TA‐4‐J‐626‐RHRB having a 7‐pin cylinder and furnished without core. The FAA COR will supply the construction core which the COR receives from FAA SSC personnel. The Contractor shall install the construction core. No substitution for the above lockset will be permitted.

(3) Doorholder.Provide a door holder, overhead surface type, exterior door use, with safety release, combination door stop, and shock‐absorbing cushion. Glynn‐Johnson #GJ90H Series is one of the products meeting these Specifications.

(4) Threshold. Provide an aluminum threshold not less than

3 1/2 inches wide, and of such height that weather‐ stripping insert will contact inner face of door. Threshold shall include rabbeted design with replaceable neoprene insert in step. Zero #563 Rabbeted Saddle is one of the products that meets these Specifications.

(5) Weather‐stripping at Door Jambs and Head. Provide continuous weather‐ stripping at all edges of doors. Provide only those units where resilient seal strips are easily replaceable and readily available from the manufacturer. Construction shall include flexible neoprene bulb insert in extruded aluminum channel with Snap‐On cover, hidden fasteners, and surface‐mounted design. Zero #475 is one of the products that meet these Specifications.

c. Installation.

(1) Hardware Mounting Heights. Mount units of hardware at heights indicated in "Recommended Locations for Building Hardware for Standard Steel Doors and Frames" by the Door and Hardware Institute.

(2) Procedures.

(a) Install each item per manufacturer's instructions.

(b) Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation.

(d) Drill and countersink units which are not factory prepared for anchor fasteners. Space fasteners in accordance with industry standards.

(e) Set thresholds in full bed of butyl‐rubber or polyisobutylene mastic sealant.

13E.5 INSULATION.

a. Material. Wall and ceiling installation shall be fiberglass batt insulation faced with coated Kraft paper. Insulation batts shall have staple flanges. The batts shall be nominally 6 inches thick, with R‐19 insulation value.Batt width shall be compatible with stud spacing.

b. Installation. Install insulation batts between all studs and joists such that batts will retain full thickness. Stuff loose fiberglass insulation into cracks impossible to fill with batts.Compress loose insulation no tighter than 50 percent of normal volume when needed to hold it in place.

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En d Ap pe nd ix I

APPENDIX II

SUPPLEMENTAL STATEMENT OF WORK

FOR ASBESTOS VINYL FLOOR TILE (VFT) REMEDIATION

FOR THE FEDERAL AVIATION ADMINISTRATION

PART 1.0 ‐ GENERAL

1.1 SUMMARY OF WORK.

The licensed Asbestos Abatement Contractor, referred to as the “Contractor” herein, shall furnish all labor, materials, and equipment, and perform all work required to properly remove and dispose of Asbestos Containing Materials (ACM) as specified in this Statement of Work (SOW)/specification. The work shall comply with Federal, state, and local regulations, including OSHA (29 CFR 1926 and 29 CFR 1910), EPA NESHAP (40 CFR Part 61), EPA AHERA (40 CFR Part 763), EPA’s Worker Protection Rules, and FAA policies. Where conflicts exist between the contents of this SOW/specification and applicable regulations, the most stringent requirement(s) shall apply. Any actions taken by the Contractor without obtaining guidance from the FAA Contracting Officer (CO) will become the sole risk and responsibility of the Contractor. All costs incurred due to such action will be the responsibility of the Contractor.

Below is a brief description of the estimated quantities of asbestos materials to be abated. These quantities are for informational purposes only and are based on the best information available at the time of the SOW/specification. The Contractor must verify the actual quantities to be abated prior to the start of the project.

The asbestos abatement project consists of the following:

A. The Contractor shall remove and dispose of: approximately 300 square feet of asbestos containing 12”x12” floor tile and mastic in the first floor equipment room using the heat removal process only.

B. The Contractor shall develop an Asbestos Abatement Plan. See Section 1.5 for details.

C. The FAA Contractor’s Officer Technical Representative/Resident Engineer (COTR/RE) will be onsite during the project. The FAA will also retain a third party consulting firm, referred to as the Environmental Contractor herein, to provide technical consultation and air sampling before, during, and after the project. The Contractor and Contractor's personnel must fully cooperate with the FAA COR/RE and Environmental Contractor.

D. The asbestos abatement contractor shall attend and participate in onsite meetings, such as the pre‐bid and pre‐construction meeting as required throughout the project.

E. The Contractor shall be responsible for the continuous protection of this facility and its employees and will immediately notify the COTR/RE in the event of unsafe conditions or acts created by the work. The Contractor shall coordinate all abatement activities with the COTR/RE in order to prevent disruption of operations at the facility. The Contractor will comply with all FAA risk management policies and procedures during the project.

F. The Contractor is responsible for ensuring that his/her employees and all subcontractors comply with the contents of this SOW/specification and applicable regulatory requirements for the duration of the work, including the project Asbestos Contingency Plan.

G. Contractor access will be limited to those areas necessary for completion of asbestos abatement work and allowed by the FAA.

1.2 REFERENCES. The publications listed below (latest versions) form a part of this specification to the extent referenced.

A. American National Standards Institute (ANSI).

1. ANSI Z9.2 Fundamentals Governing the Design and Operation of Local Exhaust Systems

2. ANSI Z87.1 Occupational and Educational Eye and Face Protection

3. ANSI Z88.2 Respiratory Protection

B. United States Occupational Safety and Health Administration (OSHA)

1. 29 CFR 1910, Occupational Safety and Health Standards

2. 29 CFR 1926, Safety and Health Regulations for Construction

3. 42 CFR 84, Respiratory Protective Devices

C. Compressed Gas Association (CGA).

1. CGA G‐7 Compressed Air for Human Respiration

2. CGA G‐7.1 Commodity Specification for Air

D. United States Environmental Protection Agency (USEPA).

1. 40 CFR 61, National Emission Standards for Hazardous Air Pollutants

2. 40 CFR 763, Asbestos Hazard Emergency Response Act

E. Department of Transportation (DOT)

1. Title 49 CFR 100 ‐ 185 – Transportation

F. National Fire Protection Association (NFPA).

1. NFPA 70, National Electrical Code

2. NFPA 701, Methods of Fire Test for Flame‐Resistant Textiles and Films

G. National Institute for Occupational Safety and Health (NIOSH).

1. NIOSH Manual of Analytical Methods

H. Underwriters Laboratories (UL).

1. UL 586 (1990), High‐Efficiency Particulate Air Filter Units

I. Federal Aviation Administration (FAA).

1. FAA orders, such as the current versions of 1050.20A and 3900.19

2. Bargaining Unit Agreements

3. [Local Asbestos O&M Plan]

4. [Asbestos Abatement Contingency Plan]

5. [Other Local Orders]

J. State and Local Laws/Regulations.

1. Wisconsin Statute Chapter 254‐Environmental Health

2. Chapter DHS 159 ‐ Certification And Training Course Requirements For Asbestos Activities

3. Ch. NR 477, Control of Asbestos Emissions, Wisconsin Administrative Code

4. Chapter NR 502 ‐ Solid Waste Storage, Transportation, Transfer, Incineration, Air Curtain Destructors, Processing, Wood Burning, Composting and Municipal Solid Waste Combustors

5. NR 506, Landfill Operational Criteria

1.3 QUALIFICATIONS

A. Asbestos Abatement Contractor. The asbestos abatement contractor shall be licensed by the state(s) where the abatement project will be performed, possess at least 3 years of asbestos abatement experience, have not been cited and penalized for serious violations of Federal (and state as applicable) EPA and OSHA asbestos regulations in the past three years, and have adequate liability/occurrence insurance for asbestos work. Additional requirements are provided in this SOW/specification.

B. Competent Person. Contractor's full‐time onsite supervisor is designated as, and is trained and qualified to be a competent person/supervisor for Class I and II asbestos abatement in accordance with 29 CFR 1926 and possess at least three years experience in the administration and supervision of asbestos abatement projects. This designated competent person/onsite supervisor shall be responsible for ensuring compliance with applicable Federal, state and local requirements, the Contractor's SHAPP, and the Asbestos Abatement Plan.

C. Abatement Workers. Shall be trained and licensed as required by Federal, state, and local regulations.

Additional requirements are provided in this SOW/specification.

D. Landfill(s) and Transporter(s). Landfill(s) and transporters must be approved and licensed for asbestos disposal by the [USEPA] [and] [state] [and] [local] regulatory agencies.

1.4 SCHEDULE OF WORK. The Contractor will submit an asbestos project design, also known as an asbestos work plan. All remediation and other cleaning procedures shall be conducted between the hours of 10:00 PM and 6:00 AM, unless otherwise specified by agreement and authorized by the COR.

1.5 ASBESTOS ABATEMENT PLAN. The Asbestos Abatement Plan is a detailed plan of the response actions to be taken and the work and control…