1. MVY VOR Specifications-Drawings_Rev1.pdf

Martha’s Vineyard Very High Frequency Omnidirectional Range

(MVY VOR)

Martha’s Vineyard, MA

Refurbish and Repair MVY VOR

Roof and Structural Steel

SPECIFICATIONS

For

Federal Aviation Administration

New England Region

By

AJW-2E15L, Infrastructure Engineering Center - Boston

Federal Aviation Administration January 2018

VOR Roof & Steel Refurbishment Martha’s Vineyard, MA

Table of Contents

TABLE OF CONTENTS

Division 1 – General Requirements

Section 00 80 00 – Safety and Health Requirements

Section 01 11 00 – Summary of Work

Section 01 33 00 – Submittals

Division 2 – Existing Conditions

Section 02 41 19 – Selective Demolition

Division 5 – Metals

Section 05 12 00 – Structural Steel

Division 7 – Thermal & Moisture Protection

Section 07 56 00 – Fluid Applied Roofing

Division 9 – Finishes

Section 09 96 00 – Paints and Coatings

APPENDICES

Appendix A: MVY VOR Roof and Structural Steel Refurbishment Drawings

Appendix B: Site Photographs

Safety and Health Requirements 00 80 00 - 1

SECTION 00 80 00 – SAFETY AND HEALTH REQUIREMENTS

PART 1 – GENERAL

1.1 Summary

A. Requirements for Employee Health and Safety

1.2 Applicable Publications - The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only:

A. Code of Federal Regulations (CFR)

1. OSHA General Industry Safety and Health Standards (29 CFR 1910), Publication V2206; OSHA Construction Industry Standards (29 CFR 1926). One source of these regulations is OSHA Publication 2207, which includes a combination of both parts 1910 and 1926 as they relate to construction safety and health.

2. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61)

3. Federal Standard (FED-STD) 313E – Material Safety Data, Transportation Data and

Disposal Data for Hazardous Materials Furnished to Government Activities.

4. FAA Order JO 3900.57A, Environmental and Occupational Safety and Health

(EOSH) Requirements in the Planning and Execution of Construction and Maintenance Activities at National Airspace System (NAS) Facilities. Specifically, FAA Form 3900-18, Pre-Construction EOSH Checklist. This checklist will be reviewed with the Contractor and FAA prior to construction.

1.3 Work Covered by This Section

A. This section is applicable to all work covered by this contract.

1.4 Definition of Hazardous Materials

A. Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910; and to others as additionally defined in Fed. Std. 313. Those most commonly encountered include asbestos, polychlorinated biphenyl’s (PCB’s), explosives, and radioactive material, but may include others.

1.5 Quality Assurance

A. Safety Meeting – Representatives of the Contractor shall meet with the CO and COR prior to the start of work, for the purpose of reviewing the contractor's safety and health programs and discussing implementation of all safety and health provisions pertinent to the work to be performed under this contract. The contractor shall be prepared to discuss, in detail, the measures he/she intends to take in order to control any unsafe or unhealthy conditions associated with the work to be performed under the contract. If directed by the COR, this meeting may be held in conjunction with other meetings, which are scheduled to take place prior to start of work under this contract. The contractor’s principal on-site representative(s), the general superintendent, and his/her safety representative(s) shall attend this meeting.

B. Compliance with Regulations – All work, including the handling of hazardous materials shall comply with applicable state and municipal safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply.

C. Contractor’s Responsibility – The contractor shall assume full responsibility and liability for compliance with all applicable regulations pertaining to the health and safety of personnel during the execution of the work.

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Safety and Health Requirements 00 80 00 - 2

D. Inspections, Tests and Reports – The required inspections, tests, and reports made by the contractor, subcontractors, specially trained technicians, equipment manufacturers, and others as required, shall be at the contractor’s expense.

E. Site Specific Safety Plan (SSSP) – The Contractor will be required to submit his plan for maintaining a safe work environment for construction workers employed on this project. As a minimum, the plan shall show weekly “tail gate meetings”, scheduled inspections of equipment to check for potential hazards created by wear, etc. and a statement that the current OSHA regulations on safety in the construction industry will be followed. The plan will be used by the COR to insure that the work is accomplished in accordance with safety practices.

The COR may stop any operation, which is in violation of the OSHA standards and fails to comply with the safety plan or accepted safe work practices.

1.6 Submittals

A. Accident and Fire Reporting

1. The Contractor shall report to the Contracting Officer any accident or fire occurring at the site of the work which causes:

a. A fatality or as much as one lost workday on the part of any employee of the Contractor or subcontractor at any tier;

b. Damage of $1,000 or more to Government-owned or leased property, either real or personal;

c. Damage of $1,000 or more to Contractor or subcontractor owned or leased motor vehicles or mobile equipment; or

d. Damage for which a contract time extension may be requested.

2. Accident and fire reports required by paragraph (1) above shall be accomplished by the following means:

a. Accidents or fires resulting in a death, hospitalization of five or more persons, or destruction of Government-owned or leased property (either real or personal), the total value of which is estimated at $100,000 or more, shall be reported immediately by telephone to the Contracting Officer or his/her authorized representative and shall be confirmed by telegram or facsimile transmission within 24 hours to the Contracting Officer. Such telegram or facsimile transmission shall state all known facts as to extent of injury and damage and as to cause of the accident or fire.

b. Other accident and fire reports required by paragraph (a) above may be reported by the Contractor using a state, private insurance carrier, or Contractor accident report form which provides for the statement of:

i. The extent of injury; and

ii. The damage and cause of the accident or fire.

c. Such report shall be mailed or otherwise delivered to the Contracting Officer within 48 hours of the occurrence of the accident or fire.

3. The Contractor shall assure compliance by subcontractors at all tiers with the requirements of this clause.

B. Permits – If hazardous materials are disposed of off-site, submit copies of permits from applicable Federal, State, or municipal authorities.

Safety and Health Requirements 00 80 00 - 3

1.7 Materials and Equipment

A. Special facilities, devices, equipment, clothing, and similar items used by the Contractor in the execution of work shall comply with applicable regulations.

1.8 Hazardous Materials

A. The contractor shall bring to the attention of the COR any material suspected of being hazardous which he/she encounters during execution of the work. A determination will be made by the COR as to whether the contractor shall perform tests, and/or if the material is found hazardous and additional protective measures are needed, a contract change may be required, subject to applicable provisions of this contract.

1.9 Suspension of Work

A. The Contracting Officer may order the Contractor, in writing, to suspend, delay, or interrupt all or any part of the work of this contract for the period of time that the Contracting Officer determines appropriate for the convenience of the Government. The Contracting Officer may, in emergency or life threatening situations notify the contractor orally to suspend, delay or interrupt all or any part of the work and issue the notice in writing immediately after the oral notice.

B. If the performance of all or any part of the work is, for an unreasonable period of time, suspended, delayed, or interrupted:

1. by an act of the Contracting Officer in the administration of this contract, or

2. by the Contracting Officer's failure to act within the time specified in this contract (or within a reasonable time if not specified), an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) necessarily caused by the unreasonable suspension, delay, or interruption, and the contract modified in writing accordingly.

3. However, no adjustment shall be made under this clause for any suspension, delay, or interruption to the extent that performance would have been so suspended, delayed, or interrupted by any other cause, including the fault or negligence of the Contractor, or for which an equitable adjustment is provided for or excluded under any other term or condition of this contract.

C. A claim under this clause shall not be allowed:

1. for any costs incurred more than 20 days before the Contractor shall have notified the Contracting Officer in writing of the act or failure to act involved (but this requirement shall not apply as to a claim resulting from a suspension order), and

2. unless the claim, in an amount stated, is asserted in writing as soon as practicable after the termination of the suspension, delay, or interruption, but not later than the date of final payment under the contract.

1.10 Protection

A. The Contractor shall take all necessary precautions to prevent injury to the public, building occupants, or damage to property of others. For the purposes of this contract, the public or building occupants shall include all persons not employed by the Contractor or related subcontractor.

Safety and Health Requirements 00 80 00 - 4

B. Work shall not be performed in any area occupied by Federal employees unless adequate steps are taken for the protection of the public and Federal employees.

C. Whenever practicable, the work area shall be fenced, barricaded, or otherwise blocked off to prevent unauthorized entry into the work area.

D. Alternate Precautions

1. When the nature of the work prevents isolation of the work area, alternate precautions such as the posting of signs, the use of signal persons, the erection of barricades or similar protection around particularly hazardous operations shall be used as appropriate.

END OF SECTION 00 80 00

Summary of Work 01 11 00 - 1

SECTION 01 11 00 - SUMMARY OF WORK

1.1 Section Includes

A. These specifications, together with referenced specifications, standards, and/or drawings, document the requirements of the Federal Aviation Administration, hereinafter referred to as the Government or FAA, for work associated with the refurbishment of the Martha’s

Vineyard Very-High Frequency Omni Directional Range (MVY VOR) roof and structural steel.

1.2 Related Sections

A. Drawings and general conditions of the Contract, including general and supplementary conditions, other Division 1 through Division 46 Specification Sections, and any attachments to this Contract apply to this section and to the Contractor’s performance of the Work.

1.3 Summary of Work

A. General:

The Contractor shall furnish all labor, equipment and materials necessary for refurbishing the roof and structural steel at the MVY VOR located at Martha’s Vineyard Airport in Vineyard

Haven, Massachusetts. The following items are a summary of the project and are provided to describe the general nature of the work. The contractor is advised that this Facility is fully operational and any unscheduled interruptions may cause aircraft accidents and loss of life.

The Contractor is responsible for accomplishing all items of work identified in the applicable drawings, specifications, and/or provisions of the contract.

B. Major Items of Work:

The work on the MVY VOR roof and structural steel refurbishment project will consist of, but not necessarily be limited to, the following:

1. Structural Steel Refurbishment

a. Install temporary supports and bracing, as indicated on the Contractor’s approved Erection Procedure, required for the replacement of structural steel channels and protection of the structures integrity during construction. See

Section 05 12 00 for more detailed information.

b. Install protective coverings, as needed, to protect nearby building elements

(i.e. façade, soffit, etc.) during surface preparation and painting/coating.

c. Remove and replace structural steel members as indicated on the contract drawings.

d. For structural steel members indicated to remain on the contract drawings:

1) Utilize an appropriate means of surface preparation, as indicated by the paint/coating manufacturer, to remove all corrosion, paint, and other debris. See Section 09 96 00 for more detailed information on surface preparation.

2) After surface preparation is complete use a mechanical grinder to remove any severely rusted sections of steel, where appropriate, leaving a smooth and regular surface.

3) Seal any gaps at the interface between existing and new steel members with a single component polyurethane sealant compatible with the selected paint/coating to prevent moisture intrusion.

Summary of Work 01 11 00 - 2

e. Prime and paint all structural steel members with the approved protective and marine coating as specified in Section 09 96 00.

2. Roof Refurbishment

a. Weather protect the interior of the building as may be required to allow for cleaning and roofing work by installing a 6 mil plastic covering over electronic equipment.

b. Use a low-pressure washer to clean and rinse off any algae or plant growth, dirt, debris, and any other foreign matter from the roof membrane and fiberglass teepee.

c. Use soft bristled brushes with an applicable cleaning solution to scrub the remaining dirt and grime from the roof membrane and fiberglass teepee taking care not to damage their surfaces.

d. Use a low-pressure washer to perform a final cleansing to remove any cleaning solution and let dry.

e. Perform any necessary minor repairs to the existing PVC roof surface. Seal any open seams, blisters, splits or other defects.

f. Apply a liquid applied roof membrane as specified in Section 07 56 00 over the existing PVC roof. Obtain a 10-year warranty for the new roofing membrane.

3. Miscellaneous

a. Repair the spalling concrete at the column foundation supporting B-4L and B-

6L as well as the spalled concrete at the building foundation. Repair is to include:

1) Chipping out, removing, and cleaning any loose concrete or debris from the patch area.

2) Cleaning any exposed rebar with a wire brush and applying rust inhibiting epoxy coating.

3) Install HELIFIX PatchPin’s, or similar, based on the Manufacturer’s recommended spacing and positioning.

4) Apply an approved concrete patch mortar with a minimum strength of 4,000 PSI at 28 days in accordance with the Manufacturer’s instructions.

b. Demolish the four old RTR 10” diameter concrete sonotube foundations to a minimum of 3’ below grade and cover with existing ground cover material, if available, or import additional ground cover material to match existing, and cover to a depth of approximately 3’.

c. Remove the 3.5” diameter PVC conduit and communications cables that runs from the shelter to the old RTR.

d. Demolish and remove the 16” x 16” concrete pier foundation near the VOR shelter.

e. Seal any small cracks, gaps, or holes at the shelter exterior walls with applicable patching, spray foam insulation, caulking, or duct seal to prevent insect or rodent points of entry to the facility.

f. The structural steel and roof refurbishment work covered under this contract will require a long term shutdown of the VOR facility. FAA Air Traffic requires a 45-day notice before a long term shutdown can be approved. The

Contractor is cautioned that schedule changes are likely until the shutdown request is actually approved.

Summary of Work 01 11 00 - 3

g. The paint on the structural steel members has been identified as lead based paint (LBP). The Contractor will be responsible to properly remove and dispose of LBP and install necessary protections for worker safety as required by applicable federal, state, and local regulations.

h. Dispose of all debris off site and follow state and local regulations for construction solid waste disposal.

i. Submit on all materials before installation. Verify all dimensions.

j. Obtain all necessary badging for Martha’s Vineyard Airport.

1.4 Definitions, Acronyms, Abbreviations and References

A. Federal Aviation Administration (FAA) – The terms "Federal Aviation Administration"

(FAA) and "Government" as used herein denotes the "owner"

B. Contracting Officer (CO) - The term "Contracting Officer" (CO) as used herein denotes the person designated to act for the Government in the performance of this contract.

C. Contracting Officers Representative (COR) - The term "Contracting Officers Representative"

(COR) as used herein denotes the representative of the Contracting Officer at the job site.

The COR’s authority is limited. These limitations are defined in the Letter of Delegation provided to the COR and the Contractor at the preconstruction meeting.

D. Contractor and Subcontractor - The term "Contractor" as used herein denotes the firm retained by the FAA to perform and complete the work required by the Contract. The term

"subcontractor" as used herein denotes the person or firm retained by the Contractor to perform a particular unit of work required by the Contractor. Subcontractors shall be required to meet all specifications required of the Contractor.

E. Furnished Material - The term "furnished material" (GFM) as used herein denotes all

Government Furnished Equipment (GFE) and material furnished by the Federal Aviation

Administration. Any and all material not listed, as “Furnished” shall be supplied by the

Contractor.

F. NTP – Notice to Proceed.

G. Provide – In Contract specifications and drawings and means “furnish and install”

H. Quality – Conformance to the requirements established by the contract specifications and drawings.

I. QCP – Quality Control Plan

J. Record Documents – Drawings, Specifications, Addenda, Change Orders and other

Modifications; also approved Shop Drawings, Product Data, Samples, and similar submittals required to be provided by Contractor.

K. Record Drawings – Drawings submitted by Contractor to show the construction of a particular structure or work as actually completed under the Contract.

L. Request for Information (RFI) – The method used by the Subcontractor and Contractor to document and transmit field generated technical issues relating to design and construction of the Project.

M. Schedule of Values – The method used by the Contractor to allocate values to various portions of the Work that, when approved by the FAA, provides the basis for Contractor’s application for payment.

N. Shop Drawings – Specific drawings, schedules, diagrams, and other data prepared for this

Contract by the Contractor, their lower tier subcontractors, manufacturers, suppliers, or distributors, to illustrate a portion of the work.

O. SSSP – Site Specific Safety Plan.

P. Submittal – A submittal is a Contractor's or manufacturer's drawing, brochure, sample, certificate, warranty, or other material which provides detail for construction and quality control of the permanent work and includes deliverables such as schedules, product cut sheets, work procedures, or product samples that are required under the terms of the Contract.

Summary of Work 01 11 00 - 4

Q. Test Plan – A detailed step-by-step procedure for testing major equipment and systems.

R. Test Results – Documentation of specified quality assurance test results.

1.5 Applicable Documents

A. Applicable Documents: All FAA, Military, Federal, and industrial codes or standards, specifications, and contract drawings referenced in this and the following divisions form a part of this specification are applicable only to the extent they were used as a basis of this design. All references to codes, standards, specifications, and construction drawings refer to the latest editions (and any supplements) in effect on the date of the contract.

B. Applicable Publications: The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.

1. Code of Federal Regulations (CFR):

a. OSHA General Industry Safety and Health Standards (29 CFR 1910), OSHA

Construction Industry Standards (29 CFR 1926). OSHA 2202 is a condensed version of 29 CFR 1926. Each is for sale by the Superintendent of

Documents, U.S. Government Printing Office, Washington DC 20402.

b. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

2. Federal Standard

a. Preparation and Submission of FED-STD-313E; Material Safety Data, Transportation Data and Disposal Data for Hazardous Materials Furnished to

Government Activities.

C. Contract Drawings

1.6 Government Furnished Equipment and Material (GFE & GFM)

[Not Applicable]

1.7 Construction Conditions

A. Preconstruction Conference: The Contractor shall attend a preconstruction conference at the time and location specified by the CO. Local procedures related to ingress, egress and security will be discussed. Requirements for material disposal, security and safety will be discussed. Compliance with these procedures while on site is mandatory.

B. Security Investigation: Contractor’s personnel may be subject to security investigation by

FAA. Upon request of the COR, the Contractor shall promptly complete all security forms provided by the COR.

C. Conflict Resolution: The Contractor shall meet standards, specifications, and drawings as specified herein. The specifications and drawings will rule in all cases. Specifications will govern over drawings. In the event of dimensional discrepancies or omissions, the Contractor shall field verify and correct the information, and the COR shall render an interpretation and decision.

D. Inspection:

1. Access for Inspection – The Contractor shall allow the COR complete access to all portions of the work. Portions of the work buried, enclosed, or disguised, will be inspected by the COR before being obscured by the next operation of the Contractor.

In all cases, the COR shall be informed accordingly and given access to the work.

Work obscured before inspection and acceptance by the COR, may, at the option of the COR be opened for inspection at no additional cost to FAA.

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Summary of Work 01 11 00 - 5

2. Joint Acceptance Inspection (JAI) – The COTR shall inspect all work after substantial completion including all materials, tools, and equipment. Such inspection may extend to all or a part of the work for the preparation, fabrication or manufacture of the materials to be used. The COR shall notify the Contractor of any non-compliance with the contract specifications and/or drawings, and may reject workmanship or materials accordingly. After the COR reviews the contract documents and verify the Contractor has completed all required work, a Joint

Acceptance Inspection (JAI), which is a FAA internal approval process, will be held.

E. Existing Utilities: During progress of the work the Contractor shall provide for all existing utilities and services affected, if any. Maintain existing outlets, switches, and lighting, whether or not they are shown on the plans. Continue the existence of all impacted electrical and other services in the building as part of the finished product.

F. Project Coordination: The Contractor shall be required to coordinate his/her construction activities with the FAA through the COR. All work, which affects airfield facilities and equipment, shall be coordinated and approved by FAA personnel through the COR twenty-one (21) days in advance of the scheduled work. Failure to notify and obtain the necessary approval may result in a rescheduling of the work. Weather conditions or Air Traffic operations may preclude a scheduled shutdown of the FAA Facility; the Contractor shall reschedule the work. The Contractor will be required to coordinate all power shutdowns of existing facilities with the FAA, through the COR, twenty-one (21) days in advance. Each shutdown for testing or cut-over shall be limited to off-peak hours, with the facility placed back in service at the end of the workday or as stipulated by the FAA

G. Layout of Work: The Contractor shall field verify all measurements and lay out his/her work from the existing site and shall be responsible for all measurements in connection therewith.

The Contractor shall furnish, at his/her own expense, all templates, equipment, tools, materials, and labor as may be required in laying out any part of the work.

H. Permits, Inspection, Licenses, Certificates: The Contractor shall obtain and pay fees for permits, licenses, or certificates required by Federal, State and City/Town officials as necessary to perform the work, prior to starting construction, and in a timely manner to avoid delays in starting the job. The Contractor shall abide by all requirements dictated by the municipality for such permits without any additional cost.

I. Compliance with Local and Other Codes: The Contractor shall comply with codes and standards, such as the International Building Code, latest edition or local code. Where the requirements of the specifications and/or drawings exceed those codes, the Contractor shall comply with the requirements of the specifications and drawings.

J. Weather Delay: The Contractor shall obtain the approval of the COR each day prior to beginning the next day’s work activity. The COR may suspend all work activity in the event that outdoor weather conditions pose a threat of damage to equipment or the building interior.

K. Temporary Facility: The Contractor shall provide and pay for all temporary services and facilities as specified below and as necessary for the proper and expeditious execution of the work. The Contractor shall make, or have made all connections to existing services and sources of supply as necessary and/or indicated and pay all charges for same. The Contractor shall remove all such temporary installations and connections when no longer necessary for the project work.

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Summary of Work 01 11 00 - 6

1. Temporary Water – The Contractor shall make arrangements to furnish a potable water supply for workers and project work, and pay for all temporary water and services, in accordance with OSHA requirements.

2. Temporary Toilet and Sanitation – The Contractor shall provide ample and suitable on-site sanitary conveniences with proper enclosures for the use of the workers and other personnel employed at the site, in accordance with OSHA requirements.

Locations will be subject to approval from the COR. After completion of the work, such conveniences will be promptly removed from the site.

3. Temporary Light and Power – The Contractor shall arrange for, provide and maintain all temporary electric light and power as required throughout the work. The

Contractor shall pay all costs for the installation and use of such temporary light and power.

a. The Contractor shall furnish, install, connect and maintain all the wiring, sockets, lamps, receptacles, switches, feeders, circuit work, etc. necessary to provide temporary artificial illumination and power as required for the performance of all work covered by these specifications or which may be required for safety and for inspection purposes. Contractor shall provide all power unless coordinated and approved by the FAA and COR that the contractor may use onsite available receptacles.

L. Protection of Existing Vegetation, Improvements and Structures: The Contractor shall take all precautions necessary to protect the existing facilities, equipment, buildings, foundations, vegetation, etc., during construction. Any areas damaged by the Contractor or any subcontractors, will be repaired or replaced to their original conditions by the Contractor at no additional cost to FAA. Repairs will be approved by the COR and will match to original finish. The Contractor shall provide all temporary covers, enclosures, barricades, etc., required to protect the existing facilities.

M. Schedules:

1. Project Schedule – The Contractor shall, within fourteen (14) calendar days from date of award of contract, submit to the CO for approval a practical project schedule. The schedule will show the order in which the Contractor proposes to carry out the work, the date on which he/she shall start the several salient features (including procurement of materials, plant and equipment), night work required including cutovers, and the contemplated dates for completing the work. The schedule shall be in the form of a progress chart of suitable scale to indicate the approximate percentage of work scheduled for completion at any time. The Contractor shall enter on the chart the actual progress at such intervals as directed by the CO. The project schedule shall include milestone schedule for payments. The milestones should be stated with requested reimbursement for each milestone (based upon actual costs, overhead and profit).

2. Progress Schedule – The Contractor, if requested by the CO, shall submit a progress schedule at such intervals as directed by the CO. If the Contractor fails to submit a progress schedule within three (3) business days, the CO may withhold approval of progress payment estimates until the Contractor submits the required progress schedule.

3. Hours of Work - Unless otherwise approved by the COR, all work shall be based on a standard 8 - hour workday unless longer hours have been approved and accomplished between the hours of 6:00 a.m. to 5:00 p.m. daily, except weekends and Federal holidays. No work is allowed on weekends and Federal holidays unless approved by the CO in writing.

Summary of Work 01 11 00 - 7

N. Site Access: Access to the site will be via a pre-determined route identified and agreed upon at the preconstruction conference. All Contractor personnel who do not have a license to drive on the airfield shall wait at the gate for escort. All Contractor personnel who do have a badge that authorizes them to drive on the airfield shall wait at the gate and coordinate with the COR before following procedures to enter and drive on the airfield. The Contractor shall provide all contractor and subcontractor employees working on this project in an aircraft operations area with security badges and/or Contractor Escort required badges to be issued by the airport authority having jurisdiction. Temporary badges shall be issued for personnel that do not have a badge. Under no circumstances shall any personnel enter the airfield without a badge.

O. Special Site Conditions: A 60-day minimum notification is required for an Obstruction

Evaluation/Airport Airspace Analysis if a crane is to be used at the facility.

P. Equipment and Waste Disposal: The Contractor shall provide on-site covered containers for the collection of construction waste materials, debris and rubbish and periodically remove the aforementioned materials from the site. Covers must be closed when not in use to prevent materials from blowing around the airport and causing a hazard to airport operations. Any spillage on access and haul routes will be cleaned up immediately. Disposal location to be determined by the Contractor and approved by the COR. All equipment, materials, spoil, waste and debris removed from the work site and not specified for reuse or identified as salvageable items, or identified as contaminated contents will be disposed of off-site in areas authorized by the applicable County, State and/or Local agencies and in accordance with current rules and regulations governing the disposal of such waste. The Contractor will pay disposal fees and miscellaneous charges. Copies of all documentations of the disposal of any hazardous wastes will be submitted to the COR.

Q. Cleanup: The work site shall be kept clean and orderly during progress of work.

R. Final Cleaning: After final inspection, but before final acceptance of the work, all exterior surfaces of the equipment will be cleaned. All debris will be removed from the general site area.

S. Warranties: See individual specification sections for detailed warranty information.

1.8 Safety

OSHA and FAA safety standards will be enforced. In keeping with such standards, the Contractor shall at a minimum provide:

A. Site Specific Safety Plan (SSSP) – The Contractor shall be required to develop and submit a

SSSP for maintaining a safe work environment for construction workers employed on this project within fourteen (14) calendar days from the contract award. Two (2) copies of the plan shall be submitted to the CO for review and approval. As a minimum, the safety plan shall require weekly "tailgate" meetings, scheduled inspections of equipment which check for potential hazards created by wear, damages, etc. and a statement that the current Occupation

Safety and Health Act (OSHA) regulations on safety in the construction industry, OSHA

Title 29, Part 1910 and Part 1926, as well as FAA safety regulations, are followed. The plan will be used by the COR, who is OSHA trained, to insure that the work is accomplished in accordance with accepted safety practices. NOTE: The COR may stop any operation which is

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Summary of Work 01 11 00 - 8 in violation of the OSHA standards and fails to comply with the SSSP or accepted work practices.

B. First Aid and CPR – At least one (1) employee shall have a current certification in First Aid and Cardio-Pulmonary Resuscitation (CPR) and be on the site at all times. Such employee shall be designated to provide first response medical treatment to site personnel in the event of an accident or other medical emergency. The employee shall not be permitted to work on live electrical circuits or be placed in any other situation, which may endanger or interfere in their ability to provide medical treatment.

C. Trained Personnel – Personnel shall be properly trained in the usage of all equipment for which they will be required to use during the Contract. Documentation or other evidence of training may be requested by the COR at any time. Personnel without adequate training will be prohibited from using such equipment.

D. Safety Data Sheets – The Contractor shall have Safety Data Sheets (SDS) conforming to

Federal Standard 313E, written by the manufacturer, for all materials containing chemicals or other substances which may pose a hazard. One (1) copy of each SDS will be submitted to the CO and one (1) copy of each SDS will be kept on file at the job site at all times. The

Contractor and subcontractors shall be prohibited from handling any material, which does not have an applicable SDS on file at the site until such SDS arrives on site.

E. Safety Equipment – The Contractor shall provide safety equipment including, but not limited to, a Red Cross approved First-Aid kit, an appropriate number of annually inspected, charged, fire extinguishers with the proper NFPA rating and fall protection equipment including the installation of suitable anchor points if none already exist.

F. HAZCOM Program - The Contractor shall have a hazard communications (HAZCOM) program. The Contractor and each subcontractor shall submit a copy of their HAZCOM program as well as a copy of their current OSHA 200 form, if requested.

G. Designated Foreman – When any construction activity is conducted at the site, the presence of a designated, competent, badged contractor’s foreman is required at the job site. The foreman must be qualified and capable of organizing and coordinating all activities of the

Contractor and his subcontractors, and keeping a safe job site.

H. Work Force – The Contractor shall at all times, when construction activities are conducted, have a substantial number of workers for each task to proceed expeditiously and without generating delay, for lack of man-power.

PART 2 – MATERIALS AND EQUIPMENT

2.1 FAA/Government Furnished Equipment/Material

[Not Applicable]

2.2 Contractor Furnished Material/Equipment

A. Material – The Contractor shall furnish all material, equipment and labor to complete the job.

The use of brand names or equal products in this specification does not constitute a requirement that they are the only materials that meet the specifications in this contract

(unless specifically stated as such). They are used as an illustration of known acceptable products.

Summary of Work 01 11 00 - 9

B. Material Deliveries – All material deliveries made under this contract shall be arranged for delivery to the Contractor's material staging area. This area shall be located as determined at the preconstruction conference. Delivery vehicles shall be directed to the material staging area.

C. Storage and Protection – The Contractor, through the COR, shall secure from FAA all necessary clearances for storage areas on site, including any time limitations upon the use of such areas. The storage and protection of Contractor material will be the sole responsibility of the Contractor. The Contractor shall provide at his/her own expense all fencing, shelters and security personnel as may be necessary for the protection of the material and equipment.

PART 3 – EXECUTION

3.1 Work Sequence

A. Work shall be performed in the following sequence:

1. Work pertaining to the structural steel refurbishment shall occur prior to beginning the roof refurbishment work.

2. Any work relating to miscellaneous items can be accomplished at any time.

3.2 Contractor Use of Premises

A. General – During the construction period the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited only by the Government’s right to perform work or to retain other contractors on portions of the Project.

B. Use of the Site – Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated.

1. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Government, the Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Use of the Existing Building/Shelter – Maintain the building/shelter in a weather tight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect existing utilities and structures during construction period.

END OF SECTION 01 11 00

Submittals 01 33 00 - 1

SECTION 01 33 00 – SUBMITTALS

1.1 General

A. Samples, certificates, reports, catalog cuts, letters, shop drawings, etc. required under this specification shall be submitted to the CO and/or Project Engineer. All products specified herein to meet certain published specifications shall have clarifications submitted which state compliance with such specifications. The Contractor shall provide a minimum of ten (10) business days for FAA to review the submittals, unless otherwise noted in the specifications.

Rejection of submittals shall not be grounds for claims by the Contractor.

1.2 Submittal Procedure

A. Three (3) complete sets (to include one reproducible) of all shop drawings and/or product data shall be submitted by the Contractor, with two (2) sets going to the FAA Project Engineer, and one (1) set going to the CO. One set will be marked, approved, and returned to the Contractor by the CO.

B. All submittals shall be accompanied by transmittal letters identifying the contents of the submittal. Transmittal letters shall consist of one original and one copy.

C. Work requiring an approved submittal shall not be initiated prior to approval of that submittal.

D. Submittals from subcontractors shall be reviewed and approved by the Contractor and coordinated with any other work involved before they are transmitted for review. Submittals shall be complete and detailed, and assembled in sets. Incomplete or inadequate descriptions will not be approved.

1.3 Submittal Approval

A. No Exceptions – If “No Exceptions” is marked, proceed as per contract. Each copy of the submittal will be identified as having been received and stamped (or annotated) and dated.

After submittals have been approved, no changes or substitutions will be permitted without written approval by the FAA Project Engineer.

B. No Exceptions, Subject to Correction Notes – If “No Exceptions, Subject to Correction Notes” is marked, resubmit corrections for the record and proceed as per contract. The submittal is satisfactory contingent upon the Contractor’s acceptance of comments and notations. If accepted, re-submittal is not required.

C. Not Released – If “Not Released” is marked, the submittal is unsatisfactory. The Contractor shall resubmit and address the FAA Project Engineer’s comments and notations. The re-submittal must adhere to the original submittal procedures.

D. Rejected – If “Rejected” is marked, the submittal does not meet job requirements and the Contractor must resubmit. If a submittal is rejected, the Contractor shall resubmit the corrected material in the same quantity as specified for the original submittal.

Submittals 01 33 00 - 2

1.4 Substitute Material

A. The Contractor may submit for approval material other than that specified if it meets the following:

1. Meets or exceeds the specifications as determined by Federal Aviation

Administration.

2. Material is available on a timely basis.

3. Substitution of a material shall not obligate Federal Aviation Administration to any additional costs that may be associated with furnishing and installing the substitute material. Substitution submissions shall be clearly marked as such and shall meet the requirements of paragraph 2.1, Submittals. The Contractor shall allow ten (10) business days from date of receipt by the FAA Project Engineer for substitute submission approval.

1.5 Prior to the Notice to Proceed (NTP)

A. Specific submittal data currently listed and required by the various sections of this specification shall be submitted to the COR for approval. However, the following submittal items must be approved by the FAA prior to the Notice to Proceed:

1. Project Schedule

2. Contractor’s Site Specific Safety Plan

3. Contractor’s written certification that no asbestos containing material (ACM) will be provided or installed by the Contractor.

PART 2 – MATERIALS

2.1 Submittals Required

A. Submittals required shall include, but not necessarily be limited to, the following:

1. Safety and Health Requirements – Section 00 80 00

2. Permits, Inspections, Licenses, Certificates - Section 01 11 00

3. Project Schedule – Section 01 11 00

4. Site Specific Safety Plan – Section 01 11 00

5. Safety Data Sheets – Section 01 11 00

6. Lead Based Paint Removal and Disposal Plan – Section 02 41 19

7. Shop Drawings, Product Data, & Erection Procedure – Section 05 12 00

8. Pre-Job Application Report & Roof Inspection Report – Section 07 56 00

9. Product Data & Coating Maintenance Manual – Section 09 96 00

[ Not Applicable]

Submittals 01 33 00 - 3

PART 4 – QUALITY CONTROL

FAA CONSTRUCTION PROJECT SUBMITTAL LOG

Project Name: MVY VOR Roof & Steel Refurbishment Purchase Order No.:

Contractor: Anticipated Completion Date:

Location: Martha’s Vineyard, MA Specification No.:

Facility: VOR

* * * Submittals Due Prior to Notice-to-Proceed for On-Site Construction * * * Item No. Spec Paragraph Description Date Due Date

Received Date

Approved Date

Returned Action/Remarks

1 011100 Para. 1.7H Permits, Inspections, Licenses, Certificates 2 011100 Para. 1.7M Project Schedule 3 011100 Para. 1.8A Site Specific Safety Plan 4 011100 Para. 1.8D Safety Data Sheets (SDS) 5 024119 Para. 1.1B LBP Removal & Disposal Plan 6 051200 Para. 1.3 Shop Drawings, Product Data, Manf. Cert.

7 051200 Para. 1.3D Erection Procedure 8 075600 Para. 1.3 Pre-Job Application Report 9 075600 Para. 1.4 Roof Inspection Report 10 099600 Para. 1.4B Product Data 11 099600 Para. 1.4C Coating Maintenance Manual

* * * Submittals Due Prior to Completion of the Contract * * * Item No. Spec Paragraph Description Date Due Date

Received Date Approved

Date Returned Action/Remarks

008000 Para. 1.6 Safety and Health Requirements 011100 Para. 1.7M Progress Schedule All Applicable Warranties

END OF SECTION 01 33 00

Selective Demolition 02 41 19 - 1

SECTION 02 41 19 – SELECTIVE DEMOLITION

PART 1 – GENERAL

1.1 Section Requirements

A. Comply with EPA regulations and hauling and disposal regulations of authorities having jurisdiction.

B. Lead Based Paint (LBP) has been identified on structural steel members of this facility. The Contractor will be responsible to submit for approval a removal and disposal plan to address the LBP encountered on the structural steel.

PART 2 – PREPARATION

2.1 Preparation

A. Conduct demolition operations and remove debris in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities.

B. Conduct demolition operations to prevent injury to people and damage to adjacent structures or facilities designated to remain.

1. Provide protective measures as required to provide free and safe passage to and from occupied portions of buildings.

2. Provide temporary barricades and other forms of protection as required for safety and security.

3. Provide barriers and appropriate signs when necessary to restrict pedestrians from wandering into construction areas.

4. Provide temporary weather protection during interval between demolition and removal of existing construction on exterior surfaces and installation of new construction to ensure no water leakage or damage occurs to structure or interior areas of existing building.

3.1 Demolition

A. Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

B. Locate, identify, shut off, disconnect, and cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

C. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

D. Provide and maintain shoring, bracing, and structural supports, as required, to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain or construction being demolished.

Selective Demolition 02 41 19 - 2

E. Provide temporary weather protection to prevent water leakage and damage to structure and interior areas.

F. Remove debris from roof or other above-grade location through enclosed chute or bundle and lower by hand or with hoisting device.

G. Promptly remove demolished materials from Owner’s property and legally dispose of them.

Do not burn demolished materials.

END OF SECTION 02 41 19

Structural Steel 05 12 00 - 1

SECTION 05 12 00 – STRUCTURAL STEEL

PART 1 - GENERAL

1.1 Description

A. The work shall consist of:

1. Unloading and erecting structural steel components (e.g. channels, clips, plates, stiffeners, etc.) as shown and described on the drawings and in this specification.

2. Design, supply, fabrication, installation, maintenance and removal of temporary supports to stabilize the structure during removal of existing structural members.

3. Design, supply, delivery, installation, maintenance and removal of erection bracing, temporary wind bracing, lateral stability bracing, longitudinal ties and other temporary works for structural steel channel replacement.

4. Design, supply, fabrication, installation and erection of structural steel components.

1.2 References

A. AISC: American Institute of Steel Construction

1. AISC Steel Construction Manual

B. ASTM: American Society for Testing and Materials

1. ASTM A36 Standard Specification for Carbon Structural Steel

2. ASTM A53/A53M Standard Specification for Pipe, Steel, Black and Hot-

Dipped, Zinc-Coated, Welded and Seamless

3. ASTM A108 Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished

4. ASTM A123/A123M Standard Specification for Zinc (Hot-Dip Galvanized)

Coatings on Iron and Steel Products

5. ASTM A307 Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60,000 PSI Tensile Strength

6. ASTM A325 Standard Specification for Structural Bolts, Steel, Heat

Treated, 120/105 ksi Minimum Tensile Strength

7. ASTM A385 Standard Practice for Providing High-Quality Zinc

Coatings (Hot-Dip)

8. ASTM A490 Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength

9. ASTM A500/A500M Standard Specification for Cold-Formed Welded and

Seamless Carbon Steel Structural Tubing in Rounds and Shapes

10. ASTM A501 Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

C. AWS: American Welding Society

1. AWS A5.1 – Specification for Carbon Steel Electrodes

2. AWS A5.5 – Low Alloy Steel Electrodes for Shielded Arc Welding

3. AWS A5.17 – Specification for Carbon Steel Electrodes and Fluxes for Submerged

Arc Welding

4. AWS A5.18 – Specification for Carbon Steel Electrodes and Rods for Gas Shielded

Arc Welding

5. AWS A5.20 – Carbon Steel Electrodes for Flux Cored Arc Welding

6. AWS A5.23 – Specification for Low Alloy Steel Electrodes and Fluxes for

Submerged Arc Welding

7. AWS A5.28 – Specification for Low Alloy Steel Electrodes and Rods for Gas

Shielded Arc Welding

Structural Steel 05 12 00 - 2

8. AWS A5.29 – Specification for Low Alloy Steel Electrodes for Flux Cored Arc Welding

9. AWS D1.1 – Structural Welding Code – Steel, 2010

1.3 Submittals

A. Shop Drawings: Submit details and schedules for fabrication of structural steel components.

B. Product Data:…