06A1 Specs FPR ATCT Waterproofing.pdf

FPR ATCT, Fort Pierce, FL

ATCT WATERPROOFING UPGRADES

TECHNICAL SPECIFICATIONS

ATCT

WATERPROOFING

UPGRADES

JANUARY 2022

TREASURE COAST AIRPORT

AIR TRAFFIC CONTROL TOWER

FORT PIERCE, FL

THIS PAGE INTENTIONALLY LEFT BLANK

FPR ATCT, Fort Pierce, FL ATCT WATERPROOFING UPGRADES

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 19 SELECTIVE BUILDING DEMOLITION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 41 00 METAL WALL PANELS

07 54 19 ADHERED THERMOPLASTIC MEMBRANE ROOFING

07 56 00 FLUID APPLIED ROOFING

Appendices:

Appendix A: Project Site Location Appendix B: Site Pictures

List of Attachments:

1. FPR-21000605-G001 – Cover Sheet

2. FPR-21000605-G002 – Index Sheet

3. FPR-21000605-G003 – General Notes

4. FPR-21000605-A001 – Tower Elevations and Catwalk

5. FPR-21000605-A002 – Architectural Details

6. FPR-21000605-C001 – Site Layout

01 10 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS AND ACCESS

01 31 00 PROJECT COORDINATION

01 32 16 CONSTRUCTION SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES

01 74 23 FINAL CLEANING

01 77 00 CLOSEOUT PROCEDURES

01 78 00 CONTRACT CLOSEOUT SUBMITTALS

ATCT ROOF &WATERPROOFING UPGRADES

ATCT ROOF & WATERPROOFING UPGRADES

SUMMARY OF WORK 01 10 00 - 5

01 10 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SCOPE OF WORK:

A. These specifications cover the requirements of the Federal Aviation Administration (FAA) for work associated with the Roof &Waterproofing Upgrades Project serving the Airport Traffic Control Tower (ATCT) facilities at the Fort Pierce, FL Treasure Coast Airport. The work includes, but is not limited to, furnishing and installing all labor, materials, supplies, and equipment necessary as described in the specifications and drawings.

B. Address of the ATCT is 3300 Hammond Rd, Fort Pierce, FL 34946, St. Lucie County, Florida and is shown in Appendix A.

C. The contractor must provide and secure all labor, material, equipment, tools, transportation, and supplies required to complete the work in accordance with the plans, specifications, and terms of the contract.

D. The work under this contract includes the following

1. Removing and replacing the metal panels above and below the Air Traffic Control Cab windows.

2. Installing new flashing above the cab windows.

3. Removing and replacing the sealant at all joints around the cab windows.

4. Removing and replacing the sealant at all joints on the cab parapet wall and all equipment installed and adjacent to the cab parapet wall.

5. Removing and resealing the sealant on the 2nd and 5th floor windows on the northwest side of the Air Traffic Control Tower.

6. Removing rust and patching and painting the damaged section of the metal panels on the southwest of the Air Traffic Control Tower at the first/second floor.

7. Removing and replacing the PVC coated metal coping on the parapet wall and installing new pipe flashing at all pipe penetrations.

8. Removing and replacing a new roof hatch and roof hatch guardrail system.

9. Patching roofing membrane around new roof hatch.

10. Providing and installing a new pull down stair system to replace the existing.

11. Relevel cab catwalk by removing existing coatings, grinding concrete and placing mortar to provide proper drainage away from the cab. Provide a new finish using low VOC concrete primer and fluid applied membrane.

12. All demolished material must be assumed to contain asbestos and lead based paint. Contractor must demolish and dispose of all materials legally and obtain any necessary permits.

SUMMARY OF WORK 01 10 00 - 6

1.2 DIVISION OF SPECIFICATIONS:

A. These specifications are divided for convenience into sections as set forth in the table of contents. The items of work listed under each section are given for convenience and must not be construed as a comprehensive list of items necessary to complete the work of any section.

1.3 STANDARD REFERENCES:

A. Military, Federal, and Society Institutes and Associations, standards, specifications and codes, of the issues in effect on the date of the Request for Offer, form a part of this specification and are applicable to the extent specified in each specification section.

1.4 REQUIRED PERMITS:

A. Contractor must receive all permits necessary to be in compliance with national, state and local building codes and requirements in effect on the date of this solicitation or as specified in each section of this specification.

B. Asbestos removal permits

C. 7460 Obstruction Evaluation – FAA has received approval for an obstruction evaluation for a crane or aerial lift to operate up to 20’ above the ATCT. Contractor shall notify the FAA 7 days prior to any obstruction to allow the FAA to submit any NOTAMs.

D. Hot work permit – Contractor shall submit an internal FAA hot work permit if any work requires welding or spark producing grinding/cutting.

PART 2 - PRODUCTS – NOT USED.

PART 3 - EXECUTION – NOT USED.

END OF SECTION 01 10 00

SUMMARY OF WORK 01 10 00 - 7

WORK RESTRICTIONS AND ACCESS 01 14 00 -1

SECTION 01 14 00

WORK RESTRICTIONS AND ACCESS

1.1 SUMMARY:

A. This section includes the restrictions that affect construction operations, the use of premises, and acceptance of existing conditions.

1.2 SITE INSPECTION:

A. The Contractor must carefully examine the premises to determine the extent of work and the conditions under which it must be done.

1.3 CONSTRUCTION LIMITS AND ACCESS:

A. Personnel List: Contractor's personnel will be subject to security investigation by the FAA.

Upon request from the COR, the Contractor must promptly complete all security forms provided for this purpose.

1.4 USE OF PREMISES:

A. The Contractor must have limited use of the premises within the construction limits for the execution of work, subject to work hour restrictions as detailed below. The Contractor must assume full responsibility for the protection and safekeeping of products stored on the site. The Contractor and his subcontractors must maintain the job site in a neat and orderly condition. This includes the daily removal of rubbish, waste, tools, equipment, and materials not required for the work in progress. Do not disturb portions of the site beyond the areas in which the work is indicated. Repair damage caused by construction operations. Take all precautions necessary to protect the building during the construction period and delivery.

B. 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. Hours of Operation: The ATCT hours of operation are 7:00AM – 9:00 PM. The Contractor must coordinate all construction activities with COR so as to eliminate impacts that would adversely impact the functions of the Air Traffic Controllers. To preclude adversely effecting air traffic operations, it is anticipated that a majority of the construction activities will have to be accomplished at night. Night work must be conducted from 9 PM – 6AM for specific tasks as noted below and as directed by the FAA COR.

WORK RESTRICTIONS AND ACCESS 01 14 00 -2

Expected night work activities are as follows:

• Any activity which will obstruct any portion of the air traffic controller’s view, of the runway side of the airfield, must be done between 11PM and 6AM.

• Activities that are excessively noisy such as cutting / grinding for an extended period of time.

• Replacement of the roof hatch and associated materials.

• Existing grating demolition / removal unless sections can be unbolted and removed in sections (no cutting / grinding during the day).

• Replacement of the insulated metal panels.

• Installation of the new metal ladder.

• Other activities as directed by the COR.

D. Should increased traffic activity or adverse weather conditions require discontinuance of work that would interfere with air traffic, the Contractor will be required to stop such work promptly and remove any equipment or materials which may constitute interference.

PART 2 - PRODUCTS – (Not used).

PART 3 - EXECUTION – (Not used).

END OF SECTION 01 14 00

PROJECT COORDINATION 01 31 00 -1

01 31 00

PROJECT MANAGEMENT AND COORDINATION

1.1 SUMMARY

A. This Section describes the requirements for the Contractor's administration of its subcontractors. It also describes the administrative and supervisory requirements necessary for coordinating various parts of this Work under this Contract including, but not necessarily limited to, the following:

1. Project Coordination.

2. Project Manager.

3. Document Control.

4. Administrative Procedures.

5. Conservation.

6. Order of Precedence.

7. Coordination Drawings.

8. Meetings.

1.2 PROJECT COORDINATION

A. Division of Work: It is the Contractor's sole responsibility to divide the Work among the subcontractors. The Contractor is responsible for the coordination of all trades used on the Project.

B. The Contractor must resolve all coordination conflicts that arise among its subcontractors.

C. The division of the Contract Document into areas of similar types of work is not intended to represent a division of work between trades or subcontractors, but merely for convenience in reading specifications and Drawings. Separation of Specifications into sections or representation of like work on the Drawings must not make the Government an arbiter to establish subcontract limits between the Contractor and subcontractors, or between different trades and subcontractors.

D. Coordinate construction operations to assure efficient and orderly installation of each part of the work.

Coordinate construction operations included under different sections that depend on each other for proper installation, connection and operation.

E. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

F. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair. Make provisions to accommodate items scheduled for later installation.

PROJECT COORDINATION 01 31 00 -2

G. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. Prepare similar memoranda for the Contracting Officer and separate contractors where coordination of their work is required.

1.3 PROJECT MANAGER

A. The Contractor must furnish the services of one of his/her administrative employees, entitled the

Project Manager for this Project, whose responsibilities are to coordinate and expedite all phases of the Work required for the Project to ensure that the construction schedule is developed properly in complete accordance with this Specification and subsequently maintained.

B. The Project Manager must attend all meetings between the Contractor and the FAA, the Contractor and his subcontractors, and any other meetings, which affect the process of the job. The Project Manager must be knowledgeable of the status of all parts of the Work throughout the length of the Contract.

1.4 ADMINISTRATIVE PROCEDURES

A. Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Tracking changes.

5. Progress meetings.

6. Project closeout activities.

1.5 CONSERVATION

A. Coordinate construction work to assure that operations are carried out with consideration given to conservation of energy, water, and materials. Salvage materials and equipment involved in performance of, but not actually incorporated in, the work.

1.6 ORDER OF PRECEDENCE

A. Coordinate work in a manner to avoid conflicts or interference between trades. Layout work in advance of installation to ascertain location of various systems and arrangement of ductwork, piping, conduit and equipment. Coordinate work and take action as necessary to avoid conflicts between the work of the various trades. Establish the exact locations of equipment based on actual dimensions of the items furnished.

1.7 PRECONSTRUCTION CONFERENCE

PROJECT COORDINATION 01 31 00 -3

A. Attendees: It will be mandatory that the contractor or his/her designated representative(s) attend the preconstruction meeting. It is suggested that the contractor’s major subcontractor’s representatives also attend.

B. Agenda: The agenda for the conference will be set by the Contracting Officer and will involve a review of the various contract requirements in addition to the following:

1. Detailed procedures for the administration of the project.

2. Identification of the Government Resident Engineer and the contractor’s superintendent(s).

3. Procedures for processing pay requests.

4. Procedures for handling of submittals.

5. Requirements and procedures for preparing and submitting construction schedule and progress reports.

6. Procedures for EEO compliance.

7. Contractor’s access and staging plan.

8. Working hours.

9. Work by others

1.8 SCHEDULES

A. The preparation and submission of schedules must be in accordance with Section 01 32 16, Construction Progress Schedule.

B. At each weekly construction meeting, or if a meeting is not held, at a day designated by the COR, the Contractor must be required to produce and submit to the FAA a detailed work plan, which clearly shows the work planned for the two (2) week period to immediately follow. The two-week schedule should be formatted in the same manner as the final baseline project schedule. It should contain a column with the activity descriptions down the left side of the page, and a bar-chart format for the activities. The schedule should be clearly titled and dated on the bottom of the sheet.

1.9 WORKERS AND VISITORS LOG

A. The Contractor must submit a daily record of all personnel on site to the COR. All visitors to the job site must be required to check in with the Contractor’s superintendent.

1.10 CODE COMPLIANCE

PROJECT COORDINATION 01 31 00 -4

A. Perform the construction in compliance with the most current editions of the IBC Building Codes, and the Specifications and Drawings. If Contract Documents exceed code requirements, the Contract Documents must govern.

PART 2 - PRODUCTS (NOT USED.)

PART 3 - EXECUTION (NOT USED.)

**END OF SECTION**

PROJECT COORDINATION 01 31 00 -5

CONSTRUCTION SCHEDULE 01 32 16 -6

01 32 16

CONSTRUCTION PROGRESS SCHEDULE

1.1 SUMMARY

A. To assure adequate planning and execution of the Work so that the Work is completed within the number of calendar days allowed in the Contract, and to assist the COR in appraising the reasonableness of the proposed schedule and in evaluating progress of the Work, prepare and maintain the schedules and reports described in this Section.

1.2 SUBMITTALS

A. The scheduling of construction is the responsibility of the Contractor. As such, the Contractor must, within ten (10) days after award, but before any work is performed, prepare and submit to the COR for approval a practicable critical path method work schedule (Gantt chart).

B. This work schedule must show the order in which the Contractor proposes to carry out the work. The schedule must clearly identify the activities on the Critical Path. The work schedule may indicate a shorter contract completion time than required, but may not indicate a longer contract time.

C. This schedule must be updated at least monthly.

D. The Contractor must, on a weekly basis, submit a 2-week “look ahead” schedule for the COR’s review. These “look ahead” schedules must be consistent with the overall baseline CPM schedule and must clearly identify all work activities planned to be performed during the next two weeks. Identify any work planned to be performed during the night shift.

PART 2 - PRODUCTS (Not used)

PART 3 - EXECUTION

3.1 CHANGES

1. When changes in the work are necessary, the Contractor must submit revisions to the CPM schedule for all activities affected by the changes.

END OF SECTION 01 32 16

SUBMITTAL PROCEDURES 01 33 00 -1

01 33 00

SUBMITTAL PROCEDURES

A. This section describes the requirements for submittal of shop drawings, product data, samples, warranties, certificates, test reports, operations/maintenance instructions, and parts lists as required by the Contract Documents. The submittals required by this contract are further described under each individual section of this specification. This section also covers the requirements for the submission of requests for substitutes in materials and/or construction methods.

1.2 DEFINITION:

A. The term "submittal" refers to shop drawings, product data, samples, certificates, test reports, installation procedures, operation and maintenance instructions and additional data presented by the Contractor for review and approval by the Government

1.3 GENERAL REQUIREMENTS:

A. The following requirements will apply to all required submittals unless otherwise noted:

1. Where submittals show more than one item, the Contractor must indicate by highliting, bolding, circling or by arrows, the specific item or items being submitted for review and approval.

2. Schedule: Within days after award of contract, the Contractor must develop for review and approval by the FAA, a list and schedule of submission for all submittals required by the various sections of this specification. Once approved, the Contractor must maintain the status of the submittal list to track when the submittals were submitted, when returned and current status. This list is not to be considered final, the FAA can request additional submittals on materials used, components or the design. The Contractor must also add these items to the submittal list and track their status.

3. Number of copies: Submittals must be provided in electronic format (pdf) via email to the CO and COR . One (1) copy of each submittal (or the number of copies required by individual section for color charts) must be submitted. One (1) copy will be returned to the Contractor.

4. Time for approval: All submittals must be approved prior to the incorporation of the materials, equipment, or technique they represent, into the work. Time necessary for Government approval or disapproval of submittals must be 14 calendar days after receipt of the item. After a submittal has been approved, no substitutions will be permitted without written approval.

5. Transmittal form: When making a submittal, the Contractor must use the form at the end of this section or the company’s standard transmittal form.

6. Sequentially number transmittal forms and file names. Re-submittals must have original number with a suffix. Acceptable form of number is SS SS SS-N NN-T DES where:

a. SS SS SS indicates 6 digit specification section number.

b. N NN indicates paragraph number for different submittals for that specification section.

c. T indicates the number of times that submittal has been made.

d. DES indicates the description of the item.

7. Certification: The Contractor must check each submittal prior to submission for conformance to the Contract Documents. The Contractor must certify that all contractual

SUBMITTAL PROCEDURES 01 33 00 -2

requirements have been met. This certification must be written, stamped or printed on each submittal prior to submitting and must be as follows:

I certify that I have checked these documents and that, to the best of my knowledge, they are in complete compliance with the Contract Documents.

Company Name Date By

8. Incomplete submittal: Should the Contractor omit items from his submittal he is not relieved from furnishing the same, even though submittal is approved.

9. Approved as Submitted: If “Approved as Submitted” is marked, the submittal is satisfactory.

After submittal has been approved, no substitution will be permitted without written approval.

10. Approved as Noted: If “Approved as Noted” is marked by the COR, the submittal is satisfactory contingent upon Contractor acceptance of corrections or notations, or both and, if accepted, does not require resubmittal. After submittal has been approved, no substitutions will be permitted without written approval.

11. Approved as Noted, Resubmittal Required: If “Approved as Noted, Resubmittal Required” is marked by the COR, the submittal is satisfactory contingent upon recommended corrections and must be resubmitted within 5 calendar days for final approval.

12. Disapproved: If “Disapproved” is noted by the COR, the submittal does not meet the contract requirements and the Contractor must resubmit within 5 calendar days. The Contractor must resubmit in the same quantity, including reproducibles, as specified in the original submittals, for approval. The approval of resubmittals will require 14 calendar days after receipt of the item.

Make all corrections required by the COR and indicate all corrections with a revision symbol and revised date. This resubmittal process must continue until submittal has been approved.

13. Limitation of approvals: The checking, marking or approval of the shop drawings and/or product data by the COR must not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory. Approval will not relieve the Contractor of the responsibility for any error that may exist. The Contractor is responsible for the dimensions and design of adequate connections, details, and satisfactory construction of all work.

1.4 SUBSTITUTION PROCEDURES:

A. Formal requests for substitution must be made only when the Contractor has investigated the proposed product and has determined that it will be equal to or superior in all respects to that specified.

Warranties or bonds for accepted substitutes must be provided as they would be for the original product specified. Coordinate installation of accepted substitutes into work complete in all respects; ensure that cost data is complete including all related costs.

B. Submit each substitution request separately, supported with the following information:

14. Complete data substantiating compliance of proposed substitution with requirements stated in

Contract Documents. This must include: product identification, including manufacturer's name and address; manufacturer's literature identifying product description, reference standards, performance and test data; samples, as applicable; names and addresses of similar projects where product has been used, and dates of installation.

15. Itemized comparison of proposed substitution with product specified, listing significant variations.

16. Data relating to changes in construction schedule.

SUBMITTAL PROCEDURES 01 33 00 -3

17. List of changes required in other work or products.

18. Accurate cost data comparing proposed substitution with product specified including any net change to contract sum.

19. Designation of required license fees or royalties.

20. Designation of availability of maintenance services, and sources of replacement materials.

C. Without a formal request from the Contractor, substitutions will not be approved when indicated or implied on shop drawings or product data submittals, or are requested directly by a subcontractor or supplier. Acceptance may require substantial revision of contract stipulations. Do not order or install substitute products without written approval from the Contracting Officer.

1.5 SHOP DRAWINGS:

A. As used in this Section, shop drawings must be defined as drawings, schedules, diagrams, and other data prepared specifically for this Contract, by the Contractor or through the Contractor by way of a subcontractor, manufacturer, supplier, distributor, or other lower tier Contractor, to illustrate a portion of the work.

B. Requirements: All connections necessary to complete the work under this contract must be detailed and completed in a satisfactory method by the Contractor. This must apply with equal force to items not shown or specified, but necessary to make indicated or specified connections or modifications to existing work and connection for any future installation indicated on the drawings or specified. All parts detailed by the Contractor must be strong enough to withstand, without excessive deflection, any loads or pressures to which they are likely to be subjected to develop the strength of the members connected. In no case must the construction be inferior in any manner to that required by the contract documents. Details must be identified by reference to sheet and detail, schedule or room numbers shown on contract drawings. Indicate gauge or thickness, anchors and fastening types, and sizes of all items to be fabricated. Describe finish, method of application for all materials.

C. Verification: Prior to fabrication of materials, verify all field measurements and submit all shop drawings required by the technical specifications so as not to cause any delay in the work.

D. Equipment clearances: Do not proceed with any construction that may be affected in any manner by machinery and equipment until submission and approval of shop and erection drawings, schedules, and equipment layouts showing all components with dimensions and necessary clearances.

E. Related work: In indicating or describing the work and materials for related work in the submittals, the term "by others" is not acceptable. The specific installers and trades to furnish and install such related work must be clearly noted by name or description; where such name or description is missing, it must be understood and agreed that the Contractor is to furnish and install such related work.

1.6 SAMPLES:

A. As used in this Section, samples are defined as physical examples of products, materials, equipment, assemblies, or workmanship, physically identical to a portion of the work, illustrating a portion of the work or establishing standards for evaluating the appearance of the finished work or both. Samples of all materials to be installed in the same room must be submitted at the same time (i.e. paint and carpet).

B. Quantities: Unless otherwise specified or directed, submit two (2) samples.

SUBMITTAL PROCEDURES 01 33 00 -4

C. Identification: Label or tag each sample or set of samples, identifying the sample's name and quality, manufacturer's name and address, brand name, catalog number, project title, Contractor's name, date, and intended use.

D. Colors, patterns and textures: For items required to be of selected and approved colors, patterns, textures, or other finish requirements, obtain instructions from the COR and submit sufficient samples to show the range of shades, tones, values, patterns textures, or other features corresponding to the instructions. Submit color samples of field-applied paint materials.

E. Approved samples: Approved samples may be incorporated in the job if approved. The Contractor must state his request to use a sample in the construction on the submittal transmittal form.

1.7 CATALOG DATA:

A. As used in this Section, catalog data consists of reprinted material such as illustrations, standard schedules, performance, charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate a portion of the work, but not prepared exclusively for this Contract.

B. Requirements: Furnish catalog and technical data for all products, items of machinery and equipment covered under the Contract Documents. This must include all Contractor furnished manufactured items.

C. Preparation: All catalog data must be submitted using the following directions. Clearly mark or highlight each copy to identify pertinent products or models the Contractor intends to use. If the submittal is not clearly marked by the Contractor regarding the data indicated above, the submittal will be disapproved and returned.

D. Drawings: Catalog data submittal must not be construed as relieving the Contractor of the responsibility for submitting complete drawings and schedules; however, standard machinery and equipment need not be detailed, but all sizes, supports, connections, and clearances must be indicated and detailed.

E. Manufacturer's instructions: Where installation of work is required to be in accordance with the product manufacturer's directions, the Contractor must obtain and distribute the necessary copies of the directions 7 calendar days prior to installation.

1.8 CERTIFICATES:

A. Assemble certificates of compliance, executed by each of the respective makers, suppliers, and subcontractors. Provide complete information for each item to certify compliance with contract documents: Product or work item, firm with name of principal and scope of compliance.

1.9 TEST REPORTS:

A. Promptly submit a written report of each test and inspection containing the following information:

1. Date issued.

2. Project title and number.

3. Testing laboratory name, address and telephone number.

4. Name and signature of laboratory inspector.

SUBMITTAL PROCEDURES 01 33 00 -5

5. Date and time of sampling or inspection.

6. Record of temperature and weather conditions.

7. Date of test.

8. Identification of product and Specification.

9. Location of sample or test in the project.

10. Type of inspection test.

11. Results of tests and compliance with Contract Document.

12. Interpretation of test results, when requested by the COR.

1.10 WARRANTIES/GUARANTEES

A. Assemble warranties executed by each of the respective manufactures, suppliers, and Sub-contractors into a Warranty Book and provide a table of contents.

B. Provide two (2) original signed copies of each document.

C. Provide the following information for each item:

1. Product or work item

2. Firm, with name of principal, their address and telephone number

3. Scope

4. Date of effect of warranty

5. Duration of warranty

6. Provide information for owner’s personnel:

a. Proper procedure to invoke the warranty in case of failure.

b. Instances which might affect the validity of the warranty.

7. Contractor, name of responsible principal, address and telephone number.

8. Subcontractor, name of responsible principal, address and telephone number.

PART 2 - PRODUCTS --NOT USED.

PART 3 - EXECUTION --NOT USED.

*** END OF SECTION ***

SUBMITTAL PROCEDURES 01 33 00 -6

MATERIAL APPROVAL SUBMITTAL

TO

Federal Aviation Administration

FROM (CONTRACTOR)

Company Name Street Address City, State, Zip Code

DATE

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

New Resubmittal

PREVIOUS SUBMISSION NUMBER PROJECT TITLE/DESCRIPTION

TO BE COMPLETED BY CONTRACTOR FOR GOVT USE ONLY

File Name Specification section/para no/drawing no

Description of material (include type, model no., catalog no., mfg., etc) ACTION

CODE

SEE

REVERSE

INITIAL

I certify that I have checked these documents and that, to the best of my knowledge, they are in complete compliance with the Contract Documents.

TYPED OR PRINTED NAME AND TITLE SIGNATURE DATE

MM/DD/YYYY

FOR GOVT USE ONLY

TO CONTRACTING OFFICER’S TECHNICAL REPRESENTATIVE

RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE

REVERSE SIDE

TYPED OR PRINTED NAME AND TITLE SIGNATURE DATE

TO CONTRACTOR

APPROVED DISAPPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE.

REQUIRED

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW.

TYPED OR PRINTED NAME AND GRADE SIGNATURE DATE

ACTION CODES: The following action codes are given to items submitted: (A code letter will be inserted for each item section above)

APP-APPROVED AS SUBMITTED R-WILL BE RETURNED BY SEPARATE CORRESPONDENCE

AAN-APPROVED, EXCEPT AS NOTED ON DRAWINGS DIS-DISSAPPROVED, SEE REVERSE SIDE OF SHEET

RESUBMITION NOT REQUIRED RESUBMISSION REQUIRED

ANR-APPROVED, EXCEPT AS NOTED ON DRAWINGS, REFER TO

REVERSE SIDE OF SHEET, RESUBMISSION REQUIRED.

NOTE: Approval of items does not relieve the contractor from complying with all the requirements of the contract plans and specifications.

HEALTH, SAFETY, AND EMERGENCY RESPONSE 01 35 29 -1

01 35 29

HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES

1.1 REFERENCES: The publications listed below form a part of this specification to the extent referenced. The publications listed below are referenced as the latest edition published as of the date of this document. The publications are referred to within the text by the basic designation only.

A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1. ANSI A10.32 Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

2. ANSI Z359.1 Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

3. ANSI/ASSE A10.34 Protection of the Public on or Adjacent to Construction Sites

B. ASME INTERNATIONAL (ASME)

1. ASME B30.22 Articulating Boom Cranes

2. ASME B30.5 Mobile and Locomotive Cranes

C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1. NFPA 10 Portable Fire Extinguishers

2. NFPA 70E Electrical Safety in the Workplace

D. U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

1. 29 CFR 1910 Occupational Safety and Health Standards

2. 29 CFR 1926 Safety and Health Regulations for Construction

E. FEDERAL AVIATION ADMINSTRATION (FAA)

1. Order 3900.19BOccupational Safety and Health Program

2. ESA Safety Memo Safety Requirements for Welding, Cutting, and Brazing Activities

1.2 SUBMITTALS: The following must be submitted in accordance with Section 01 33 00 Submittal

Procedures:

A. Preconstruction Submittals

1. Accident Prevention Plan (APP)

2. Fire Prevention Plan (FPP)

3. Activity Hazard Analysis (AHA)

4. Crane Lift Plan

5. Proof of qualification for Crane Operators

6. List of Competent Persons

B. Reports: Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

1. Accident Reports

2. Crane Reports

3. Regulatory Citations and Violations https://ksn2.faa.gov/ajw/es1/Documents%20and%20Settings/karen%20yeung/REFDATA/DRAWINGS/FY%202006%20Terminal%20Facilities%20Standard%20Designs/C%20%20Master%20Specification/A%20%20%20Word/01330.sec

HEALTH, SAFETY, AND EMERGENCY RESPONSE 01 35 29 -2

C. Certificates

1. Hot work permit

2. Crane and aerial lift obstruction permit

2.1 The FAA has an approved 7460 obstruction evaluation permit. The contractor must notify the FAA with 7 days’ notice of any crane or aerial lift work so that the FAA can submit the proper NOTAMs.

1.3 DEFINITIONS

A. Competent Person: A person who has the education and/or experience to identify hazardous or dangerous conditions and has the authority to take prompt corrective measures to eliminate the hazards.

B. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

C. Operating Envelope. The area surrounding any crane. Inside this "envelope" is the crane, the operator, riggers and crane walkers, rigging gear between the hook and the load, the load and the crane's supporting structure (ground, rail, etc.).

D. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

1. Death, regardless of the time between the injury and death, or the length of the illness

2. Days away from work (any time lost after day of injury/illness onset)

3. Restricted work

4. Transfer to another job

5. Medical treatment beyond first aid

6. Loss of consciousness

7. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) above.

1.4 REGULATORY REQUIREMENTS

A. In addition to the detailed requirements included in the provisions of this contract, work performed must comply with all FAA standards, and the following federal, state, and local regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements must apply.

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

A. Personnel Qualifications: Site Safety and Health Officer (SSHO) Site Safety and Health Officer (SSHO) must be provided at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. This person must have the education and/or experience to perform such duties.

HEALTH, SAFETY, AND EMERGENCY RESPONSE 01 35 29 -3

1. Crane Operators: Crane operators must meet the all Federal, State, Local and Manufacturer’s requirements to operate the crane on site. Proof of current qualification must be submitted before crane operation.

B. Personnel Duties: Site Safety and Health Officer (SSHO)/Superintendent

1. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Safety inspection logs must be attached to the Contractors' report.

2. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

3. Maintain applicable safety reference material on the job site.

4. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

5. Implement and enforce accepted APPS and AHAs.

6. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. A list of unresolved safety and health deficiencies must be posted on the safety bulletin board.

7. Ensure sub-contractor compliance with safety and health requirements.

C. Failure to perform the above duties will result in dismissal of the superintendent and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement.

D. Meetings

1. Pre-construction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the development of the APP.

b. The Contractor must discuss the details of the submitted APP to include incorporated plans, programs, and procedures.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor must revise the plan to correct deficiencies and re-submit it for acceptance. Work must not begin until there is an accepted APP.

2. Safety Meetings

a. Must be conducted and documented. Minutes showing contract title, signatures of attendees and a list of topics discussed must be attached to the Contractors' report.

1.6 ACCIDENT PREVENTION PLAN (APP)

A. The Contractor must use a qualified person to prepare the written site-specific APP. Specific requirements for some of the APP elements are described below. The APP must be job specific and must address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and health program. Any portions of the Contractor's over all safety and health program referenced in the APP must be included in the applicable APP element and made site specific. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for non-compliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP must be signed by the person and firm preparing the APP, the Contractor, the on-site superintendent, the designated site safety health officer.

HEALTH, SAFETY, AND EMERGENCY RESPONSE 01 35 29 -4

1. Once approved by the Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified.

2. Once work begins, changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan to remove the hazard. Notify the Contracting Officer within 24 hours of discovery.

Eliminate/remove the hazard. In the interim, all necessary action must be taken to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public and the environment.

3. Copies of the approved plan will be maintained at the job site. The APP must be continuously reviewed and amended, as necessary, throughout the life of the contract. Unusual or high-hazard activities not identified in the original APP must be incorporated in the plan as they are discovered.

B. APP Requirements

1. Names and qualifications (resumes including education, training, experience and certifications) of all site safety and health personnel designated to perform work on this project to include the designated site safety and health officer and other competent and qualified personnel to be used such as CSPs, CIHs, STSs, CHSTs. The duties of each position must be specified.

2. Qualifications of competent and of qualified persons. Competent persons must be designated and qualifications submitted as the project requires. Some of the following are major areas where competent persons are required: excavation; scaffolding; fall protection; hazardous energy;

confined space; health hazard recognition, evaluation and control of chemical, physical and biological agents; personal protective equipment and clothing to include selection, use and maintenance.

3. Crane Critical Lift Plan. Prepare and sign weight handling critical lift plans for lifts over 75 percent of the capacity of the crane or hoist (or lifts over 50 percent of the capacity of a barge mounted mobile crane's hoists) at any radius of lift; lifts involving more than one crane or hoist;

lifts of personnel; and lifts involving non-routine rigging or operation, sensitive equipment, or unusual safety risks. For lifts of personnel, the plan must demonstrate compliance with the requirements of 29 CFR 1926.550(g).

4. Fall Protection and Prevention (FP&P) Plan. The plan must be site specific and address all fall hazards in the work place and during different phases of construction. It must address how to protect and prevent workers from falling to lower levels when they are exposed to fall hazards above 1.8 m (6 feet).

5. Fire Prevention Plan (FPP). The plan must be site specific and address all fire hazards that may be associated with the construction. All flammable and combustible material brought into the facility must be identified and a plan for storage and usage must be submitted. The contractor must provide their own fire extinguisher for this project. All fire extinguishers must have up to date testing and inspections. All processes that may be a fire hazard must be identified and a plan must be submitted before work. All work must be performed per local fire regulations and the authority having jurisdiction (e.g. Fire Marmust). Any work affecting the fire alarm system must be approved by the COR and coordinated with the local authority having jurisdiction.

HEALTH, SAFETY, AND EMERGENCY RESPONSE 01 35 29 -5

1.7 DISPLAY OF SAFETY INFORMATION

A. Before work commencement, erect a safety bulletin board at the job site. The safety bulletin board must include information and be maintained as required by OSHA including OSHA posters, and emergency numbers and facilities. Any permits or sample results requiring posting may be included on this board. The location of the board must be coordinated by the COR.

1.8 SITE SAFETY REFERENCE MATERIALS

A. Maintain safety-related references applicable to the project, including those listed in the article "References”. Maintain applicable equipment manufacturer's manuals.

1.9 EMERGENCY MEDICAL TREATMENT

A. Contractors will arrange for their own emergency medical treatment. Government has no responsibility to provide emergency medical treatment. Emergency numbers and directions to nearest emergency medical facilities must be posted on the safety bulletin board.

1.10 REPORTS

A. Accident Notification and Reports: Notify the COR as soon as practical after any accident meeting the definition of Recordable Injuries or Illnesses, property damage equal to or greater than $2,000, or any weight handling equipment accident. Provide a report to the FAA with information including con-tractor name; contract title; type of contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any;

extent of injury, if known, brief description of accident (to include type of construction equipment used, PPE used, etc.) and root cause of accident.

B. Certificate of Compliance: The Contractor must provide a Certificate of Compliance for each crane entering an activity under this contract. Certificate must state that the crane and rigging gear meet applicable OSHA regulations and any manufacturer’s recommendations (with the Contractor citing which OSHA regulations are applicable, e.g., cranes used in construction, demolition, or maintenance must comply with 29 CFR 1926.) Certify on the Certificate of Compliance that the crane operator(s) is qualified and trained in the operation of the crane to be used

PART 2 - PRODUCTS- NOT USED

HEALTH, SAFETY, AND EMERGENCY RESPONSE 01 35 29 -6

3.1 CONSTRUCTION AND/OR OTHER WORK

A. The Contractor must comply with the APP, the AHA, Federal and/or State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard must prevail.

1. Hazardous Material Use: Each hazardous material must receive approval prior to being brought onto the job site or prior to any other use in connection with this contract. Allow a minimum of 10 working days for processing of the request for use of a hazardous material. All hazardous material brought to the site by the contractor for use on the project must be dispose of by the contractor after its use. No hazardous material must be left on site unless it is an integral part of the finish product or at the written request of the COR.

2. Hazardous Material Exclusions: Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation as well as materials which contain asbestos, mercury or polychlorinated biphenyls, disocynates, lead-based paint are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials.

3. Safety Data Sheets: The contractor must supply the COR with SDS’s of each material 3 days before it is brought on site. The contractor must place all SDS’s in a binder and in an accessible location so that all employees have access to them. The binder must be updated each time a new material is brought on site or when a material is taken off site. The contractor must inform the COR when a material is brought on site or taken off site, so the COR can up- date his/her SDS file. After submission of the SDS, no product substitution is allowed with- out prior approval from the COR.

4. Hazardous Material on Site: The contractor must 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 must 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.

3.2 PRE-OUTAGE COORDINATION MEETING

A. Contractors are required to apply for power outages at least 10 days in advance. As a minimum, the request should include the location of the outage, utilities being affected, duration of outage and any necessary sketches. Special requirements for electrical outage requests are contained elsewhere in this specification section. Once approved, and prior to beginning work on the utility system requiring shut down, the Contractor must attend a pre-outage coordination meeting with the COR to review the scope of work and the lock-out/tag-out procedures for worker protection. No work will be performed on energized electrical circuits unless proof is provided that no other means exist.

3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

A. The Contractor must establish a fall protection and prevention program, for the protection of all employees exposed to fall hazards. The program must include company policy, identify responsibilities, education and training requirements, fall hazard identification, prevention and control measures, inspection, storage, care and maintenance of fall protection equipment and rescue and evacuation procedures.

3.4 EQUIPMENT

A. Material Handling Equipment

HEALTH, SAFETY, AND EMERGENCY RESPONSE 01 35 29 -7

1. Material handling equipment such as forklifts must not be modified with work platform attachments for supporting employees unless specifically delineated in the manufacturer's printed operating instructions.

2. The use of hooks on equipment for lifting of material must be in accordance with…