Exhibit 1a- Specifications.pdf

FAA ATO

EASTERN SERVICE AREA STANDARD (ESA STD)

SPECIFICATION VERSION 11.0

July 31, 2017

Oakdale, PA, ARSR Facility

Volume I Divisions 01 through 26

The Eastern Service Area Standard Specification (ESA STD) is a collection of abridged and edited versions of many of the specifications contained in the Terminal Facilities Standard Designs Specification (National Specification). ESA STD is to be considered the core starting point for a new project’s specification. Unedited specifications from the Terminal Facilities Standard Designs Specification (National Specification) are dated July 27, 2009.

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PITTSBURGH ARSR JULY 31, 2017

4TH FLOOR OFFICE FIT-OUT

TABLE OF CONTENTS 00 01 10 - 1

TABLE OF CONTENTS

DIVISION 01 - GENERAL CONDITIONS

01 10 15 ACRONYMS AND DEFINITIONS

01 14 00 CONDITION AFFECTING WORK

01 18 00 EXISTING UTILITIES

01 25 00 SUBSTITUTION PROCEDURES

01 31 19 PROJECT MEETINGS

01 33 00 SUBMITTAL PROCEDURES

01 40 00 CONTRACTOR QUALITY CONTROL

01 42 00 REFERENCES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 52 16 SAFETY REQUIREMENTS

01 56 23 BARRIERS AND ENCLOSURES

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 CONSTRUCTION IDENTIFICATION SIGNS

01 58 13 POSTING OF NOTICES

01 71 33 PROTECTION OF WORK AND PROPERTY

01 74 13 CONSTRUCTION CLEANING

01 77 00 CLOSEOUT PROCEDURES

01 77 10 FINAL CLEANING

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 36 WARRANTIES AND GUARANTEES

01 78 39 PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

02 03 00 GENERAL REQUIREMENTS FOR DEMOLITION AND RENOVATION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 40 23 INTERIOR ARCHITECTURAL WOODWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 31 13 ACCESS DOORS AND FRAMES

08 41 23 FIRE RATED ALUMINUM / STEEL FRAMED WINDOWS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

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09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 51 13 ACOUSTICAL PANEL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 19 RESILIENT TILE FLOORING

09 68 13 TILE CARPETING

09 91 00 PAINTING

DIVISION 22 - PLUMBING

22 05 00 COMMON WORK RESULTS FOR PLUMBING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 07 00 PLUMBING INSULATION

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 40 00 PLUMBING FIXTURES

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING

23 07 00 HVAC INSULATION

23 08 23 HVAC COMMISSIONING-SUPPLY AIR SYSTEMS

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 36 00 AIR TERMINAL UNITS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

DIVISION 26 - ELECTRICAL

SEE APPENDIX - 1

APPENDICES:

APPENDIX – 1: US DOT/FAA Specification FAA-C-1217g Electrical Work, Interior

APPENDIX – 3: US DOT/FAA Specification FAA-STD-019e Lightning Protection, Grounding, Bonding and Shielding

APPENDIX – 4: USDOT/FAA Order 6950.2D Electrical Power Implementation at National Airspace System Facilities

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TABLE OF CONTENTS 00 01 10 - 3

APPENDIX – 9: FEMA 412 Seismic Restraints for Mechanical Equipment

APPENDIX – 11: FEMA 414 Seismic Restraints for Duct and Pipe

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ACRONYMS AND DEFINITIONS 01 10 15 - 1

SECTION 01 10 15 - ACRONYMS AND DEFINITIONS

PART 1 - GENERAL

1.1 ACRONYMS AND DEFINITIONS

A. When in the Special Provisions, this specification, drawings, specifications, or documents pertaining to this contract, the following terms are used; the intent and meaning shall be as specified herein.

1. AMS - Acquisition Management System

2. AMSL - Above Mean Sea Level

3. AOA - Air Operations Area

4. ARCHITECT - Architectural Engineering Firm of Record

5. ATCT - Airport Traffic Control Tower

6. CAI - Contractors Acceptance Inspection or Substantial Completion

7. CFM - Contractor-Furnished Material

8. CO - FAA Contracting Officer

9. Contr. - Contractor

10. COR/COTR - Contracting Officer's Technical Representative also referred to as Resident

Engineer (RE)

11. DESIGNER - Architectural Engineering Firm of Record

12. ENGINEER - Architectural Engineering Firm of Record

13. FAA - Federal Aviation Administration (Owner)

14. FAA Field Representative – RE

15. GFE - Government-Furnished Equipment

16. GFM - Government-Furnished Material

17. GOVERNMENT - FAA

18. IAW - In Accordance With

19. MSL - Mean Sea Level

20. NEC - National Electric Code

21. NTP - Notice to Proceed

22. OSHA - Occupational Safety and Health Administration

23. Owner - FAA

24. RE - FAA Resident Engineer (Fulltime Onsite Representative of the FAA and is also referred to as the COR/COTR).

25. RWY - Runway

26. Sponsor - Airport Owner or Airport Authority

27. Substantial Completion - CAI

28. TWY - Taxiway

29. U/L or UL - Underwriters Laboratories

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ACRONYMS AND DEFINITIONS 01 10 15 - 2

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

END OF SECTION 01 10 15

Note: See Standard Drawings “Abbreviations-Sheet 1” and “Abbreviations-Sheet 2” for additional information.

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CONDITIONS AFFECTING WORK 01 14 00 - 1

SECTION 01 14 00 - CONDITIONS AFFECTING WORK

PART 1 – GENERAL

1.1 WORK SCHEDULE

A. Normal working hours are 0700 to 1600, Monday through Friday (except U.S. Federal holidays).

Contractor requests to work outside normal working hours require RE approval. However, the RE has full discretion to approve or disapprove, or withdraw approval of, requests. If the contractor desires to work outside normal hours (including Saturdays, Sundays, and holidays), he shall submit his written request to the RE at least 48 hours in advance. Some typical constraints on working outside normal working hours are:

1. The Contractor’s request must be made at least two days in advance (e.g., request received by close of business Wednesday for work on following Saturday). Prior to submitting the request, the Contractor must coordinate as needed (such as utility outages) and have all required people and materials for the work that will be performed.

2. A Contractor with quality or safety problems (as determined by the RE) will be restricted to normal working hours.

3. A Contractor who fails to correct deficiencies within a reasonable time (as determined by the RE) will be restricted to normal working hours or may be allowed to work outside normal working hours only to correct those deficiencies.

4. The Contractor shall schedule his work to cause the least amount of interference to normal activities.

1.2 FAA OPERATIONS

A. The FAA has established moratorium dates for construction activity at critical Air Traffic Control facilities. The intent is to minimize impact on the ability of FAA to perform its operational activities during peak air travel dates. Moratorium dates are typically scheduled over the Thanksgiving Holiday and the Christmas/New Year Holiday. Exact dates will be provided at the preconstruction conference.

B. All construction activity during moratorium periods must be approved in advance by the FAA.

Submit items of work to be performed during moratorium dates no later than forty-five (45) days prior to the moratorium dates. Activities that have, in the sole opinion of the FAA, potential to negatively impact FAA operations will not be approved. A written waiver will be provided by FAA to the Contractor outlining the allowable work items. No additional time or cost will be allowed for such denial.

1.3 AIRPORT OPERATIONS

A. RESTRICTIONS TO ACCESS - Access to work areas may be restricted from time to time by necessity of airport operations. Contractor acknowledges that it has taken into account and provided in its planning, scheduling and pricing for disruptions including but not limited to, Page 7 of 753 Version 1.0, Dated 7-31-17

CONDITIONS AFFECTING WORK 01 14 00 - 2

restricted access to portions of the site that will not be immediately available, delivery time limitations, and moratorium dates.

B. ILLUMINATION (INTERIOR) - When any work is performed at night or where daylight is obscured, Contractor shall, at its expense, provide artificial light sufficient to permit work to be carried on efficiently, satisfactorily, and safely, and to permit thorough inspection. During such time periods the access to the place of work shall also be clearly illuminated. All wiring for electric light and power shall be installed and maintained in a safe manner and meet all applicable codes and standards.

C. ILLUMINATION (EXTERIOR) – Ground level lights will be permitted to facilitate construction activity upon approval of the RE. Location and direction of illumination will be subject to acceptance by Air Traffic Control, which shall have final authority concerning this matter.

Remove and/or reposition lights as required without additional cost to the FAA.

1.4 UTILITY SERVICE

GENERAL - Permission to interrupt any utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption. No utility service shall be interrupted without written approval of the RE.

SECTION 2 - PRODUCTS

SECTION 3 - EXECUTION

END OF SECTION 01 14 00

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CONDITIONS AFFECTING WORK 01 14 00 - 3

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CONDITIONS AFFECTING WORK 01 14 00 - 4

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EXISTING UTILITIES 01 18 00 - 1

SECTION 01 18 00 - EXISTING UTILITIES

1.1 REQUIREMENTS INCLUDED

A. Before performing any utility modifications, utility shutdowns or any hot work on existing utility within a building, or performing any excavation, drilling holes, performing any vibroflotation (vibrocompaction) work, hot work on any underground utility, or driving piles, the Contractor shall contact the FAA, the Airport Authority, and all concerned utilities.

PART 3 – EXECUTION

A. Prior to performing any excavation or digging, the Contractor shall give 48 hours notice to each owner of the underground utility facilities.

B. There is a rebuttable presumption of negligence on the part of the Contractor, if the Contractor fails to call the underground utility owner and receive authorization before digging, or if the Contractor calls but fails to wait the required 48 hours.

C. During the 48 hour period, the underground utility owner shall go to the site and flag its facility.

D. Violation of the above can be cause for civil fines and criminal offenses.

END OF SECTION 01 18 00

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EXISTING UTILITIES 01 18 00 - 2

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SUBSTITUTION PROCEDURES 01 25 00-1

SECTION 01 25 00-SUBSTITUTION PROCEDURES

PART 1 – GENERAL

1 .1 SUBSTITUTION PROCEDURE

A. Submission of request for substitution shall constitute a representation by the Contractor that he:

1. Has investigated the proposed product and determined that it is equal to or better than the specified product. Absence of an explicit comparison of any characteristic of the proposed product to the specified product shall constitute a representation that the proposed product is equal to or better than the specified product with regard to that characteristic.

2. Will provide the same warranty for the proposed product as for the specified product.

3. Will coordinate the installation and make other changes which may be required for the work to be complete in all respects, including:

a. Redesign.

b. Additional components and capacity required by other work affected by the change.

4. Waives all claims for additional costs and time extensions which subsequently may become apparent and which are caused by the change.

5. Will reimburse the Government for additional costs for evaluation of the substitution request, redesign if required, and reapproval by authorities having jurisdiction if required.

B. Substitutions will not be considered when acceptance would require substantial revision of the contract documents.

C. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals without separate written request.

D. Substitution requests will not be considered when submitted directly by subcontractor or supplier.

E. Substitution Request Procedure: Submit written request with complete data substantiating compliance of the proposed product with the requirements of the contract documents.

1. Submit request to the Resident Engineer.

2. Submit 3 copies of each request and accompanying data.

3. Submit all requests on a standard form provided.

4. Only one request for substitution will be considered for each product.

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F. Data Required with Substitution Request: Provide at least the following data:

1. Identify product by specification section and paragraph number.

2. Manufacturer's name and address, trade name and model number of product (if applicable), and name of fabricator or supplier (if applicable).

3. Complete product data.

4. A list of other projects on which the proposed product has been used, with project name, and the design professional's name.

5. An itemized comparison of the proposed product to the specified product.

6. Net amount of change to the contract sum.

7. List of maintenance services and replacement materials available.

8. Statement of the effect of the substitution on the construction schedule.

9. Description of changes that will be required in other work or products if the substitute product is approved.

G. The Resident Engineer will determine acceptability of the proposed substitution.

H. When the proposed substitution is not accepted, provide the product (or one of the products, as the case may be) specified.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 25 00

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SUBSTITUTION PROCEDURES 01 25 00-3

PRODUCT SUBSTITUTION REQUEST FORM

Note: This form to be used by General Contractor only. Requests by others will be returned with no response.

Project:

Location:___________________________________________________________________________

Government:_____________________________________________________________________________

Date: ______________________________________________________________________________

We hereby submit for your consideration the following substitution instead of the item specified or shown on the Drawings:

Section Number: Paragraph Specified item

Proposed Substitution:

Attach complete product data, drawings and descriptions of products, with fabrication and installation details.

Provide laboratory tests if applicable.

Provide sample, if applicable. Indicate if sample will be provided under separate cover.

Include complete information on changes to Drawings and/or Specifications that proposed substitution will require for its proper installation.

Fill in blanks below: (Include attachments if space is insufficient. Failure to provide information will void submittal)

A. Reason(s) for proposed substitution: (check all that apply) _____ 1. Request is equivalent to product/material/assembly specified. (Note: Attach technical documentation) _____ 2. Specified product or method cannot be provided within the Contract time. (Note: This request will not be considered if the product or method cannot be provided as a result of the Contractor’s failure to pursue the Work promptly, or to coordinate the various activities properly, of if the Contractor fails to place timely orders)

_____ 3. Specified product or method cannot receive necessary approval by authority having jurisdiction, and Contractor certifies that the requested substitution can be approved. (Note:Attach approval documentation)

_____ 4. A substantial advantage is offered the Government, in terms of cost, time, energy conservation or other considerations of merit, after deducting redesign and evaluation costs of other work by the Government or separate contractors and similar considerations.

_____ 5. Specified product or method cannot be provided in a manner which is compatible with other materials of the Work, and the Contractor certifies that the substitution will overcome the incompatibility.

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SUBSTITUTION PROCEDURES 01 25 00-4

_____ 6. Specified product cannot be properly coordinated with other materials in the Work, and the Contractor certifies that the proposed substitution can be properly coordinated.

_____ 7. Specified product or method cannot receive a warranty as required by Contract Documents, and Contractor certifies that the proposed substitution can receive required warranty.

B. Does the substitution affect dimensions or details shown on Drawings:

_____ No

_____ Yes (Note: Attach marked up prints of drawings showing changes required)

C. What effect does the substitution have on other trades?

D. Compare significant qualities of proposed substitution with those of work or product originally specified or shown on drawings. Include elements such as size, weight, durability, performance, visual effect, etc.

E. Coordinate information. Include all changes required in other elements of the work in order to accommodate the substitution, including work performed by Government or separate contractors.

F. State effect substitution will have on the work schedule in comparison to the schedule which would prevail without the proposed substitution. State the effect of the proposed substitution on Contract Time.

G. Provide complete cost information, including a proposal of any net change in the Contract Amount.

H. Manufacturer’s warranties of the proposed substitution and specified items are:

_____ Same

_____ Different (Note: Explain on attachment)

The undersigned Contractor certifies its opinion that, after thorough evaluation, the proposed substitution will result in work that in every significant respect will be equivalent to or superior to the work required by the original Contract Documents and that it will perform adequately in the application indicated.

Rights to additional payment or time because of failure of the substitution to perform adequately are hereby waived.

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The undersigned hereby agrees to pay in full for any changes to design, including detailing and engineering costs caused by the requested substitution.

Submitted by: (Note: Submittal void and will be discarded if unsigned or if signed by entity other than Contractor)

Signature: ______________________________________________________

(Contractor’s authorized representative)

(Title)

Firm Name: ______________________________________________________

Date: ______________________________________________________

For use by Resident Engineer:

_____ Accepted _____ Accepted as Noted

_____ Not Accepted _____ Received too late

By: _____________________________________ Date: _____________________________________ (Resident Engineer)

By: _____________________________________ Date: _____________________________________ (Resident Engineer)

Remarks:

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PROJECT MEETINGS 01 31 19 - 1

SECTION 01 31 19 - PROJECT MEETINGS

PART 1 - GENERAL

1.1 REQUIREMENTS INCLUDED

A. Contractor participation in pre-construction conferences.

B. Contractor administration of progress meetings and pre-installation conferences.

1.2 PRE-CONSTRUCTION CONFERENCES

A. The FAA will hold a pre-construction conference.

1.3 PROGRESS MEETINGS

A. Schedule and administer Project meetings throughout progress of the work at weekly intervals as well as any called meeting.

B. Attendance: Job superintendents, major subcontractors and suppliers; and RE as appropriate to agenda topics for each meeting.

C. Agenda will include review of Work progress, status of progress schedule and adjustments thereto, delivery schedules, submittals, maintenance of quality standards, pending changes and substitutions and other items affecting progress or work.

END OF SECTION 01 31 19

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SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 33 00 - SUBMITTAL PROCEDURES

1.1 SUMMARY

A. Submittals listed or specified in this Contract shall conform to the provisions of this section, unless explicitly stated otherwise.

1.2 REFERENCES

1.3 DEFINITIONS

A. Submittal Definition: Shop drawings, product data, samples, administrative and closeout submittals, and additional data presented for review and approval. Contract clauses referring to material, workmanship specifications and drawings for construction shall apply to all submittals.

B. Types of Submittals

1. Shop Drawings. As used in this Section, 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.

2. Product Data. Preprinted 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. Information such as mix design, material characteristics, and similar data is included herein.

3. Samples. 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.

4. Administrative and Closeout Submittals. Submittals of data for which reviews and approval will be to ensure that the administrative requirements of the project are adequately met but not to ensure directly that the work is in accordance with the design concept and in compliance with the contract documents.

C. Approving Authority: Contracting Officer's Representative (COR) or Resident Engineer (RE).

D. Work: As used in this Section, the construction required by the contract documents, including labor necessary to produce the construction and materials, products, equipment, and systems incorporated or to be incorporated in such construction and including materials, products, equipment, and systems produced both on-and off-site.

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1.4 SUBMITTALS

A. Submit the following in accordance with the requirements of this section.

1. Submittal status log: List each submittal. Include for each submittal the specification section number; description of item for which the submittal is required; and the Contractor's scheduled date for the submittal. Submit the log within 15 days after notice to proceed. Indicate required approval date to maintain project schedule.

1.5 PROCEDURES FOR SUBMITTALS

A. Limits and Constraints Regarding Submittals

1. Submittals shall be complete for each portion of the work; components of the work interrelated as a system shall be submitted at the same time.

2. When submittal acceptability is dependent on conditions, items, or materials included in separate subsequent submittals, the submittal will be returned without review.

3. Submittals of information not required as a submittal, or covering work for which the submittals have been returned as “No Exceptions Taken” will be returned without review.

4. Approval of a separate material, product, or component does not imply approval of assembly in which the item functions.

5. The work shall conform to approved submittals, except contractor shall conform to the contract requirements and resubmit the submittal if a previously approved submittal has an error or omission.

6. When submitting for approval material which is other than that cited in the contract, submit the necessary scale drawings, wiring and control diagrams, cuts or entire catalogs, pamphlets, descriptive literature, and performance and test data of both the material specified and the material he wishes to substitute in the number of copies of each as required under the contract.

B. Scheduling of Submittals

1. Coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittal processing. Coordinate and sequence different categories of submittals for same work, and for interfacing units of work, so that one will not be delayed for coordination with another.

2. Except as specified otherwise, allow a review period, beginning with receipt by the approval authority, that includes at least 15 working days.

C. Substitutions: Substitutions from contract requirements require Government approval and will be considered where advantageous to the Government. Where substitutions are proposed for consideration, submit a written request, with documentation of the nature and features of the substitution and why the substitution is desirable and beneficial to the Government. The proposed substitution shall be identified separately and included along with the required submittal for the item. When a substitution is submitted for approval, the Contractor warrants the following:

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1. Substitution Is Compatible: The Contract has been reviewed to establish that the substitution, when incorporated, will be compatible with other elements of the work.

2. Contractor is Responsible: The Contractor shall take action and bear the additional cost, including review costs by the Government, necessary because of the proposed substitution.

D. Resubmittal Costs: Initial submittals requiring Government approval will be reviewed at no cost to the Contractor. The cost of reviewing resubmittals, for reason of failure of the initial submittal to meet contract requirements, shall be the responsibility of the Contractor. The COR will issue a deductive contract modification to reduce the contract price by $350.00 for each resubmittal of items requiring Government review and approval. The contract completion date will not be extended due to non-compliance with submittal requirements.

E. Contractor's Responsibilities:

1. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and Contract documents.

2. Ensure that material is clearly legible. Ensure required specialty stamps are affixed and signed.

3. Stamp each sheet of each submittal with the Contractor's certificating stamp, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only. Word the submittal stamp as follows:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated into Contract Number ________________, is in compliance with the contract drawings and specification, can be installed in the allocated spaces, and is submitted for Government approval.

Certified by_______________________ Date ______________________"

4. Sign the Contractor's certification. The person signing the certification shall be one designated in writing by the Contractor as having that authority. The signature shall be in original ink. Stamped signatures are not acceptable.

5. Transmit submittals to the approving authority in orderly sequence, in accordance with the Submittal Status Log, and to prevent project delays and delays in work by the Government or separate contractors.

6. Advise the approving authority of substitution, as required by the paragraph entitled " Substitutions."

7. Correct and resubmit submittal as directed by the approving authority. Direct specific attention, in writing or on resubmitted submittal, to revisions not requested by the approving authority on previous submissions.

8. Retain a copy of approved submittals at the project site, including the Contractor's copy of approved samples.

9. Furnish additional copies of submittals if requested by the COR.

10. Ensure no work is begun until the submittals for that work have been returned with a review comment other than “Revise and Resubmit” or “Rejected”.

F. Approving Authority's Responsibilities:

1. Submittals will be reviewed for approval with reasonable promptness and only for conformance with project design concepts and compliance with the contract documents.

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If a substitution is not identified as required by the paragraph entitled " Substitution ", then the approval of the submittal SHALL NOT be an approval of the substitution.

2. The checking, marking or approval of the shop drawings and/or product data by the COR shall 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 which may exist. The contractor shall be responsible for the dimensions and design of adequate connections, details, and satisfactory construction of all work.

3. Submittals will be returned with one of the following notations:

a. Submittals marked ”As Submitted” indicate the work may proceed as presented in the submittal.

b. Submittals marked “Not Approved” indicate the submittal has failed to meet the specification requirements and work may not proceed.

c. Submittals marked “As Noted” indicate there are markings in the submittal that must be included to result in an acceptable submittal. Contractor may proceed with the work by accepting and incorporating the markings in the finished work unless the “Revise and Resubmit” box is checked.

d. Submittals marked “Revise and Resubmit” must be modified and resubmitted.

The revised submittal number must indicate that it is a resubmittal of a rejected submittal.

G. The transmittal sheet returning the submittal will be initialed.

1.6 FORMAT AND QUANTITY OF SUBMITTALS

A. Transmittal Form: Transmit each submittal, except sample installations and sample panels, to the office of the approving authority. Transmit submittals with a transmittal form approved by the COR and standard for the project. The transmittal form shall identify the Contractor, indicate the date of the submittal, and include information prescribed by the transmitted form and required in the paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations.

B. Identifying Submittals: Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on the transmittal form. Mark each copy of each submittal identically, with the following:

1. Project title and location.

2. Construction contract number.

3. The Section number and paragraph number of the Section by which the submittal is required and the paragraph to which it conforms.

4. The name, address, and telephone number of the subcontractor, supplier, manufacturer and any other second tier contractor associated with the submittal.

5. Product identification and location in project.

C. Format and Quantity for Shop Drawings

1. For shop drawings presented on sheets larger than 11-inches by 17 inches, submit two

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printed copies and one Portable Document Format (PDF) file transmitted on 700 MB compact disks (CD) of each shop drawing prepared for this project.

2. For shop drawings presented on sheets 11-inches by 17 inches or less, submit two printed copies with each bound in a separate volume and a PDF file transmitted on 700 MB compact disks (CD) of each shop drawing prepared for this project.

3. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to the information required in the paragraph entitled "Identifying Submittals."

4. Dimension drawings, except diagrams and schematic drawings; prepare dimensioned drawings to scale. Identify materials and products for work shown.

5. Shop drawings shall be not less than 8 1/2 by 11 inches or more than 36 by 42 inches.

6. After review, the approving authority will return a PDF file and a marked original.

D. Format and Quantity for Product Data

1. Submit two printed copies with each, bound in a separate volume and a PDF file transmitted on compact disk (CD) or diskette of each Product Data prepared for this project.

2. Present submittals for each Section as a complete, bound volume. Include a table of contents listing page and catalog item numbers for product data.

3. Indicate, by prominent notation, each product that is being submitted; indicate the Section and paragraph numbers to which it pertains.

4. Supplement product data with material prepared for the project to satisfy submittal requirements for which product data does not exist. Note that the material is developed specifically for the project.

E. Format and Quantity of Samples:

1. Furnish samples in the sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of equipment or device: Full size.

b. Sample of materials less than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of materials exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of linear devices or materials such as conduit and handrails: 10-inch length or length to be supplied, if less than 10 inches.

e. Sample of non-solid materials such as sand and paint: Pint.

f. Color selection samples: 2 inches by 4 inches.

g. Sample panel: 4 feet by 4 feet.

h. Sample Installation: 100 square feet.

2. Samples showing range of variation: Where variations are unavoidable due to the nature of the materials, submit sets of samples of not less than three units showing the extremes and middle of the range.

3. Quantity, unless otherwise specified:

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by the

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approving authority and one will be returned to the Contractor.

b. Submit one sample panel. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

4. Reusable samples: Incorporate returned samples into the work only if so specified or indicated. Incorporated samples shall be in undamaged condition at the time of use.

5. Recording of sample installation: Note and preserve the notation of the area constituting the sample installation but remove the notation at the final clean up of the project.

6. When a color, texture or pattern is specified in naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

7. Transmittal Form for samples shall identify manufacturer, model, type, color, etc.

sufficient to reorder or replace.

F. Format and Quantity of Administrative and Closeout Submittals

1. Unless otherwise specified, submit administrative and closeout submittals in the format and quantities required for shop drawings.

2. Comply with section entitled “Contract Closeout Procedures”.

G. A Portable Document Format (PDF) file for each shop drawing, product data, and sample transmittals shall be uploaded to FAA’s KSN website.

1.7 PROGRESS PHOTOGRAPHIC SUBMITTALS

A. Still Photographs: Before construction operations have started at the site, the contractor shall take and provide 25 color photographs showing the existing conditions and thereafter an average of 25 views shall be taken each month until completion of the work. An electronic file of each view shall be submitted to the RE promptly after taking the views.

1. Photographs shall be made using a digital camera of at least 4 mega pixel size. All digital images shall be submitted on CD along with the monthly photographs.

2. The contractor shall notify the RE 24 hours in advance of taking any photographs.

B. Ownership of Photographs: Any and all still photographs, digital files, and video tapes taken of the construction area are the property of FAA and shall not be released to any source whatsoever without the prior written permission from the RE. This provision shall prevail for the duration of the contract and indefinitely thereafter.

C. Video Photography: Refer to Section 01 32 33 for video photography requirements.

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END OF SECTION 01 33 00

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CONTRACTOR QUALITY CONTROL 01 40 00 - 1

SECTION 01 40 00 - CONTRACTOR QUALITY CONTROL

1.1 REFERENCES

A. 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.

1.2 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

A. ASTM D 3740 Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

B. ASTM E 329 Agencies Engaged in the Testing and/or Inspection of Materials Used in

Construction

1.3 SUBMITTALS

A. Contractor Quality Control Plan

B. Contractor Quality Control Personnel

C. Daily Logs

NOT USED

3.1 GENERAL REQUIREMENTS

A. The Contractor is responsible for quality control and shall establish and maintain an effective quality control system. The quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the contract requirements.

The system shall cover all construction operations, both onsite and offsite, and shall be keyed to the proposed construction sequence. The site project superintendent will be held responsible for the quality of work on the job and is subject to removal by the RE for non-compliance with the quality requirements specified in the contract. The site project superintendent in this context shall be the highest level manager responsible for the overall construction activities at the site, including quality and production. The site project superintendent shall maintain a physical presence at the site at all times, except as otherwise acceptable to the RE, and shall be responsible for all construction and construction related activities at the site. Similar requirements apply to the quality control manager.

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3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

A. Content of the CQC Plan

1. The CQC Plan shall include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

2. A description of the quality control organization, including a chart showing lines of authority.

3. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.

4. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the contract. The CQC System Manager shall issue letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities. Copies of these letters shall also be furnished to the Government.

5. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures shall be in accordance with Section 01 33 00, “SUBMITTAL

PROCEDURES”.

6. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities must be approved by the RE.)

7. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

8. Procedures for tracking construction deficiencies from identification through acceptable corrective action. These procedures shall establish verification that identified deficiencies have been corrected.

9. Reporting procedures, including proposed reporting formats.

10. A list of the definable features of work. A definable feature of work is a task that is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there is frequently more than one definable feature under a particular section. This list will be agreed upon during the coordination meeting.

B. Acceptance of Plan: Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in his CQC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

C. Notification of Changes: After acceptance of the CQC Plan, the Contractor shall notify the RE in writing of any proposed change. Proposed changes are subject to acceptance by the RE.

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3.3 COORDINATION MEETING

A. After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, the Contractor shall meet with the RE and discuss the Contractor's quality control system. The CQC Plan shall be submitted for review a minimum of 7 calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the FAA's Quality Assurance.

Minutes of the meeting will be prepared by the Contractor and signed by both the Contractor and the RE. The minutes shall become a part of the contract file. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures that may require corrective action by the Contractor.

3.4 QUALITY CONTROL ORGANIZATION

A. Personnel Requirements: The requirements for the CQC organization are a CQC System Manager and sufficient number of additional qualified personnel to ensure safety and contract compliance. QCQ Manager is required to complete the 16 hour “Construction Quality Management (CQM) for Contractors” course as offered by the Corps of Engineers. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor's CQC staff shall maintain a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure contract compliance. The CQC staff shall be subject to acceptance by the RE. The Contractor shall provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Complete records of all letters, material submittals, shop drawing submittals, schedules and all other project documentation shall be promptly furnished to the CQC organization by the Contractor. The CQC organization shall be responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the RE.

B. CQC System Manager: The Contractor shall identify as CQC System Manager an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The individual shall have a minimum of 8 years experience as a superintendent, inspector, QC Manager, project manager, project engineer or construction manager on similar size and type construction contracts which included the major trades that are part of this Contract. The CQC System Manager shall be on the site at all times during construction and shall be employed by the prime Contractor. The CQC System Manager shall be assigned no other duties. An alternate for the CQC System Manager shall be identified in the plan to serve in the event of the System Manager's absence.

The requirements for the alternate shall be the same as for the designated CQC System Manager.

C. Additional CQC Personnel as required: In addition to CQC personnel specified elsewhere in this specification, the Contractor shall provide as part of the CQC organization specialized personnel to assist the CQC System Manager, as required, in the following areas: civil, architectural, structural, mechanical, electrical, and fire protection. These individuals shall:

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1. Be directly employed by the prime Contractor or a Quality Control sub-contractor but may not be employed by a supplier or other sub-contractor on this project

2. Be responsible to the CQC System Manager

3. Be available as required to support construction activities in their areas of responsibility

4. Have the necessary education and/or experience in accordance with the experience matrix listed herein.

5. These individuals may perform other duties but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan.

6. All personnel are subject to FAA approval.

D. EXPERIENCE MATRIX

Area Qualifications

1. Concrete, Pavements, and Soils US Registered Civil Engineer with 2 yrs related experience.

2. Architectural US Registered Architect with 2 yrs related experience.

3. Structural US Registered Structural Engineer with 2 yrs related experience.

4. Mechanical US Registered Mechanical Engineer with 2 yrs related experience.

Required knowledge of HVAC TAB, HVAC DDC and HVAC commissioning.

5. Electrical US Registered Electrical Engineer with 2 yrs related experience.

6. Fire Protection US Registered Fire Protection Engineer (FPE) with 2 yrs related experience.

Personnel indicated above shall have no business relationships with any subcontractors involved with this project; or with any equipment device manufacturers, suppliers or installers for any such equipment provided as part of this project.

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E. Organizational Changes: When it is necessary to make changes to the CQC staff, the Contractor shall revise the CQC Plan to reflect the changes and submit the changes to the RE for acceptance.

3.5 REQUEST FOR INFORMATION (RFI’s) AND SUBMITTALS

A. Submittals shall be made as specified in Section 01 33 00 “SUBMITTAL PROCEDURES”.

The CQC shall be responsible for reviewing all RFI’s and submittals prior to submission to the

FAA.

3.6 CONTROL

A. Contractor Quality Control is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control shall be conducted by the CQC System Manager for each definable feature of work as follows:

B. Preparatory Phase: This phase shall be performed prior to beginning work on each definable feature of work; after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase shall include:

1. A review of each paragraph of applicable specifications, reference codes, and standards.

A copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field shall be made available by the Contractor at the preparatory inspection. These copies shall be maintained in the field and available for use by Government personnel until final acceptance of the work.

2. A review of the contract drawings.

3. A check to assure that all materials and/or equipment have been tested, submitted, and approved.

4. Review of provisions that have been made to provide required control inspection and testing.

5. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the contract.

6. A physical examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.

7. A review of the appropriate activity hazard analysis to assure safety requirements are met.

8. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.

9. A check to ensure that the portion of the plan for the work to be performed has been accepted by the RE.

10. Discussion of the initial control phase.

11. The Government shall be notified at least 48 hours in advance of beginning the preparatory control phase.