2. FAA AN2_Final Submittal_SPECIFICATIONS.pdf

Air Navigation #2 Building #12

Mike Monroney Aeronautical Center

Oklahoma City, OK

Type “B” A&E Design Services

AN2 Bldg. 12

2nd Floor Academy Buildout

WO #6973GH-22-F-01570

Final Submittal

20 April 2023

Specifications

Technical Specifications Final Submittal FAA Air Navigation Facility #2

Work Order 6973GH-22-F-01570 2nd Floor Academy Buildout

TABLE OF CONTENTS Table of Contents - 1

TABLE OF CONTENTS

Final Submittal

04/20/2023

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 000107 – Seals Page

SECTION 010100 – Summary of Work

SECTION 010190 – Contract Considerations

SECTION 010280 – Modification Procedures

SECTION 010390 – Coordination and Meetings

SECTION 010450 – Cutting and Patching

SECTION 012700 – Unit Prices SECTION 013000 – Submittals

SECTION 014000 – Quality Requirements

SECTION 015000 – Construction Facilities and Temporary Controls

SECTION 016000 – Material and Equipment

SECTION 016010 – Substitutions Request Form

SECTION 016500 – Starting of Systems

SECTION 017000 – Contract Closeout SECTION 017300 – Operation and Maintenance Data

SECTION 017419 – Construction Waste Management and Disposal

DIVISION 02 – EXISTING CONDITIONS

SECTION 024119 – Selective Demolition

DIVISION 03 – CONCRETE

SECTION 033000 - Cast-In-Place Concrete

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 061000 - Rough Carpentry

SECTION 064116 - Plastic-Laminate-Clad Architectural Cabinets

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 078413 - Penetration Firestopping

SECTION 078443 - Joint Firestopping

SECTION 079200 - Joint Sealants

SECTION 079219 - Acoustical Joint Sealants

DIVISION 08 - OPENINGS

SECTION 081213 - Hollow Metal Frames

SECTION 081416 - Flush Wood Doors

SECTION 083113 - Access Doors and Frames

SECTION 087100 - Door Hardware

SECTION 088300 - Mirrors

TABLE OF CONTENTS Table of Contents - 2

DIVISION 09 - FINISHES

SECTION 092216 - Non-Structural Metal Framing

SECTION 092900 - Gypsum Board

SECTION 093013 - Ceramic Tiling

SECTION 095113 - Acoustical Panel Ceilings

SECTION 096513 - Resilient Base and Accessories

SECTION 096519 – Resilient Tile Flooring

SECTION 096813 - Tile Carpeting

SECTION 099124 - Interior Painting (MPI Standards)

DIVISION 10 - SPECIALTIES

SECTION 101423 - Panel Signage

SECTION 102100 - Toilet Compartments

SECTION 102600 - Wall and Door Protection

SECTION 102800 - Toilet Accessories

SECTION 105100 - Lockers

DIVISION 12 – FURNISHINGS

SECTION 122413 – Roller Window Shades

SECTION 123661.16 - Solid Surfacing Countertops

DIVISION 22 – PLUMBING

SECTION 220000 - Plumbing General Provision

SECTION 220719 - Plumbing Piping Insulation

SECTION 221116 - Domestic Water Piping

SECTION 221316 - Sanitary Waste and Vent Piping

SECTION 221319.13 - Sanitary Drains

SECTION 224213.13 - Commercial Water Closets

SECTION 224213.16 - Commercial Urinals

SECTION 224216.13 - Commercial Lavatories

SECTION 224216.16 - Commercial Sinks

SECTION 224716 - Pressure Water Coolers

SECTION 230000 - Basic Mechanical Materials and Methods

SECTION 230513 - Common Motor Requirements for HVAC Equipment

SECTION 230523.12 - Ball Valves for HVAC Piping

SECTION 230593 - Testing, Adjusting, and Balancing for HVAC

SECTION 230713 - Duct Insulation

SECTION 230900 - Instrumentation and Control for HVAC

SECTION 232113 - Hydronic Piping

SECTION 232116 - Hydronic Piping Specialties

SECTION 233113 - Metal Ducts

SECTION 233300 - Air Duct Accessories

SECTION 233346 - Flexible Ducts

SECTION 233600 - Air Terminal Units

SECTION 233713 - Diffusers, Registers, and Grilles

SECTION 238126 - Split-System Air-Conditioners

TABLE OF CONTENTS Table of Contents - 3

DIVISION 26 - ELECTRICAL

SECTION 260010 - Supplemental Requirements for Electrical

SECTION 260519 - Low-Voltage Electrical Power Conductors and Cables

SECTION 260523 – Control-Voltage Electrical Power Cables

SECTION 260526 - Grounding and Bonding for Electrical Systems

SECTION 260529 – Hangers and Supports for Electrical Systems

SECTION 260533 – Raceway and Boxes for Electrical Systems

SECTION 260544 – Sleeves and Sleeve Seals for Electrical Raceways and Cabling

SECTION 260548.16 – Seismic Controls for Electrical Systems

SECTION 260553 – Identification for Electrical Systems

SECTION 260573.16 - Coordination Studies

SECTION 260573.19 - ARC-Flash Hazard Analysis

SECTION 260924 – Wireless Networked Lighting Control System

SECTION 262726 - Wiring Devices

SECTION 263323.11 – Central Battery Equipment for Emergency Lighting

SECTION 265119 – Led Interior Lighting

DIVISION 27 - COMMUNICATIONS

SECTION 270526 - Grounding and Bonding for Communications Systems

SECTION 270528 - Pathways for Communications Systems

SECTION 270529 - Hangers and Supports for Communications Systems

SECTION 270544 - Sleeves and Sleeve Seals for Communications Pathways and Cabling

SECTION 275116 - Public Address Systems

Technical Specifications 95% Design FAA Air Navigation Facility #2

SEALS PAGE 000107 - 1

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Design Manager / Architect:

1. Ty VonFeldt

2. License No. 6691

3. Responsible for Division 00 and 01 Sections

B. Architect / Interiors:

1. Michal Biery

2. License No. 6233

3. Responsible for Division 02 through 12 Sections

C. Structural Engineer:

1. Pat Morgan

2. License No. 15890

3. Responsible for Division 03 Sections

SEALS PAGE 000107 - 2

D. Mechanical / Plumbing Engineer:

1. Ryan Melton

2. License No. 32617

3. Responsible for Division 22 and 23 Sections

E. Electrical Engineer:

1. Zach Rush

2. License No. 33036

3. Responsible for all remaining Sections

END OF DOCUMENT 000107

SUMMARY OF WORK 010100 - 1

SECTION 010100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Work Description.

B. Base Bid

C. Options

D. Work Not Included

E. Phasing Requirements

F. Contractor use of site and premises.

G. Permits and Licenses.

H. Schedule of Values

I. Owner Occupancy.

1.2 RELATED SECTIONS

A. A. Section 010300 – Options – Description of Options.

1.3 WORK DESCRIPTION

A. Work Location: Federal Aviation Administration, Mike Monroney Aeronautical Center, Air

Navigation #2 (AN2) Building #12, 2nd floor.

B. Completion of Work: The Contractor shall be required to (a) commence Work under this contract within the designated calendar days after the date the Contractor receives the notice to proceed, (b) execute the Work diligently, and (c) complete the entire Work ready for occupancy and use. All Work is to be completed within the Period of Performance (PoP) to be specified by the Contracting Officer when the contract is awarded.

C. BASE BID:

1. Complete demolition of all existing construction, finishes, HVAC, plumbing, and electrical as indicated in the contract drawings. A small section of existing raised access floor is to be removed to allow for the restroom expansion. All other raised access floor is to remain and be protected during construction.

2. Complete renovation of the AN2 2nd floor as indicated in the contract drawings. This work shall include, but not limited to:

a. Reconfiguration of the 2nd floor walls, doors, and associated door hardware.

b. Replace all existing 2nd floor ceilings and interior finishes.

c. Install interior window treatments.

d. Install FAA, IBC 2015, and ANSI A117.1 compliant signage.

e. Install a new duct system layout to work with the reconfigured 2nd floor.

SUMMARY OF WORK 010100 - 2

f. Replace all existing 2nd floor VAVs and controls.

g. Expand the existing restrooms and replace all existing restroom plumbing fixtures and finishes as indicated in the contract drawings. Overbuilt floor shall be installed at the restroom expansion.

h. Drinking fountains shall be replaced with new combo drinking/bottle filler fountains.

i. Modification of the fire suppression system shall be as required to coordinate with

2nd floor reconfiguration.

D. BID OPTION(S)

1. NA

E. WORK NOT INCLUDED:

1. Furnishing or installation of new or existing furniture, except as specifically noted.

2. Abatement of asbestos containing material (ACM); however, ACM removal must be accommodated by the contractor in the overall construction schedule.

1.4 PHASING REQUIREMENTS

A. The contractor shall give at least ten working days’ notice before any scheduled interruption of utilities, electrical service, and communication to any areas included in the scope of the project.

B. The contractor shall obtain and abide by all applicable requirements of the FAA Construction

Safety and Phasing plans as required by the FAA project manager.

C. Refer to other paragraphs in this section for specific definition of the phases of this project.

Trade-specific definitions are further described in other Divisions of the Project Specifications.

1.5 CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site and premises to allow:

1. Owner occupancy:

a. FAA will require access and partial occupation of adjacent building areas during construction.

B. Access to Site: Coordinate site access and staging areas with FAA project manager prior to commencement of work.

C. Security Requirements: Contractor shall comply with all applicable FAA, and MMAC security directives while performing Work of this contract.

D. User / Owner Occupancy: Time Restrictions – Work shall be conducted between 6:00 a.m. and

6:00 p.m. on normal government workdays. No work shall occur at night, or on Saturday’s, Sunday’s or designated government holidays unless approved by the Contracting Officer seven

(7) days in advance.

1. All demolition including the removal of the existing concrete slab, sub-soil removal below existing concrete slab, demolition and removal of interior GWB and CMU partitions, windows, floor, wall and ceiling finishes, HVAC equipment and ductwork, SUMMARY OF WORK 010100 - 3 plumbing and waste lines and vents, electrical demolition and removal, and any or all other items related to demolition, shall be between the hours of 6:00 P.M and 6:00 A.M

Monday thru Friday. Work on the demolition may also be accomplished on weekends and approved government holidays. Work during these times (weekend and government holidays), must be pre-approved and scheduled in advance. Provide a minimum of seven

(7) days prior notice to AMP-400, Project Manager, Mike Monroney Aeronautical

Center, 405-954-0432 to coordinate scheduling of any work to be done outside of the occupants normal working hours.

E. Utility Outages and Shutdown: Coordinate with the Project Manager at 405-954-0432. Outages affecting FAA Operations are required to be accomplished at night, or on Saturday’s, Sunday’s or designated government holidays. Prior to any outage or shutdown, fourteen (14) working days notification must be made to coordinate scheduling of any Work to be performed during any hours.

1.6 PERMIT AND LICENSES

A. Contractor shall secure and pay for all permits, licenses, special inspections, etc. required in the execution of the Work, whether of a permanent or temporary nature. All permits shall be obtained and paid for from the City of Oklahoma City and other required agencies having jurisdiction.

1.7 SCHEDULE OF VALUES

A. The successful bidder will be required to, within 20 days after the date established as the Notice to Proceed, submit to the FAA a detailed schedule of values that clearly sets forth the scheduled prices for each component of the project.

B. This Project will be required to comply with the "Buy American Act."

1.8 OWNER OCCUPANCY

A. The Owner will require access to all utilities and services located in and around the project site.

END OF SECTION

CONTRACT CONSIDERATIONS 010190 - 1

SECTION 010190 - CONTRACT CONSIDERATIONS

PART 1 - PART 1 GENERAL

1.1 SECTION INCLUDES

A. Schedule of values.

1.2 RELATED SECTIONS

A. Section 010100 – Summary of Work: Schedule of additional cost items to be included in the

Schedule of Values.

B. Section 016000 - Material and Equipment: Product substitutions and options.

1.3 SCHEDULE OF VALUES

A. Submit a printed schedule on Contractor's standard form or electronic media printout.

B. Submit Schedule of Values and Detailed Schedule of Values in duplicate within twenty (20) days after date established in Notice to Proceed.

C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the major Specification Section. Identify site mobilization, bonds and insurance.

D. Include separately for each line item, a direct proportional amount of Contractor's overhead and profit.

E. Revise schedule to list approved Change Orders, with each Application for Payment.

F. Include any additional items for breakdown as requested by the FAA project manager.

G. This Project is required to comply with the "Buy America Act."

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

A. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

CONTRACT CONSIDERATIONS 010190 - 2

1. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

2. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor

B. The following schedule of monthly anticipated adverse weather delays is based on National

Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

1. MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED

ON A FIVE (5) DAY WORK WEEK.

a. January - three (3) work days

b. February - three (3) work days

c. March - four (4) work days

d. April - four (4) work days

e. May - five (5) work days

f. June - four (4) work days

g. July - three (3) work days

h. August - three (3) work days

i. September - four (4) work days

j. October - three (3) work days

k. November - two (2) work days

l. December - two (2) work days.

PART 2 - PART 2 PRODUCTS

Not Used

PART 3 - PART 3 EXECUTION

Not Used

END OF SECTION

MODIFICATION PROCEDURES 010280 - 1

SECTION 010280 - MODIFICATION PROCEDURES

PART 1 - - GENERAL

1.1 SECTION INCLUDES

A. Submittals.

B. Documentation of change in Contract Sum and Contract Time.

C. Change procedures.

D. Construction Change Directive.

E. Stipulated Sum change order.

F. Unit price change order.

G. Time and material change order.

H. Execution of change orders.

I. Correlation of Contractor submittals.

J. Weather Related Delays

1.2 RELATED SECTIONS

A. Section 013000 - Submittals: Work schedule and schedule of values.

B. Section 016000 - Material and Equipment: Product options and substitutions.

C. Section 017000 - Contract Closeout: Project record documents.

1.3 SUBMITTALS

A. Submit name of the individual authorized to receive change documents and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

MODIFICATION PROCEDURES 010280 - 2

1.4 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME

A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work.

B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation.

C. On request, provide additional data to support computations:

1. Quantities of products, labor, and equipment.

2. Taxes, insurance, and bonds.

3. Overhead and profit.

4. Justification for any change in Contract Time.

5. Credit for deletions from Contract, similarly documented.

D. Support each claim for additional costs, and for work done on a time and material basis, with additional information:

1. Origin and date of claim.

2. Dates and times work was performed, and by whom.

3. Time records and wage rates paid.

4. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

1.5 CHANGE PROCEDURES

A. The Architect/Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by issuing supplemental instructions on AIA Form G710.

B. The Architect/Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in

Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor will prepare and submit an estimate within 10 days.

C. The Contractor may propose a change by submitting a request for change to the

Architect/Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract

Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 016000.

1.6 CONSTRUCTION CHANGE DIRECTIVE

A. Architect/Engineer may issue a document, signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

B. The document will describe changes in the Work and will designate method of determining any change in Contract Sum/Price or Contract Time.

MODIFICATION PROCEDURES 010280 - 3

C. Promptly execute the change in Work.

1.7 STIPULATED SUM CHANGE ORDER

A. Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a

Change Order as approved by Architect/Engineer.

1.8 UNIT PRICE CHANGE ORDER

A. For pre-determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis.

B. For unit costs or quantities of units of work which are not pre-determined, execute Work under a Construction Change Directive.

C. Changes in Contract Sum or Contract Time will be computed as specified for Time and

Material Change Order.

1.9 TIME AND MATERIAL CHANGE ORDER

A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

B. Architect/Engineer will determine the change allowable in Contract Sum/Price and Contract

Time as provided in the Contract Documents.

C. Maintain detailed records of work done on Time and Material basis.

D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.

1.10 EXECUTION OF CHANGE ORDERS

A. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.11 CORRELATION OF CONTRACTOR SUBMITTALS

A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

C. Promptly enter changes in Project Record Documents.

MODIFICATION PROCEDURES 010280 - 4

Weather Related Delay Claims:

Extension of Time of Completion. The Contractor may be entitled to an extension in time only when: a) The claim for such extension is submitted to the Program Manager and City

Engineer in writing by the Contractor within seven (7) days from and after the time when the alleged cause of delay occurred which was beyond the Contractor’s control; and b) Then only when such claim is approved by the Program Manager and City Engineer. In adjusting the time for completion of the project, all strikes, lockouts, unusual delays in transportation or any condition over which the Contractor has no control unless and except delays by a subcontractor deemed to be within the control of the Contractor and any suspensions of activities ordered by the Program Manager and City Engineer for causes not the fault of the

Contractor shall be excluded from the computation of the Contract time for the completion of the work.

If the satisfactory execution and completion of the Contract should require work or materials in greater amount or quantities than those set forth in the contract, then the Contract time may be increased by the Program Manager and City Engineer. No allowance shall be made for delays or suspensions of the prosecution of the work due to the fault of the Contractor.

If the Contractor wishes to make a claim for an increase in the Contract time, written notice as provided herein shall be given. The Contractor’s claim shall include an estimate of cost and of probable effect of delay on progress of the work. In the case of a continuing delay, only one claim is necessary.

If adverse weather conditions are the basis for a claim for additional time, such claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the construction activities occurring on the critical path of the construction schedule.

Based on Oklahoma City climatological data, the number of lost days a contractor should expect during an average year for exterior weather sensitive activities has been determined. The figures are based on the number of days each month that receive precipitation greater than ½ inch and/or snowfall over one inch. No days have been included for drying time.

Days Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Lost 2 2 2 2 3 3 2 2 3 2 2 2

The lost weather days should be included in the schedule for the normal five-day work week

(excluding weekends and holidays) for the duration of the project. Weather days exceeding lost days may be submitted for approval to the Architect/Engineer, Program Manager and City

Engineer, which may extend the completion time for the project.

PART 2 - - PRODUCTS

Not Used

PART 3 - - EXECUTION

Not Used

END OF SECTION

COORDINATION AND MEETINGS 010390 - 1

SECTION 010390 - COORDINATION AND MEETINGS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Coordination.

B. Pre-construction meeting.

C. Progress meetings.

D. Examination.

E. Preparation.

F. Cutting and Patching.

G. Alteration Project procedures.

1.2 COORDINATION

A. Coordinate scheduling, submittals, and Work of the various Sections of the Project Manual to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial

Completion.

1.3 PRE-CONSTRUCTION MEETING

A. Contracting Officer will schedule a meeting after Notice of Award.

B. Attendance Required: Contracting Officer, Project Manager, and Contractor.

C. Agenda:

1. Distribution of Contract Documents.

2. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

3. Designation of personnel representing the parties in Contract.

4. Procedures and processing of field decisions, Submittals, Substitutions, Applications for

Payments, Proposal Request, Change Orders, and Contract Closeout procedures.

5. Project Safety Plan Submittal by the Contractor to the FAA. Written Programs and Plans for:

a. Emergency Action Plan

b. Other topics at the Contractors discretion.

COORDINATION AND MEETINGS 010390 - 2

6. Scheduling.

D. Record minutes and distribute copies within seven (7) days after meeting to participants, with two (2) copies to Contracting Officer, Project Manager and participants, and those affected by decisions made.

1.4 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work. These meetings will occur at a maximum of weekly and a minimum bi-weekly, unless otherwise required by the

Contracting Officer.

B. Make arrangements for meetings, prepare agenda with copies for participants; preside at meetings.

C. Attendance Required: Job Superintendent, major Subcontractors and suppliers, Contracting

Officer, Project Manager and others as appropriate to agenda topics for each meeting.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work in progress.

3. 3 Week Look Ahead

a. Field observations

b. Identification of problems which impede planned progress

4. Status of Submittals, RFIs and RFPs

5. Maintenance of progress schedule.

a. Review of off-site fabrication and delivery schedules

b. Corrective measures to regain projected schedules

c. Effect of proposed changes on progress schedule and coordination

6. Testing planned and required in accordance with contract requirements

7. Quarterly Environmental and Safety discussion to review MMAC policies and operational controls.

E. Record minutes and distribute copies within seven (7) days after meeting to participants, with two (2) copies to Contracting Officer, Project Manager and participants, and those affected by decisions made.

PART 2 - PRODUCTS

Not Used

END OF SECTION

CUTTING AND PATCHING 010450 - 1

SECTION 010450 - CUTTING AND PATCHING

PART 1 - GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

A. Definition: “Cutting and Patching” includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition.

1. Cutting and patching is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed for other similar purposes.

a. Areas where Cutting and Patching occurs should be inspected to determine if

Asbestos Composition Materials (ACM) exists. If material is determined to be

ACM, inform the Owner and Architect and develop a plan to mitigate any disturbance of the ACM.

2. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not considered to be “cutting and patching” under this definition. Drilling of holes to install fasteners and similar operations are also not considered to be “cutting and patching”.

3. “Demolition” and “Selective Demolition” are recognized as related-but-separate categories of work, which may or may not require cutting and patching as defined in this section; refer to “Minor Demolition for Remodeling” sections of Division 2.

B. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work.

1. Unless otherwise specified, requirements of this section apply to mechanical and electrical work. Refer to Division-15 and Division-16 sections for additional requirements and limitations on cutting and patching of mechanical and electrical work.

1.2 QUALITY ASSURANCE

A. Requirements for Structural Work: Refer to Section 024119 - Selective Demolition. Do not cut and patch structural work in a manner that would result in a reduction of load-carrying capacity or of load-deflection ratio. Prior to such work, obtain approval of project’s structural engineer.

B. Before cutting and patching the following categories of work, obtain the Contracting Officer’s approval to proceed.

1. Structural steel.

2. Miscellaneous structural metals, including lintels, equipment supports, and similar categories of work.

3. Structural concrete.

4. Foundation construction.

CUTTING AND PATCHING 010450 - 2

5. Retaining walls.

6. Structural decking.

7. Roofing system.

8. Piping, ductwork, vessels and equipment.

9. Shoring, bracing, and sheeting.

10. Primary operational systems and equipment.

11. Noise and vibration control elements and systems.

12. Control, communication, conveying, and electrical wiring systems.

C. Visual Requirements: Do not cut and patch work exposed on the building’s exterior or in its occupied spaces in a manner that would, in the Contracting Officer’s opinion, result in lessening the building’s aesthetic qualities. Refer to the demolition drawings provided as part of the construction documents. Ask questions prior to performing cutting and patching work rather than after such performance. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the

Contracting Officer to be cut and patched in a visually unsatisfactory manner.

1.3 SUBMITTALS

A. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is requested, submit proposed procedures for this work well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal:

1. Describe nature of the work and how it is to be performed, indicating why cutting and patching cannot be avoided. Describe anticipated results of the work in terms of changes to existing work, including structural, operational and visual changes as well as other significant elements.

2. List products to be used and firms including their qualifications that will perform the work.

3. Give dates when work is expected to be performed.

4. List utilities that will be disturbed or otherwise affected by work, including those that will be relocated and those that will be out of service temporarily. Indicate how long utility service will be disrupted.

5. When cutting and patching of structural work involves the addition of reinforcement, submit details and engineering calculations to show how that reinforcement is integrated with original structure to satisfy requirements.

6. Do not cut through the existing roofing system without proper approval from the

Contracting Officer. Any work on the existing roof must be done in such a manner and with proper authorization as not to void the roof warranty.

7. Waste Management Plan in accordance with AMS Clause # 3.6.3-22

CUTTING AND PATCHING 010450 - 3

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Except as otherwise indicated, or as directed by the Contracting Officer, use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.

1. The use of a trade name and suppliers name and address is to indicate a possible source of the product. Products of the same type from other sources shall not be excluded provided they possess like physical and functional characteristics.

2. Patch with similar or comparable systems and with approval from the warranty holders so that existing warranties are not voided.

3. Patch existing roof system with like or similar system and with the approval of the original manufacturer so that the existing roof system warranty is maintained.

PART 3 - EXECUTION

3.1 INSPECTION

A. Before cutting, examine the surfaces to be cut and patched and the conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work.

1. Before the start of cutting work, meet at the work site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate layout of the work and resolve potential conflicts before proceeding with the work.

3.2 PREPARATION

A. Temporary Support: To prevent failure provide temporary support of work to be cut.

B. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions of that part of the project that may be exposed during the cutting and patching operations.

1. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

C. Take precaution not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them.

D. When machinery can damage municipal roads or parking lots to access the work site, protect the roads and lots.

CUTTING AND PATCHING 010450 - 4

3.3 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching work. Except as otherwise indicated or as approved by the Contracting Officer, proceed with cutting and patching at the earliest feasible time and complete work without delay.

B. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible review proposed procedures with the original installer; comply with original installers recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole.

2. Cut holes and slots neatly to size required with minimum disturbance of adjacent work.

To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use.

3. Comply with requirements of other applicable sections where cutting and patching requires excavating and backfilling.

4. By-pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated or abandoned. Cut-off conduit and pipe in walls or partitions to be removed. After by-pass and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter.

C. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work.

1. Where feasible, inspect and test patched areas to demonstrate integrity of work.

2. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing

3. Where removal of walls or partitions extends one finished area into another finished area, patch and repair floor and wall surfaces in the new space to provide asn even surface of uniform color and appearance. If necessary to achieve uniform color and appearance, remove existing floor and wall coverings and replace with new materials.

a. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coat.

4. Patch, repair or rehang existing ceiling as necessary to provide an even plane surface of uniform appearance.

5. Patch existing roof system with like or similar system to maintain positive drainage to roof drains and watertight roof membrane.

3.4 CLEANING

A. Thoroughly clean areas and spaces where work is performed or used as access to work. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit, and similar features before painting or other finish is applied. Restore damage pipe covering to its original condition.

END OF SECTION

UNIT PRICES 012700 - 1

SECTION 012700 - UNIT PRICES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

B. Related Section:

1. Division 1 Section "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

2. Division 1 Section “Summary of Work” for proposal form.

1.2 DEFINITIONS

A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the

Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

PART 2 - PRODUCTS

Not Used

UNIT PRICES 012700 - 2

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price No. 1: AFTER HOURS AND WEEKEND PROJECT CONSTRUCTION

ACTIVITIES

1. Description: Normal working hours for this project are 6:00am though 6:00pm Monday through Friday; provide hourly rates for the following trades

2. Description: Provide hourly Rates for the following Trades for After Hours and

Weekend Project Construction Activities :

a. Carpenter:

b. Drywall Installation:

c. Electrician:

d. Field Superintendent:

e. Heavy Equipment Operator:

f. Iron worker:

g. Laborer:

h. Painter

i. Roofing Installation Labor:

j. Sheet Metal Worker:

k. Trade Foreman

l. Project Manager:

3. Unit of Measure: Cost per hour of work.

B. Unit Price No. 2: RAISED ACCESS FLOOR TILE REPLACEMENT

1. Description: There are approximately 306 existing raised access floor tiles with existing floor boxes. The new design shows a total of 80 being reused, therefore it is anticipated that the contractor will need to replace a total of 226 raised access floor tile with new as part of their Base Bid due to abandoned floor box penetrations. Due to the likelihood that there may be additional existing conditions that were unforeseen during design ,the

Contractor shall assume that they will need to replace 250 raised access floor tile as part of their Base Bid.

2. Description: Contractor shall provide unit price should any additional raised access floor tiles (beyond 250) be encountered that need to be replaced as part of this project.

END OF SECTION

SUBMITTALS 013000 - 1

SECTION 013000 - SUBMITTALS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Submittal Schedule.

B. Submittal procedures.

C. Format Of Submittals.

D. Construction progress schedules.

E. Proposed Products list.

F. Waste Management Plan in accordance with AMS Clause # 3.6.3-22

1.2 RELATED SECTIONS

A. Section 014000 - Quality Requirements: Manufacturers' field services and reports.

B. Section 017000 - Contract Closeout: Contract warranties, bonds, manufacturers' certificates, and closeout submittals.

1.3 SUBMITTAL SCHEDULES

A. Submit to the Contracting Officer three (3) copies of a submittal schedule at the first progress meeting. Schedule shall include but not be limited to specification Section number, specification title, paragraph number, and/or drawing number, description of submitted item, date submitted, date to location, reviewer action. Update the schedule at each subsequent progress meeting.

Refer to example of schedule as attached at the end of this Section.

1.4 SUBMITTAL PROCEDURES

A. Transmit each submittal with Contracting Officer accepted completed transmittal form as attached to this specification Section.

B. Sequentially number the transmittal forms. Revise submittals with original number and a sequential alphabetic suffix. Example: 262200-01-00 - Low Voltage Transformers. If a resubmittal is required, the subsequent submittal number would be 262200-02-01 - Low Voltage

Transformers.

C. Identify Project, Contractor, Subcontractor or Supplier; pertinent drawing and detail number, and specification Section number, as appropriate.

SUBMITTALS 013000 - 2

D. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. If the Contractor's review has not been completed, the submittal will be returned with no action.

E. Schedule submittals to expedite the Project. Electronically deliver submittals to Architect at michal.biery@benham.com. The Architect will review the submittal and forward to the

Contracting Officer e-mail address for review. Coordinate submission of related items.

F. For each submittal for review, allow fourteen (21 Calendar days) excluding delivery time to and from the Contractor.

G. Identify variations from Contract Documents and Product or system limitations, which may be detrimental to successful performance of the completed Work.

H. Provide space for Architect, Contractor and Contracting Officer review stamps.

I. On submittals that are categorized as "revise and resubmit", identify all changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with provisions.

K. Submittals not requested will not be recognized or processed.

L. Waste Management Plan in accordance with AMS Clause # 3.6.3-22. Periodic (monthly) demolition waste management/disposition inventories shall be submitted.

1.5 FORMAT OF SUBMITTALS

A. Electronic submittals are preferred. Coordinate procedure with the FAA Project Manager.

Submittals of entire systems shall be submitted as a complete unit with necessary appurtenances related and/or a part of the systems unit. Systems shall be defined as follows but not limited to those listed: HVAC, plumbing, and any other system which will require sub-systems for the system to work in a manner as designed in the Contract Documents.

B. Identifying Submittals: Identify submittals with the following information permanently adhered to or noted on each separate component of each submittal and noted on the transmittal form.

Tab indexed Section dividers as required to separate components or Products. Mark each copy of each submittal identically, with the following:

1. Project title and location.

2. Construction contract number.

3. The Section number of the specification Section by which the submittal is required

(262200-01-00 - Low Voltage Transformers))

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 for Product Data:

Technical Specifications Final Submittal FAA Air Navigation Facility #2

Work Order 6973GH-22-F-01570 2nd Floor Academy Buildout mailto:%20michal.biery@benham.com.

mailto:%20michal.biery@benham.com.

SUBMITTALS 013000 - 3

1. Submit electronic copies which the Contract requires, one (1) copy the Contractor shall submit as a Project record documents in accordance with Section 001700. Present

Product data submittals for each Section as a complete submittal. Include a table of contents listing page and catalog item numbers for Product data.

2. Indicate, by prominent notation, each Product which is being submitted; indicate the specification Section number and paragraph number to which it pertains. Identify applicable Products, models, options, and other data. Provide results of test reports specified in each specification Section. Supplement manufacturers' standard data to provide information unique to this Project.

3. Indicate Product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

4. Supplement Product data with material prepared for the Project to satisfy submittal requirements for which Product data does not exist. Identify this material as developed specifically for the Project.

5. After review distribute in accordance with the Submittal Procedures article above and provide copies for record documents described in Section 001700 - CONTRACT

CLOSEOUT.

D. Format for Shop Drawings:

1. Electronic submittals are preferred. Coordinate procedure with the project manager.

2. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 x 42 inches.

Present 8-1/2 x 11-sized shop drawings as a part of the bound volume for the submittals required by the Section. Present larger drawings in sets. 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." Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Identify materials and Products for Work shown.

3. Shop Drawings: Submit for review. After review, produce copies and distribute in accordance with the SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 0 - CONTRACT CLOSEOUT.

4. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

E. Format of Administrative Submittals:

1. When the submittal includes a document which is to be used in the Project or become a part of the Project record, other than as a submittal, do not apply the Contractor's approval stamp to the document, but to a separate sheet accompanying the document.

2. Operation and Maintenance Manual Data: Submit in accordance with Section 01730, Operation and Maintenance Data. Include components required in that Section and the various technical Sections.

3. Waste Management Plan in accordance with AMS Clause # 3.6.3-22. Periodic (monthly) demolition waste management/disposition inventories should be submitted.

F. Manufacturer Installation Instructions:

1. When specified in individual specification Sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Contracting

Officer in quantities specified for Product Data.

2. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

SUBMITTALS 013000 - 4

G. Manufacturer Certificates:

1. When specified in individual specification Sections, submit certification by manufacturer to Contracting Officer, in quantities specified for Product Data.

2. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

3. Certificates may be recent or previous test results on material or Product but must be acceptable to Contracting Officer.

1.6 CONSTRUCTION PROGRESS SCHEDULES

A. Submit initial baseline schedule within five (5) days after date established in Notice to Proceed.

B. Construction progress schedule shall have construction activity line items that correspond to the schedule of values as listed in Section 010190 - Contract Considerations.

C. Revise and resubmit the construction progress schedule to reflect the actual progress of construction. The original baseline schedule shall not change except, as permitted with approved extension of time.

D. Submit revised schedules with each Application for Payment, identifying changes since previous version. The application for payment shall not be considered complete, and the application will not be processed until the schedule or revised schedule is submitted.

E. Submit a computer-generated chart with separate line for each major activity or Section of

Work, identifying first workday of each week.

F. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration.

G. Indicate estimated percentage of completion for each item of Work at each submission.

H. Indicate submittal dates required for shop drawings, Product data, and Product delivery dates, in relationship to the scheduled installation.

1.7 PROPOSED PRODUCTS LIST

A. Within fifteen (15) days after date of Notice to Proceed, submit list of major Products proposed for use, with name of manufacturer, trade name, and model number of each Product.

B. For Products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

Not Used

END OF SECTION

QUALITY REQUIREMENTS 014000 - 1

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including F.A.A. General and Supplementary

Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the

Contract Document requirements.

1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-control services required by Owner

Representative, Contracting Officer, or authorities having jurisdiction are not limited by provisions of this Section.

C. Related Sections include the following:

1. Divisions 2 through 16 Sections for specific test and inspection requirements.

1.3 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after…