ATTACHMENT 3 2025.02.20_FAA_HQB MEP UPGRADES_100 CD_PROJECT MANUAL.pdf

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER

Mechanical and Electrical Upgrades

Headquarters Building

OKLAHOMA CITY, OKLAHOMA

Project Manual

Type B - 100% Design Submission

February 20, 2025

5801 Broadway Extension, Suite 500

Oklahoma City, Oklahoma 73118-7436

Telephone # (405) 840-2931 FAX # (405) 842-7750

FAA - W.O. #21-002533

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 000107 – SEALS PAGE

SECTION 003126 - EXISTING HAZARDOUS MATERIAL INFORMATION

SECTION 003143 - PERMIT APPLICATION

SECTION 004373 - PROPOSED SCHEDULE OF VALUES FORM

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 010100 - SUMMARY OF WORK

SECTION 010190 - CONTRACT CONSIDERATIONS

SECTION 010280 - MODIFICATION PROCEDURES

SECTION 010300 - OPTIONS

SECTION 010390 - COORDINATION AND MEETINGS

SECTION 010450 - CUTTING AND PATCHING

SECTION 012100 - ALLOWANCES

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

SECTION 017900 - DEMONSTRATION AND TRAINING

SECTION 019113 - GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 024119 - SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

SECTION 042000 - UNIT MASONRY

SECTION 047200 - CAST STONE MASONRY

DIVISION 05 - METALS

SECTION 055000 - METAL FABRICATIONS

Table of Contents

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TOC - 1

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 061000 - ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 072100 - THERMAL INSULATION

SECTION 078413 - PENETRATION FIRESTOPPING

SECTION 078446 - FIRE-RESISTIVE JOINT SYSTEMS

SECTION 079200 - JOINT SEALANTS

DIVISION 08 - OPENINGS

SECTION 081416 - FLUSH WOOD DOORS

SECTION 083113 - ACCESS DOORS

SECTION 087100 - DOOR HARDWARE

DIVISION 09 - FINISHES

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

SECTION 092900 - GYPSUM BOARD

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096813 - TILE CARPETING

SECTION 099123 - INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

SECTION 101423.16 - ROOM-IDENTIFICATION PANEL SIGNAGE

DIVISION 21 - FIRE SUPPRESSION

SECTION 211313 - WET PIPE SPRINKLER SYSTEMS

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

SECTION 230130.52 - EXISTING HVAC AIR DISTRIBUTION SYSTEM CLEANING

SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

SECTION 230523.12 - BALL VALVES FOR HVAC PIPING

SECTION 230523.14 - CHECK VALVES FOR HVAC PIPING

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 230713 - DUCT INSULATION

SECTION 230719 - HVAC PIPING INSULATION

SECTION 230900 - INSTRUMENTATION AND CONTROL FOR HVAC

SECTION 230923 - DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

SECTION 230923.11 - CONTROL VALVES

SECTION 231123 - FACILITY NATURAL-GAS PIPING

SECTION 232113 - HYDRONIC PIPING

Table of Contents

TOC - 2

SECTION 232116 - HYDRONIC PIPING SPECIALTIES

SECTION 232300 - REFRIGERANT PIPING

SECTION 233113 - METAL DUCTS

SECTION 233300 - AIR DUCT ACCESSORIES

SECTION 233600 - AIR TERMINAL UNITS

SECTION 237313.16 - INDOOR, SEMI-CUSTOM AIR-HANDLING UNITS

SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS

DIVISION 26 - ELECTRICAL

SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 260573.13 - SHORT-CIRCUIT STUDIES

SECTION 260573.16 - COORDINATION STUDIES

SECTION 260573.19 - ARC-FLASH HAZARD ANALYSIS

SECTION 260800 - COMMISSIONING OF ELECTRICAL SYSTEMS

SECTION 260944 - LIGHTING CONTROLS

SECTION 260951 - CENTRAL INVERTER FOR EMERGENCY LIGHTING

SECTION 262200 - LOW-VOLTAGE TRANSFORMERS

SECTION 262416 - PANELBOARDS

SECTION 262726 - WIRING DEVICES

SECTION 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 263213.16 - GAS ENGINE-DRIVEN GENERATOR SETS

SECTION 263600 - TRANSFER SWITCHES

SECTION 263601 - GENERATOR DOCKING STATION

SECTION 264313 - SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS

SECTION 265119 - LED INTERIOR LIGHTING

SECTION 265619 - LED EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

SECTION 275319.13 - FIRST RESPONDER DISTRIBUTED ANTENNAE SYSTEMS (DAS)

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 283111 - DIGITAL, ADDRESSABLE FIRE ALARM SYSTEM

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 321313 - CONCRETE PAVING

SECTION 321373 - CONCRETE PAVING JOINT SEALANTS

SECTION 321716 - PARKING CONTROLS

TOC - 3

DIVISION 33 - UTILITIES

SECTION 333111 - SITE SANITARY UTILITY SEWERAGE

SECTION 334100 - STORM UTILITY DRAINAGE PIPING

TOC - 4

FAA - W.O. #21-002533 February 20, 2025

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect:

1. Responsible for Divisions 01-14 except where indicated as prepared by other design professionals of record.

B. Fire-Protection Engineer:

1. Responsible for Division 21 except where indicated as prepared by other design professionals.

C. HVAC Engineer:

1. Responsible for Division 23 except where indicated as prepared by other design professionals of record.

D. Electrical Engineer:

1. Responsible for Divisions 26-28 except where indicated as prepared by other design professionals of record.

END OF DOCUMENT 000107

SEALS PAGE FAA MMAC HQB MEP UPGRADES 000107 - 1

MICHAEL

JAMES

TURNER

a5815

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

JASON

MARK

ELLIOTT

30719

OKLAHOMA CERTIFICATE

OF AUTHORIZATION

P.E: # 1072

EXP. 06/30/26

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

J.T.

LITTLE JR.

20555

OKLAHOMA CERTIFICATE

OF AUTHORIZATION

ARCHITECTURE: # 00199

EXP. 06/30/2025

EXISTING HAZARDOUS MATERIAL INFORMATION

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DOCUMENT 003126 - EXISTING HAZARDOUS MATERIAL INFORMATION

PART 1 - GENERAL

1.1 EXISTING HAZARDOUS MATERIAL INFORMATION

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for FAA HQB MEP Upgrades. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions. This Document and its attachments are not part of the Contract Documents.

B. An existing asbestos floor plan dated August 1, 2022, is available for viewing as appended to this Document.

END OF DOCUMENT - 003126

PERMIT APPLICATION

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DOCUMENT 003143 - PERMIT APPLICATION

PART 1 - GENERAL

1.1 PERMIT APPLICATION INFORMATION

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for FAA HQB MEP Upgrades. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of the Bidders' own investigations. This Document and its attachments are not part of the Contract Documents.

B. Permit Application: The building permit for Project will be applied for by Contractor. A copy of the Permit Application is attached to this Document. Contractor is responsible for picking up the permit and paying the balance of the permit fees.

END OF DOCUMENT 003143

PROPOSED SCHEDULE OF VALUES FORM

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SECTION 004373 - PROPOSED SCHEDULE OF VALUES FORM

PART 1 - GENERAL

1.1 PROPOSED SCHEDULE OF VALUES FORM

A. Proposed Schedule of Values Form: Provide a breakdown of the bid amount, including alternates, in enough detail to facilitate continued evaluation of bid. Coordinate with the Project Manual table of contents. Provide multiple line items for principal material and subcontract amounts in excess of five percent of the Contract Sum.

B. Arrange schedule of values using AIA Document G703-1992.

1. Copies of AIA standard forms may be obtained from the American Institute of Architects; https://www.aiacontracts.org/ library; (800) 942-7732.

END OF DOCUMENT - 004373

https://www.aiacontracts.org/%20library

SUMMARY OF WORK

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SECTION 010100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SECTION INCLUDES

Work Description

A. Contractor use of site and premises.

B. Permits and Licenses.

C. Owner occupancy.

D. Project Funding.

1.2 RELATED SECTION

A. Section 010300 - Options - Description

1.3 WORK DESCRIPTION

Work Location: Federal Aviation Administration, Mike Monroney Aeronautical Center, FAA Headquarters Building (Building 1), Oklahoma City, Oklahoma, 73169.

A. Completion of Work: The Contractor shall be required to (a) commence Work under this contractor 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 not later than: Fall 2027

B. Work includes mechanical and electrical upgrades to HQB-001. The work shall be phased to accommodate continued operations wthin the facility.

C. Work DOES NOT Include:

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

2. Furnishing or installation of new communications or security equipment and cabling.

1.4 CONTRACTOR USE OF THE SITE AND PREMISES

A. Limit use of site and premises to allow:

1. Owner occupancy.

2. Work by others.

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a. FAA IT personnel will be installing telecommunications.

b. Johnson Controls will be working concurrently with the Contractor on the installation of the New Controls system.

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

B. Security Requirements: Contractor shall comply with all applicable Department of Transportation (DOT), FAA, and MMAC security directives while performing Work of this contract.

C. User / Owner Occupancy: The building will remain partially occupied during the duration of this project. The Contractor shall make every effort to not disrupt the day to day operations of this facility. The Contractor will be responsible for providing safety barriers, warnings, temporary lighting, heating and other appurtenances necessary to keep the occupants safe.

Contractor shall provide temporary dust-proof partitions to demark exit travel and maintain safe egress from the building for the second floor occupants of the building at all times. At least three means of egress from each floor are required to be accessible at all times.

D. Time Restrictions – Base Bid: Work shall be conducted between 6:00 a.m. and 6:00 p.m. on normal government workdays. No Work, with the exception of the demolition work as described below, 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, 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, 405-954-4574 to coordinate scheduling of any work to be done outside of the occupants normal working hours.

E. Utility Outages and Shutdown: Coordinate with Contracting Officer Representative. Outages affecting FAA Operations are required to be accomplished during Saturdays, Sundays or designated government holidays. Prior to any outage or shutdown, seven (7) working days notification must be made to coordinate scheduling of any Work to be performed during any hours.

F. The Contractor will be responsible for providing safety barriers, warnings, temporary lighting, heating, air conditioning, ventilation and other appurtenances necessary to keep the occupants safe. Contractor shall provide temporary dust-proof partitions to demark exit travel and maintain safe egress from building for the occupants of the building at all times.

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1.5 PERMIT AND LICENSES

A. Contractor shall secure and pay for all permits, licenses, etc. required in the execution of the Work, whether of a permanent or temporary nature.

1.6 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. The Contractor will also be asked to provide a detailed cost breakdown.

B. All schedule of Values will include a line item for Project Closeout. This line item would be valued at (5% to 10%).

C. Concrete slab demolition and removal.

1. Construction of new concrete slab at the first floor base bid and Option 1 area, including reinforcing and perimeter insulation.

2. Sub-soil removal and disposal and replacement and compaction of new sub-soil for the base bid and Option 1 area.

3. Removal and replacement of the existing windows at the first floor base bid area.

4. Mechanical Systems

5. Fire Protection Systems

6. Electrical Systems.

7. Other items as requested by the Contracting Officer.

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

END OF SECTION - 010100

CONTRACT CONSIDERATIONS

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SECTION 010190 - CONTRACT CONSIDERATIONS

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 010300 – Options: Description of options that may or may not be considered.

C. 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

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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.

END OF SECTION

MODIFICATION PROCEDURES

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SECTION 0010280 - 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 012900 - Payment Procedures: Payment applications

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

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

D. 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.

B. Change Order Forms: Format provided in Document 000800.

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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.

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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.

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1.12 Weather Related Delay Claims

A. 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.

B. 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.

C. 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.

D. 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 3 3 4 4 5 4 3 3 4 3 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.

OPTIONS

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SECTION 010300 - OPTIONS

PART 1 - BASE BID

1.1 GENERAL

A. Protect existing flooring and FF&E.

1.2 ARCHITECTURAL

A. Build out new electrical closets including HVAC, lighting, electrical and fire protection requirements.

B. Provide new ceiling grid and tile in areas of base bid.

C. Where furniture and/or equipment must be moved in order to accomplish work, give minimum of 7 day notice to AMP-400 project manager, who will coordinate with FAA moving services to accomplish the move.

D. Build out new screen wall for new emergency power generator.

1.3 MECHANICAL

A. Replace AHU-1 in basement and associated local ductwork as well as basement fan coil units as noted on plans.

B. Provide new medium pressure natural gas supply feed and associated meter in basement for replacement generator.

C. Replace HVAC terminal units as noted on plans.

D. Replace existing control valves and sensors with DDC as noted on plans.

E. Add new isolation dampers to main duct branches at the shafts for each floor to be isolated.

F. Install new mini split units as noted on plans.

1.4 ELECTRICAL

A. All electrical work and panel upgrades associated with HVAC upgrade.

B. Replace and upgrade panels identified as having insufficient spare capacity to support future growth.

C. Replace with same version equipment or newer equipment all overcurrent protection devices in panels with fused disconnects and antiquated breakers.

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D. Upgrade the main service entrance surge protective device (SPD.) See sheet EP601 for further information.

E. Contractor shall replace fuses in existing bus plugs, any new fuses shall be utilized in the SCCA and AFHA studies. See sheets EP604 & EP605 for further information.

F. Remedy the existing electrical system code compliance issues. The majority of the code issues are remedied by providing new electrical closets that provide proper code required dedicated and working space. Overcurrent protection was also provided on the secondary side of some transformers where missing but required by code.

G. Replace building generator.

H. Replace generators automatic transfer switch with new life-safety and stand-by automatic transfer switches.

I. Separate the generator power system into separate life-safety and standby distribution systems.

J. Upgrade lighting and controls in each stairwell to provide normal and emergency egress lighting from top to bottom throughout each vertical stairwell per lighting plans. Also, provide temporary power for each stairwell as required throughout all phases of construction. See phasing plans.

K. Provide and install new lighting inverters on each floor in new electrical closets.

L. Provide HVAC power, Inverter power, receptacles and lighting controls in new electrical closets.

M. Contractor shall perform overcurrent protection coordination study and arc-flash analysis.

N. Identify / replace basement below-slab conduit and conductors with above slab routing.

1.5 Bid Option 1

A. Replace existing HVAC ductwork and associated transfers and appurtenances (on roof and in building) and controls as noted on plans.

B. Clean existing HVAC ductwork (on roof and in building) and controls as noted on plans.

1.6 Bid Option 2

A. Replace with same version equipment or newer equipment, all lighting and controls not included in base bid. See all lighting plan sheets for further information.

1.7 Bid Option 3

A. Replace existing in-slab walker raceway conductors and wiring devices as shown and noted on electrical power plans.

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1.8 Bid Option 4

A. Replace carpet, wall base, and paint walls in areas as shown on IN105 through IN108 in the drawings. In particular, new finishes are not included in main corridors, which were updated to FAA standards in a previous project. Contractor is required to carefully raise systems furniture, files and other heavy office equipment in order to install new finishes.

1.9 Bid Option 5

A. Replace with same version equipment or newer equipment of fire alarm system. See plans for additional information.

1.10 Bid Option 6

A. Install new ERRCS system. See plans for additional information.

END OF SECTION - 010300

COORDINATION AND MEETINGS

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SECTION 0010390 - 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 clean up 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.

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

a. Hazardous Work included in this Project.

b. Fall Protection Methods

c. Hazardous Material Procedures

d. Emergency Action Plan

e. Other topics at the Contractors discretion.

6. Scheduling.

D. Record minutes and distribute electronic copies within seven (7) days after meeting to Contracting Officer, Project Manager and all 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.

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

END OF SECTION - 010390

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INTENTIONALLY LEFT BLANK

CUTTING AND PATCHING

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SECTION 0010450 - 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 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 projects 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.

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3. Structural concrete.

4. Foundation construction.

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 it’s 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.

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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

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.

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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.

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 ares 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

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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 it’s original condition.

END OF SECTION - 010450

ALLOWANCES

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SECTION 012100 - ALLOWANCES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

B. Types of allowances include the following:

1. Quantity allowances.

C. Related Requirements:

1. Section 010280 "Modification Procedures" for procedures for submitting and handling Change Orders.

1.3 DEFINITIONS

A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.

1.4 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection, or purchase and delivery, of each product or system described by an allowance must be completed by the Owner to avoid delaying the Work.

B. At Architect's request, obtain proposals for each allowance for use in making final selections.

Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by Architect from the designated supplier.

1.5 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.

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1.6 INFORMATIONAL SUBMITTALS

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.7 QUANTITY ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance.

1.8 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, required maintenance materials, and similar margins.

1. Include installation costs in purchase amount only where indicated as part of the allowance.

2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other markups.

3. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

B. Submit claims for increased or decreased costs due to a change in the scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.

1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Contract Documents.

2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated.

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PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES (Edit below per project requirements)

A. Allowance No. 1: Lump-Sum Allowance: Include the sum of $5,000.00 for the repairs required to patch opening in fire rated walls and floor assemblies. This allowance is for missing fire stopping or opening in walls that currently exist and does not cover the firestopping of new penetrations or new fire walls required or shown as part of the new work. The contractor shall inventory walls and floors for missing firestopping materials and wall assemblies prior to work in that area and notify the contracting manager. Provide a summary of cost to the contracting manager prior to work in those areas.

1. This allowance includes material, receiving, handling, and installation costs, and Contractor overhead and profit.

SUBMITTALS

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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 an electronic 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.

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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.