ATTACHMENT 1-SPECIFICATIONS VOLUME 1.pdf

FEDERAL AVIATION ADMINISTRATIONFEDERAL AVIATION ADMINISTRATIONFEDERAL AVIATION ADMINISTRATIONFEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER

Renovation of MPB-24 (Multi-Purpose Building)

OKLAHOMA CITY, OKLAHOMA

SpecificationsSpecificationsSpecificationsSpecifications

Volume OneVolume OneVolume OneVolume One Type B - Final Submission

December 20, 2017

Architects Engineers Planners 5801 Broadway Extension, Suite 500

Oklahoma City, Oklahoma 73118-7436

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

TABLE OF CONTENTS

Type B – Final Submission

December 20, 2017

VOLUME ONE

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 012700 – UNIT PRICES

SECTION 013000 – SUBMITTALS

SECTION 014000 – QUALITY REQUIREMENTS

SECTION 015000 – CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

SECTION 015723 – STORM WATER POLLUTION PREVENTION

SECTION 015900 – FIELD OFFICES AND SHEDS

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 019113 – GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

SECTION 024119 – SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033132 – GEOTECHNICAL DATA

DIVISION 04 - MASONRY

SECTION 042200 - CONCRETE UNIT MASONRY

DIVISION 05 - METALS

SECTION 051200 - STRUCTURAL STEEL FRAMING

SECTION 051213 - ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING

SECTION 053100 – STEEL DECKING

SECTION 054000 - COLD-FORMED METAL FRAMING

SECTION 055000 - METAL FABRICATIONS

SECTION 055113 - METAL PAN STAIRS

SECTION 055213 - PIPE AND TUBE RAILINGS

SECTION 057300 - DECORATIVE METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 061000 - ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 062023 - INTERIOR FINISH CARPENTRY

SECTION 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 071326 - SELF-ADHERING SHEET WATERPROOFING

SECTION 071613 – POLYMER MODIFIED CEMENT WATERPROOFING

SECTION 071800 – TRAFFIC COATINGS

SECTION 072100 - THERMAL INSULATION

SECTION 072419 – WATER-DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)

SECTION 074213.19 - INSULATED METAL WALL PANELS

SECTION 075550 – MODIFIED BITUMEN MEMBRANE ROOFING

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 077200 – ROOF ACCESSORIES

SECTION 077600 – ROOF DECKING PAVERS

SECTION 078413 – PENETRATION FIRESTOPPING

SECTION 078443 – JOINT FIRESTOPPING

SECTION 079200 - JOINT SEALANTS

DIVISION 08 - OPENINGS

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 083113 - ACCESS DOORS AND FRAMES

SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

SECTION 084413 - GLAZED ALUMINUM CURTAIN WALLS

SECTION 087100 - DOOR HARDWARE

SECTION 087113 – AUTOMATIC DOOR OPERATORS

SECTION 088000 – GLAZING

SECTION 088800 – DYNAMIC GLAZING

SECTION 089119 - FIXED LOUVERS

DIVISION 09 - FINISHES

SECTION 090690 – COLOR SCHEDULE

SECTION 092116.23 - GYPSUM BOARD SHAFT WALL ASSEMBLIES

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

SECTION 092900 - GYPSUM BOARD

SECTION 093013 - CERAMIC TILING

SECTION 093023 – GLASS TILING

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096519 - RESILIENT TILE FLOORING

SECTION 096813 - TILE CARPETING

SECTION 096933 - LOW-PROFILE FIXED HEIGHT ACCESS FLOORING

SECTION 097200 – PRESENTATION DRYERASE WALL COVERING

SECTION 098433 – SOUND ABSORBING WALL UNITS

SECTION 099113 – EXTERIOR PAINTING

SECTION 099123 - INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

SECTION 101100 – VISUAL DISPLAY SOUND CONTROL BOARD ASSEMBLIES

SECTION 101419 – DIMENSIONAL LETTER SIGNAGE

SECTION 101423.13 – ROOM-IDENTIFICATION SIGNAGE

SECTION 102113.19 - PLASTIC TOILET COMPARTMENTS

SECTION 102219 – DEMOUNTABLE GLASS PARTITIONS

SECTION 102600 – WALL PROTECTION

SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES

SECTION 104413 - FIRE EXTINGUISHER CABINETS

SECTION 104416 - FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

NOT USED

DIVISION 12 - FURNISHINGS

SECTION 122413 – ROLLER WINDOW SHADES

SECTION 123661.16 - SOLID SURFACING COUNTERTOPS

DIVISION 14 - CONVEYING EQUIPMENT

SECTION 142123.16 - MACHINE-ROOM-LESS ELECTRIC TRACTION PASSENGER ELEVATORS

VOLUME TWO

DIVISION 21 - FIRE SUPPRESSION

SECTION 210800 – COMISSIONING OF FIRE SUPPRESSION

SECTION 211200 – FIRE SUPPRESSION STANDPIPES

SECTION 211313 - WET PIPE SPRINKLER SYSTEMS

SECTION 211316 – DRY PIPE SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

SECTION 220513 - COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

SECTION 220516 - EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING

SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

SECTION 220518 - ESCUTCHEONS FOR PLUMBING PIPING

SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING

SECTION 220523 – GENERAL-DUTY VALVES FOR PLUMBING PIPING

SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220548.13 - VIBRATION CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220719 - PLUMBING PIPING INSULATION

SECTION 220800 – COMISSIONING OF PLUMBING

SECTION 221116 - DOMESTIC WATER PIPING

SECTION 221119 – DOMESTIC WATER PIPING SPECIALTIES

SECTION 221316 – SANITARY WASTE AND VENT PIPING

SECTION 221319 – SANITARY WASTE PIPING SPECIALTIES

SECTION 221329 – SANITARY AND WASTERWATER SEWERAGE PUMPS

SECTION 221413 – FACILITY STORM DRAINAGE PIPING

SECTION 221423 – STORM DRAINAGE PIPING SPECIALTIES

SECTION 221429 – SUMP PUMPS

SECTION 223400 – FUEL-FIRED, DOMESTIC-WATER HEATERS

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

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

SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

SECTION 230516 - EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING

SECTION 230517 - SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

SECTION 230518 - ESCUTCHEONS FOR HVAC PIPING

SECTION 230519 - METERS AND GAGES FOR HVAC PIPING

SECTION 230523 - GENERAL-DUTY VALVES FOR HVAC PIPING

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 230548 - VIBRATION CONTROLS FOR HVAC

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 230800 – COMMISSIONING OF HVAC

SECTION 230900 - INSTRUMENTATION AND CONTROL FOR HVAC

SECTION 231123 – FACILITY NATURAL-GAS PIPING

SECTION 232113 - HYDRONIC PIPING

SECTION 232116 – HYDRONIC PIPING SPECIALTIES

SECTION 232300 - REFRIGERANT PIPING

SECTION 232500 – HVAC WATER TREATMENT

SECTION 233113 - METAL DUCTS

SECTION 233300 - AIR DUCT ACCESSORIES

SECTION 233423 - HVAC POWER VENTILATORS

SECTION 233600 - AIR TERMINAL UNITS

SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES

SECTION 237313 - CUSTOM OUTDOOR & INDOOR AIR-HANDLING UNITS

SECTION 238129 – VARIABLE REFRIGERANT FLOW SYSTEMS (VRF)

SECTION 238219 – FAN COIL UNITS

DIVISION 26 - ELECTRICAL

SECTION 260513 – MEDIUM-VOLTAGE CABLE

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 - 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 260572 - OVERCURRENT PROTECTIVE DEVICE SHORT-CIRCUIT STUDY

SECTION 260573 - OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

SECTION 260574 - OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY

SECTION 260924 – INSTRUMENTATION AND CONTROL FOR DYNAMIC GLAZING

SECTION 260940 – MOTORIZED ROLLER SHADE POWER AND CONTROL SYSTEM

SECTION 260943 –LIGHTING CONTROL SYSTEMS

SECTION 261219 – PAD-MOUNTED, LIQUID FILLED, MEDIUM-VOLTAGE TRANFORMERS

SECTION 261329 – PAD MOUNTED MEDIUM-VOLTAGE SWITCHGEAR

SECTION 262200 - LOW-VOLTAGE TRANSFORMERS

SECTION 262413 - SWITCHBOARDS

SECTION 262416 – PANELBOARDS

SECTION 262713 – ELECTRICITY METERING

SECTION 262726 - WIRING DEVICES

SECTION 262813 – FUSES

SECTION 262816 – ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 262923 – VARIABLE FREQUENCY MOTOR CONTROLLERS

SECTION 263600 - TRANSFER SWITCHES

SECTION 264113 – LIGHTNING PROTECTION FOR STRUCTURES

SECTION 265119 - LED INTERIOR LIGHTING

SECTION 265619 – LED EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

SECTION 270000 – TELECOMMUNICATIONS STANDARDS FOR THE MIKE MONRONEY

AERONAUTICAL CENTER

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 280513 - CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

SECTION 280526 - GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

SECTION 280528 - PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY

SECTION 280544 - SLEEVES AND SLEEVE SEALS FOR ELECTRONIC SAFETY AND SECURITY

PATHWAYS AND CABLING

SECTION 280800 – COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY SYSTEMS

SECTION 281300 - ACCESS CONTROL

SECTION 282300 - VIDEO SURVEILLANCE

SECTION 283111 – DIGITAL, ADDRESSABLE FIRE ALARM SYSTEM

DIVISION 31 - EARTHWORK

SECTION 311000 - SITE CLEARING

SECTION 312000 - EARTH MOVING

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 321313 - CONCRETE PAVING

SECTION 321373 - CONCRETE PAVING JOINT SEALANTS

SECTION 321726 - TACTILE WARNING SURFACING

SECTION 329200 - TURF AND GRASSES

DIVISION 33 - UTILITIES

SECTION 333111 – SITE SANITARY UTILITY SEWERAGE

SECTION 334100 - STORM UTILITY DRAINAGE PIPING

FAA - W.O. #2013007860 JANUARY 5, 2017

SUMMARY OF WORK 010100 - 1

FSB / FAA MPB Renovation (Type B)

SECTION 010100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Work Description.

B. Phasing Requirements

C. Contractor use of site and premises.

D. Permits and Licenses.

E. Owner occupancy.

F. Project Funding

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, MPB-24 Building, Oklahoma City, Oklahoma, 73169

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 not later than: 1,390 Days after notice to proceed.

1. Phase One: The Renovation of the partially occupied Basement - 300 calendar days after notice to proceed.

2. Phase Two: The Balance of the Project - 1,090 calendar days after notice to proceed.

C. BASE BID:

1. Demolition of existing interior walls, stairwells, elevator shafts, HVAC equipment and ductwork, below grade and interior plumbing lines and waste lines, sewage ejectors and vents, ceiling and wall finishes, electrical and telephone/communications/data lines, conduit, cabling and equipment.

2. Removal of existing concrete floor slab, excavation of existing sub-soil and the installation of new Structural Cross-Bracing and associated Foundations.

3. Placement of new structural fill material below floor slab and the replacement of concrete floor slab where indicated.

4. Refer to individual discipline drawings to determine detailed scope-of-work.

SUMMARY OF WORK 010100 - 2

5. New interior finishes to provide new administrative spaces consisting of new carpet tile, the installation of access flooring, new carpeting at select areas, new interior GWB partitions, new acoustical panel ceilings, renovated toilet areas, new lighting, new

HVAC system including new ductwork for the renovated basement area, new electrical system including power, lighting, communications and security system.

D. PHASE TWO Work Includes: Renovation of the approximately 63,000 partially, critically occupied First Floor, approximately 48,000 Second Floor and 48,000 Third Floor and associated New HVAC Equipment on the Roof and a partial roof replacement. The Owner will have occupancy of the Basement and the Data Center on the First Floor only (Critical

Occupancy). All other areas will be vacated.

1. Demolition of existing interior walls, stairwells, elevator shafts, HVAC equipment and ductwork, below grade and interior plumbing lines and waste lines, vents, ceiling and wall finishes, electrical and telephone/communications/data lines, conduit, cabling and equipment.

2. The removal of the existing exterior facade of the building and replacement with new exterior wall systems.

3. The installation of new Structural Cross-Bracing at the exterior and interior of the building.

4. The modification of the existing building expansion joints.

5. The addition of new structural concrete slab at the perimeter of the elevated floor plates, and the installation of cold-formed steel stud infill to support the new exterior facade materials.

6. Refer to individual discipline drawings to determine detailed scope-of-work.

7. New interior finishes to provide new administrative spaces consisting of new carpet tile, the installation of access flooring, new carpeting at select areas, new interior GWB partitions, new acoustical panel ceilings, renovated toilet areas, new lighting, new

HVAC system including new ductwork for the renovated basement area, new electrical system including power, lighting, communications and security system.

E. Options 1, 2, 3, 4 and 5 as described in Section 01030 – Options; Options may or may not be accepted, and are not dependent on any priority of selection.

F. Work DOES NOT Include:

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 be responsible for providing temporary service to the facility throughout the demolition of the existing equipment in the electrical vault, up until final connection and energization of the new electrical service.

B. The contractor shall give at least ten working days notice before any scheduled interruption of electrical service to any areas included in the scope of the project.

SUMMARY OF WORK 010100 - 3

C. 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.

D. 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. PHASE ONE: The Owner will have partial occupancy of the Basement, Studio

Area, Print Room; the Data Center on the First Floor (Critical Occupancy); the remainder of the First Floor, Second Floor and Third Floor. The estimated number of FAA Staff that will occupy the space will be approximately:

1) Six (6) Staff in the Print Room in the Basement

2) Ten (10) Staff in the Studio Graphics Area in the Basement

3) Four (4) Staff in the Data Center (critical occupancy) on the First Floor.

4) Approximately 450 Staff on the First, Second and Third Floors.

2. Work by others.

a. FAA IT personnel will be installing telecommunications and security equipment.

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

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 Department of

Transportation (DOT), FAA, and MMAC security directives while performing Work of this contract.

D. User / Owner Occupancy: The Print Room, Studio Graphics in the Basement and Data

Center on the First Floor of the building will be occupied throughout 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. .

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.

SUMMARY OF WORK 010100 - 4

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 the Project Manager at 405-954-4574. 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, seven (7) 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.

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."

END OF SECTION

FAA - W.O. #2013007860 DECEMBER 20, 2017

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 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 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

FAA - W.O. #2013007860 JANUARY 5, 2018

MODIFICATION PROCEDURES 010280 - 1

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.

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 FAA Project Manager will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time.

B. The Contracting Officer 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 Contracting

Officer, 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 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 Contracting Officer.

MODIFICATION PROCEDURES 010280 - 3

1.7 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.

1.8 EXECUTION OF CHANGE ORDERS

A. Execution of Change Orders: Contracting Officer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.9 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.

PART 2 - - PRODUCTS

Not Used

PART 3 - - EXECUTION

OPTIONS 010300 - 1

SECTION 010300 - OPTIONS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Identification and description of work included in Options.

1.2 RELATED SECTIONS

A. Sections of Specifications identified in each Option.

1.3 PROCEDURES

A. Options will be exercised at the discretion of Owner, in no particular order.

B. Coordinate related work and modify surrounding work as required to complete the Work, including changes under each Option, when acceptance is designated in Owner-Contractor

Agreement.

1.4 OPTIONS

A. Option No. 0001 – BASEMENT RENOVATION.

B. Option No. 0002 – PHASE 2, 1ST, 2ND AND 3RD FLOOR RENOVATION.

C. Option No. 0003 – ELECTROGLAZING AT STAIRWELL CURTAINWALL

1. Option Item: Install 1" Insulated Glazing (Section 088000) as described on the

Architectural Exterior Elevations and Glazing Elevations.

2. Option Item: Install Dynamic Glazing (Equal to View Glass Dynamic Glass insulating glass units - Section 088888 and Section 260924) at each Glazing Frame as follows:

North Elevation - Glazing Elevations 1, 3, 5, 6 and 7. West Elevation - Glazing

Elevations 1, 3, 5, 6 and 7. The Spandrel Glazing indicated on the Glazing Elevations is

NOT Dynamic Glazing. Refer to Electrical Drawings and Specifications for Controls and

Power design.

D. Option No. 0004– INSTALL NEW PAVERS OVER A NEW WATERPROOF MEMBRANE

AT THE FIRST FLOOR PERIMETER WALKWAY.

1. Base Bid Item: Install a Traffic Coating over the existing concrete topping slab to remain.

2. Option Item: Demolish the existing concrete topping slab, existing waterproof membrane and repair the existing concrete (as required-see Unit Prices) to install a new Concrete

Pavers over a new waterproof membrane. Refer to 9/A505 for typical detail.

OPTIONS 010300 - 2

E. Option No. 0005 - LOADING DOCK ACCESS RAMP WATERPROOF COATING

INSTALLATION ON THE VERTICAL RAMP WALLS

1. Base Bid Item: Refer to 1/A107 and the referenced details and photographs. The Base

Bid work includes all of the "Loading Dock Notes" and references North of the existing wall near Gridline A. The "Loading Dock Notes" #13 and #1 (just South of Gridline A) are NOT a part of the Base Bid. The balance of the referenced and associated work shown and referenced on 1/A107 ARE in the Base Bid.

2. Option Item: Refer to 1/A107 and the referenced details and photographs. The Option

Item work includes all of the "Loading Dock Notes" and references South of the existing wall near Gridline A, including "Loading Dock Notes" #13 and #1 (just South of Gridline

A). Refer to 1/A108, all of the "Loading Dock Notes" ARE included in the Option Item.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

Not used.

COORDINATION AND MEETINGS 010390 - 1

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.

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

a. Hazardous Work included in this Project.

COORDINATION AND MEETINGS 010390 - 2

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 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

COORDINATION AND MEETINGS 010390 - 3

CUTTING AND PATCHING 010450 - 1

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 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.

5. Retaining walls.

CUTTING AND PATCHING 010450 - 2

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.

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 fron 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 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

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/

CUTTING AND PATCHING 010450 - 5

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.

UNIT PRICES 012700 - 1

SECTION 0012700 - 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.

UNIT PRICES 012700 - 2

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price No. 1: INSTALL FLOOR LEVELING MATERIAL OVER EXISTING

STRUCTURAL SLAB TO RECEIVE NEW WATERPROOFING MEMBRANE

FOLLOWING TOPPING SLAB REMOVAL AT THE FIRST FLOOR PERIMETER.

1. Description: Install structural floor leveling material to prepare

2. Unit of Measurement: Square Foot.

B. Unit Price No. 2: 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 cnenw :

a. Carpenter:

b. Concrete Labor:

c. Curtainwall Installation Labor:

d. Drywall Installation:

e. Electrician:

f. E.I.F.S. Installation:

g. Field Superintendent:

h. Flooring Installation Labor:

i. Glass and Glazing Labor:

j. Heavy Equipment Operator:

k. Insulated Metal Panel Installation Labor:

l. Iron worker:

m. Laborer:

n. Landscape Installation:

o. Painter

p. Plumber:

q. Roofing Installation Labor:

r. Sheet Metal Worker:

s. Structural Steel Labor:

t. Trade Foreman

u. Project Manager:

v. Underground Utility Installation:

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

SUBMITTALS 013000 - 1

SECTION 0013000 - 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 0 - Quality Requirements: Manufacturers' field services and reports.

B. Section 0017000 - 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 ca@fsb-ae.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 catagorized 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 should be submitted.

1.5 FORMAT OF SUBMITTALS

A. Electronic submittals are preferred. Coordinate procedure with the 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, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on the transmittal form. 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.

SUBMITTALS 013000 - 3

C. Format for Product Data:

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…