16-Specifications PNC2132196C1.pdf

TERMINAL 3

ROOFTOP UNIT (RTU)

REPLACEMENT

100% Technical Specifications

Bidding Documents

Fort Lauderdale-Hollywood International

Airport January 23, 2026

Terminal 3 Rooftop Unit (RTU) Replacement SECTION 00 01 01

TABLE OF

CONTENTS

TABLE OF CONTENTS - 00 01 01 INTRODUCTORY INFORMATION

00 01 01 Table of Contents

DIVISION 01 – GENERAL REǪUIREMENTS

01 10 00 Summary

01 11 00 Airport Project Procedures (BCAD Provided)

01 12 00 Multiple Contract Summary

01 21 00 Allowances

01 22 00 Unit Prices

01 25 00 Substitution Procedures

01 25 00.1 General Contractor Substitution Request Form

01 26 00 Contract Modification Procedures (BCAD Provided)

01 26 00A Request for Proposal Form (BCAD Provided)

01 26 00B Change Order Request Form (BCAD Provided)

01 26 00C Proposal Work Sheet Detail Form (BCAD Provided)

01 26 00D Proposal Worksheet Summary Form (BCAD Provided)

01 26 00E Construction Change Directive (BCAD Provided)

01 26 00F Consultant’s Supplemental Instructions (BCAD Provided)

01 26 13 Request for Interpretation (RFI)

01 26 13A BA Request for Interpretation (RFI)

01 29 00 Payment Procedures

01 31 00 Project Management and Coordination

01 32 00 Construction Progress Documentation

01 32 33 Photographic Documentation

01 33 00 Submittal Procedures

01 35 16 Alteration Project Procedures

01 40 00 Quality Requirements

01 42 00 References

01 50 00 Temporary Facilities and Controls

01 50 00.1 Hot Work Permit (BCAD Provided)

01 50 01 Construction Safety Plan and Security Requirements

01 60 00 Product Requirements

01 60 01 Warranties

01 73 00 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 78 23 Operations and Maintenance Data

01 78 39 Project Record Documents

01 79 00 Demonstration and Training

01 91 00 Commissioning

DIVISION 02 – EXISTING CONDITIONS

02 41 19 Selective Demolition

DIVISION 03 – CONCRETE

03 01 00 Maintenance of Cast-In-Place Concrete

03 30 53 Miscellaneous Cast-In Place Concrete

03 52 16 Maintenance of Lightweight Insulating Concrete

DIVISION 04 – MASONRY

04 01 10 Masonry Cleaning

DIVISION 05 – METALS

05 31 00 Steel Deck

05 50 00 Metal Fabrications

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 01 50.19 Preparation for Reroofing

07 21 19 Foamed-In-Place Insulation

07 54 16 Ketone Ethylene Ester (KEE) Roofing Membrane

07 62 00 Sheet Metal Flashing and Trim

07 71 00 Roof Specialties

07 71 29 Manufactured Roof Expansion Joints

07 72 00 Roof Accessories

07 84 13 Penetration Firestopping

07 92 00 Joint Sealants

07 92 19 Acoustical Joint Sealant

DIVISION 09 – FINISHES

09 01 90.52 Maintenance Repainting

09 22 16 Non-Structural Metal Framing

09 24 00 Portland Cement Plastering (Stucco)

09 29 00 Gypsum Board

09 51 13 Acoustical Panel Ceilings

09 91 13 Exterior Painting

09 91 23 Interior Painting

DIVISION 22 – PLUMBING

22 05 18 Escutcheons for Plumbing Piping

22 05 29 Hangers and Supports for Plumbing Piping and Equipment

22 05 53 Identification for Plumbing Piping and Equipment

22 14 23 Storm Drainage Piping Specialties

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

23 05 13 Common Motor Requirements For HVAC Equipment

23 05 29 Hangers and Supports for HVAC Piping and Equipment

23 05 46 Coatings for HVAC

23 05 48.13 Vibration Controls For HVAC

23 05 93 Testing, Adjusting, And Balancing For HVAC

23 07 13 Duct Insulation

23 07 16 HVAC Equipment Insulation

23 07 19 HVAC Piping Insulation

23 09 13 Instrumentation and Control Devices for HVAC

23 09 23 Direct-Digital Control System for HVAC/Building Management System

23 09 23.11 Controls Valves

23 09 23.12 Controls Dampers

23 21 13 Hydronic Piping

23 23 00 Refrigerant Piping

23 31 13 Metal Ducts

23 31 16 Nonmetal Ducts

23 33 00 Air Duct Accessories

23 33 46 Flexible Ducts

23 34 13 Axial HVAC Fans

23 34 16 Centrifugal HVAC Fans

23 74 16.13 Packaged, Large-Capacity, Rooftop Air-Conditioning Units

DIVISION 26 – ELECTRICAL

26 05 00 Basic Materials and Methods

26 05 19 Conductors and Cables

26 05 20 Conduits

26 05 26 Grounding

26 05 28 Supporting Devices

26 05 33 Raceways and Boxes

26 05 53 Electrical Identification

26 08 30 Testing and Demonstrations

26 24 16 Panelboards

26 27 26 Wiring Devices

26 28 16 Safety and Disconnects Switches

26 41 13 Lightning Protection System

26 43 13 Transient Voltage Surge Suppressors

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 12 Fire Alarm System

"In the event that there is a discrepancy between these specifications and the Broward County contract, the Broward County contract shall prevail".

GENERAL STATEMENT: WHENEVER A MATERIAL, ARTICLE OR PIECE OF EQUIPMENT IS

IDENTIFIED IN THE SOLICITATION DOCUMENTS, INCLUDING PLANS AND

SPECIFICATIONS, BY REFERENCE TO MANUFACTURERS' OR VENDORS' NAMES, TRADE

NAMES, CATALOG NUMBERS, OR OTHERWISE, ANY SUCH REFERENCE IS INTENDED

MERELY TO ESTABLISH A STANDARD. ALL MANUFACTURERS AND/OR CATALOG/PARTS

LISTED ARE CONSIDERED AN “OR APPROVED EQUAL” UNLESS DETERMINED TO BE A

SOLE BRAND/SOLE SOURCE BY COUNTY. THE DECISION OF THE EQUIVALENT SHALL BE

DETERMINED IN A REASONABLE MANNER AND AT THE SOLE DISCRETION OF THE

COUNTY. REFER TO DIVISION 1, SECTION 012500 FOR SUBSTITUTION PROCEDURES.

SEAMAN CORPORATION IS THE MANUFACTURER OF THE FIBERTITE ROOFING SYSTEM

THAT HAS BEEN DESIGNATED AS A SINGLE -SOURCE, SOLE-BRAND PRODUCT FOR THIS

PROJECT. THE USE OF FIBERTITE MATERIALS IS REQUIRED TO ENSURE FULL CONTINUITY

OF THE TERMINAL’S EXISTING ROOFING SYSTEM’S WARRANTY. THE MANUFACTURER

HAS A LIST OF APPLICATORS THAT ARE AUTHORIZED TO MAINTAIN THE

MANUFACTURER’S WARRANTY. THE VENDOR WILL BE REQUIRED TO CONTACT SEAMAN

CORPORATION (MANUFACTURER) FOR APPROVED APPLICATORS LIST. UTILIZING ANY

ALTERNATIVE ROOFING PRODUCT OR AUTHORIZED APPLICATOR WOULD JEOPARDIZE

THE VALIDITY OF THE CURRENT WARRANTY AND IS THEREFORE NOT PERMISSIBLE FOR

THIS PROJECT.

Terminal 3 Rooftop Unit (RTU) Replacement SECTION 01 10 00

SUMMARY

SECTION 011000 - SUMMARY

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.

B. Comply with all FDOT Regulations including the following:

1. Intent of Contract. The intent of the contract is to provide for construction and completion, in every detail, of the work described. It is further intended that the

Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the work in accordance with the plans, specifications, and terms of the contract

2. Maintenance of Traffic. It is the explicit intention of the contract that the safety of aircraft, as well as the Contractor’s equipment and personnel, is the most important consideration. The Contractor shall maintain traffic in the manner detailed in the

Maintenance of Traffic Plan (MOT).

a. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations areas (AOAs) of the airport with respect to their own operations and the operations of all subcontractors. It is further understood and agreed that the Contractor shall provide for the uninterrupted operation of visual and electronic signals (including power supplies thereto) used in the guidance of aircraft while operating to, from, and upon the airport.

b. With respect to their own operations and the operations of all subcontractors, the

Contractor shall provide marking, lighting, and other acceptable means of identifying personnel, equipment, vehicles, storage areas, and any work area or condition that may be hazardous to the operation of aircraft, fire-rescue equipment, or maintenance vehicles at the airport in accordance with the Maintenance of

Traffic Plan (MOT).

c. When the contract requires the maintenance of an existing road, street, or highway during the Contractor’s performance of work that is otherwise provided for in the contract, plans, and specifications, the Contractor shall keep the road, street, or highway open to all traffic and shall provide maintenance as may be required to accommodate traffic. The Contractor, at their expense, shall be responsible for the repair to equal or better than preconstruction conditions of any damage caused by the Contractor’s equipment and personnel. The Contractor shall furnish, erect, and maintain barricades, warning signs, flag person, and other traffic control devices in reasonable conformity with the Manual on Uniform Traffic Control Devices

(MUTCD) (http://mutcd.fhwa.dot.gov/), unless otherwise specified. The

Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress from abutting property or intersecting roads, streets or highways.

3. Inspection of the Work. All materials and each part or detail of the work shall be subject to inspection. The RPR shall be allowed access to all parts of the work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed inspection. If the RPR requests it, the Contractor, at any time before acceptance of the work, shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the specifications. Should the work thus exposed or examined prove acceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be paid for as extra work; but should the work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the

Contractor’s expense. Provide advance written notice to the RPR of work the Contractor plans to perform each week and each day. Any work done or materials used without written notice and allowing opportunity for inspection by the RPR may be ordered removed and replaced at the Contractor’s expense. Should the contract work include relocation, adjustment, or any other modification to existing facilities, not the property of the (contract) Owner, authorized representatives of the Owners of such facilities shall have the right to inspect such work. Such inspection shall in no sense make any facility owner a party to the contract, and shall in no way interfere with the rights of the parties to this contract

4. Laws to be Observed. The Contractor shall keep fully informed of all federal and state laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which in any manner affect those engaged or employed on the work, or which in any way affect the conduct of the work. The

Contractor shall at all times observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the Owner and all their officers, agents, or servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by the

Contractor or the Contractor’s employees.

5. Public Convenience and Safety. The Contractor shall control their operations and those of their subcontractors and all suppliers, to assure the least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration. The

Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic with respect to their own operations and those of their own subcontractors and all suppliers, and shall limit such operations for the convenience and safety of the traveling public. The Contractor shall remove or control debris and rubbish resulting from its work operations at frequent intervals, and upon the order of the RPR. If the RPR determines the existence of Contractor debris in the work site represents a hazard to airport operations and the Contractor is unable to respond in a prompt and reasonable manner, the RPR reserves the right to assign the task of debris removal to a third party and recover the resulting costs as liquidated damage against the Contractor.

6. Contractor’s Responsibility for Work. Until the RPR’s final written acceptance of the entire completed work, the Contractor shall have the charge and care thereof and shall take every precaution against injury or damage to any part due to the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof except damage to the work due to unforeseeable causes beyond the control of and without the fault or negligence of the

Contractor, including but not restricted to acts of God such as earthquake, tidal wave, tornado, hurricane or other cataclysmic phenomenon of nature, or acts of the public enemy or of government authorities. If the work is suspended for any cause whatever, the

Contractor shall be responsible for the work and shall take such precautions necessary to prevent damage to the work. The Contractor shall provide for normal drainage and shall erect necessary temporary structures, signs, or other facilities at their own expense.

During such period of suspension of work, the Contractor shall properly and continuously maintain in an acceptable growing condition all living material in newly established planting, seeding, and sodding furnished under the contract, and shall take adequate precautions to protect new tree growth and other important vegetative growth against injury.

7. Contractor’s Responsibility for Utility Service and Facilities of Others. The Contractor shall cooperate with the owner of any public or private utility service, FAA or NOAA, or a utility service of another government agency that may be authorized by the Owner to construct, reconstruct or maintain such utility services or facilities during the progress of the work. In addition, the Contractor shall control their operations to prevent the unscheduled interruption of such utility services and facilities. To the extent that such public or private utility services, FAA, or NOAA facilities, or utility services of another governmental agency are known to exist within the limits of the contract work, the approximate locations have been indicated on the plans and/or in the contract documents.

a. It is understood and agreed that the Owner does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the plans or encountered in the work.

Any inaccuracy or omission in such information shall not relieve the Contractor of the responsibility to protect such existing features from damage or unscheduled interruption of service. It is further understood and agreed that the Contractor shall, upon execution of the contract, notify the Owners of all utility services or other facilities of their plan of operations. Such notification shall be in writing addressed to the Owner’s Project Manager. A copy of each notification shall be given to the

RPR. In addition to the general written notification provided, it shall be the responsibility of the Contractor to keep such individual Owners advised of changes in their plan of operations that would affect such Owners. Prior to beginning the work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such Owner of their plan of operation. If, in the

Contractor’s opinion, the Owner’s assistance is needed to locate the utility service or facility or the presence of a representative of the Owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to reach the utility owner’s Project

Manager no later than two normal business days prior to the Contractor’s commencement of operations in such general vicinity. The Contractor shall furnish a written summary of the notification to the RPR. The Contractor’s failure to give the two days’ notice shall be cause for the Owner to suspend the Contractor’s operations in the general vicinity of a utility service or facility. Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use hand excavation methods within 3 feet (1 m) of such outside limits at such points as may be required to ensure protection from damage due to the Contractor’s operations.

b. Should the Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, the Contractor shall immediately notify the proper authority and the RPR and shall take all reasonable measures to prevent further damage or interruption of service. The Contractor, in such events, shall cooperate with the utility service or facility owner and the RPR continuously until such damage has been repaired and service restored to the satisfaction of the utility or facility owner. The Contractor shall bear all costs of damage and restoration of service to any utility service or facility due to their operations whether due to negligence or accident. The Owner reserves the right to deduct such costs from any monies due or which may become due the Contractor, or their own surety.

8. Subletting of Contract. The Owner will not recognize any subcontractor on the work. The

Contractor shall at all times when work is in progress be represented either in person, by a qualified superintendent, or by other designated, qualified representative who is duly authorized to receive and execute orders of the Resident Project Representative (RPR).

The Contractor shall perform, with his organization, an amount of work equal to at least 5 percent of the total contract cost. Should the Contractor elect to assign their contract, said assignment shall be concurred in by the surety, shall be presented for the consideration and approval of the Owner, and shall be consummated only on the written approval of the

Owner.

9. Execution and Progress. Unless otherwise specified, the Contractor shall submit their coordinated construction schedule showing all work activities for the RPR’s review and acceptance at least 10 days prior to the start of work. The Contractor’s progress schedule, FDOT Standard Specifications for July 2019 Construction of General Aviation Airports

Section 80 Execution and Progress Page 43 once accepted by the RPR, will represent the

Contractor's baseline plan to accomplish the project in accordance with the terms and conditions of the Contract. The RPR will compare actual Contractor progress against the baseline schedule to determine that status of the Contractor's performance. The

Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion of the project in accordance with the plans and specifications within the time set forth in the proposal. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the RPR’s request, submit a revised schedule for completion of the work within the contract time and modify their operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule.

Should the execution of the work be discontinued for any reason, the Contractor shall notify the RPR at least 24 hours in advance of resuming operations. The Contractor shall not commence any actual construction prior to the date on which the NTP is issued by the

Owner. The project schedule shall be prepared as a network diagram in Critical Path

Method (CPM), format, or as otherwise specified. It shall include information on the sequence of work activities, milestone dates, and activity duration. The schedule shall show all work items identified in the project proposal for each work area and shall include the project start date and end date. The Contractor shall maintain the work schedule and provide an update and analysis of the progress schedule on a twice monthly basis, or as otherwise specified in the contract. Submission of the work schedule shall not relieve the Contractor of overall responsibility for scheduling, sequencing, and coordinating all work to comply with the requirements of the contract.

10. Limitation of Operations. The Contractor shall control their operations and the operations of their subcontractors and all suppliers to provide for the free and unobstructed movement of aircraft in the air operations areas (AOA) of the airport. When the work requires the Contractor to conduct their operations within an AOA of the airport, the work shall be coordinated with airport operations (through the RPR) at least 48 hours prior to commencement of such work. The Contractor shall not close an AOA until so authorized by the RPR and until the necessary temporary marking, signage and associated lighting is in place.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Contractor's use of site and premises.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and Drawing conventions.

7. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

2. Section 017300 "Execution" for coordination of Owner-installed products.

1.3 DEFINITIONS

A. Work Package: A group of specifications, drawings, and schedules prepared by the Architect to describe a portion of the Project Work for pricing, permitting, and construction.

B. Contractor: The legal person (including individuals, firms or entities) contractually responsible for delivering the project construction scope to the project, and includes any person authorized by law to enter into the Contract and perform the services requested in the project solicitation for construction contractor / sub and/or sub-sub contraction services either independently or under contract to the Construction Manager. As used and referenced throughout the Contract

Documents. The term is synonymous and interchangeable with the words “Contractor”, Sub

Contractor when used in the respective context of party in the contractual relationship to the

Construction Manager.

1.4 PROJECT INFORMATION

A. Project Identification: Fort Lauderdale -Hollywood International Airport – Terminal 3 Air

Handler Replacement.

1. Project Location: 200 Terminal Drive, Fort Lauderdale, Florida 33315.

a. Owner Representative: Daniela Correiade Castro, Construction Project Manager. -

Broward County Aviation Department. Main Office: (954)-359-7277.

B. Architect: Saltz Michelson Architects, Inc. 3501 Griffin Road. Fort Lauderdale, Fl. 33312

1. Architect's Representative: Mr. Robert Halula R.A. Main Office (954)-266-2700.

C. Architect's Consultants: Architect has retained the following design professionals, who have prepared designated portions of the Contract Documents:

1. Architect: Bermello Ajamil and Partners, Inc. 4711 South LeJeune Road. Coral Gables, Florida 33146

a. Architect's Representative: Mr. Ed Poza R.A. Main Office (305)-859-2050.

2. Structure: BNI Engineers, Inc. 4930 Southwest 74th Court. Miami, Fl. 33155.

a. Structure Representative: Mr. Alex Lopez, P.E. Main Office: (305)-666-0711.

3. Fire Alarm / Fire Protection: Hammond & Associates, Inc. 499 Northwest 70th Avenue, Suite #201. Plantation, Florida 33317

a. Fire Alarm / Fire Protection Representative: Mr. John Gray Cumper, P.E. Main

Office: (954)-327-7111.

4. Plumbing: Hammond & Associates, Inc. 499 Northwest 70th Avenue, Suite #201.

Plantation, Florida 33317

a. Plumbing Representative: Mr. John Gray Cumper, P.E. Main Office: (954)-327-

7111.

5. Mechanical: Hammond & Associates, Inc. 499 Northwest 70th Avenue, Suite #201.

Plantation, Florida 33317

a. Mechanical Representative: Mr. John Gray Cumper, P.E. Main Office: (954)-327-

7111.

6. Electrical: Hammond & Associates, Inc. 499 Northwest 70th Avenue, Suite #201.

Plantation, Florida 33317

a. Electrical Representative: Mr. John Gray Cumper, P.E. Main Office: (954)-327-

7111.

D. Contractor:

1. Contractor Representative: (TBD)

E. Web-Based Project Software: Project software will be used for the purposes of managing communication and documents during the construction stage.

1. See Section 013100 "Project Management and Coordination." for requirements for using web-based Project software.

1.5 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following:

In addition, the building and site will contain support infrastructure provided under the civil scope of work and other Work indicated in the Contract Documents.

B. HVAC Replacement Scope Pending Description of HCA Replacement Work

C. Reroofing Tear-Off / Recover Scope:

1. At locations were a tear-off of the existing membrane is indicated. Prepare, demolish and tear-off the existing Ketone Ethelene Ester (KEE) roof membrane, flashing and roofing accessories at locations indicated on the drawings down to the existing sloped-to-drain lightweight insulating concrete (LWIC) substrate that was cast over the concrete roof slabs or metal deck structural substrates. Refer to the drawings for existing substrate legend for exact locations. Properly dispose of all removed materials using chutes located where acceptable to the Owner’s representative and minimizes the noise to individual unit owners.

2. At locations where the existing Ketone Ethelene Ester (KEE) roof membrane is indicated to remain. Clean and prepare the roof membranes, flashing and all related accessories to receive new roof assembly per manufacturers requirements for a recover substrate preparation.

3. At all times after the removal of the roofing provide temporary water and moisture protection to prevent any moisture intrusion into the occupied spaces below. Do not remove more area of either component at one time, than can be effectively protected from inclement weather on a moment’s notice, as is common in this area.

4. Raise a limited number of conduits, pipes and other rooftop mounted components, including equipment, to allow for proper clearance to install new roofing membrane and curb, equipment flashing roofing.

5. Clean and properly prepare the existing substrate and all roof mounted accessories to meet roofing manufacturer’s recommendations for the new roof system. This shall include patching and repairs the existing lightweight concrete substrate to receive new work. All penetrations, including support legs, piping, conduits, etc. shall be repaired or restored in preparation for new roofing and flashing application.

6. Clean, repair as required, and properly prepare the existing lightweight insulating surface substrate so it is an acceptable smooth surface without any loose impediments before application of the vapor retarder / vent sheet. The substrate shall be acceptable to the manufacturer and manufacturer’s recommendations prior to commencement of any new work.

7. Verify that all roof drains are unclogged, cleaned-out and are in full operational drainage capacity at all current locations.

8. Enlarge if required, existing overflow scuppers at roof areas in order to comply with current code requirements for reroofing under the current Florida Building Code.

9. Install a new Ketone Ethelene Ester (KEE) roof membrane roofing system applicable for the indicated mechanically attached and fully adhered system application scope as indicated on the drawings that consists of the indicated assembly for a mechanically attached assembly or fully adhered assembly with a 5 year installer and 20 manufacturer year labor and materials guarantee with a respective wind rider. Unless otherwise indicated in a more restrictive manner in the technical roofing section of this project manual, the system will be comprised of the following:

a. Nailable Substrate (LWIC) for a Fully Adhered replacement scope of 60 mil

Seaman Fibertite 8155 XT-FB KEE membrane. The basis of design manufacturer is Seaman Corporation, Inc. and the system’s Miami-Dade Product Approval is

#20-0414.08. Page 21 of 23.

b. Non-Nailable Substrate (Concrete) for a Mechanically Attached recover scope of

60 mil Seaman Fibertite 8155 XT-FB KEE membrane. The basis of design manufacturer is Seaman Corporation, Inc. and the system’s State of Florida

HVHW Product Approval is #FL4930-R21 (C-184). Page 69 of 92.

c. Non Nailable Substrate (Concrete) for a Full-Adhered membrane and

Polyisocyanurate rigid board insulation replacement scope of 60 mil Seaman

Fibertite 8155 XT-FB KEE membrane. The basis of design manufacturer is

Seaman Corporation, Inc. and the system’s State of Florida HVHW Product

Approval is #FL4930-R21 (C-48). Page 57 of 92.

10. The system shall also include a flashing system that complies with Miami-Dade County or State of Florida Product Approval for high velocity wind zone (HVWZ) requirements.

Fastening patterns shall comply with ASCE-7 methodology (including RAS and TAS standards.

11. Install new flashing and counterflashing at all roofing system discontinued ends / edges and at all interrupted conditions / penetrations including but not limited to roof mounted curbs, equipment, pipes, supports and stands. The use of pitch pans will not be allowed.

Install Chem-curbs at all locations where the required direct flashing / counterflashing to the component is not possible or impractical as determined by the Architect upon request of the Contractor. Saw-cut existing stucco or precast surfaces as required by some details in order to properly install some flashing / counterflashing conditions.

12. Patch / repair adjacencies damaged while completing the work to restore component to pre-work condition. This includes but is not necessarily limited to CMU, stucco, painted surfaces, equipment, stands, curbs, doors, etc.

13. Remove as required for the work, re-connect after completion of the work and re-certify, the lightning protection system—Applicable to all roofs.

14. Any existing items to be re-used are to be removed for the work and stored on site and re-installed at completion of the work.

15. Remove existing and replace with new all perimeter flashing/counter flashing at both the back of the walls that form the parapets or the CMU walls at roof elevation changes.

Before doing any new re-roofing perimeter flashing/counter flashing properly seal back of parapets, including architectural panel to panel joints that will be hidden by the new roofing, as well as any CMU.

16. Remove existing and replace with new all perimeter edge flashing/counter flashing in roofing areas without parapets.

17. Remove and replace with new, all overflow scuppers or secondary drainage using the same materials and properly flash / counter flash, if applicable.

18. Remove existing and replace with new, all flashing/counter flashing and any damaged wood backing at roof-top equipment.

19. Remove existing and replace with new all roof vent flashing using same material.

20. Remove all existing metal pitch pans and replace them with new chem-curbs.

21. Remove all existing LWIC vents and replace them with new ones at the same location.

22. Repair LWIC as required for a new smooth substrate for the new roofing membrane and allow LWIC in areas of new roofing work to dry as much as possible prior to application of the any new roofing.

23. At all times by using tarps or temporary membranes, protect any area of re-roofing work from sudden rain activity.

24. Provide secondary walk pads (4ft wide) from roof access points to mechanical equipment.

D. Type of Contract:

1. Project will be constructed under a single prime contract.

1.6 CONTRACTOR'S USE OF SITE AND PREMISES

A. Unrestricted Use of Site: Each Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Limits on Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of the Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.

Do not use these areas for parking or for storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.7 COORDINATION WITH OCCUPANTS

A. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to

Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.

1. The architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work.

2. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited

Owner occupancy.

3. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work.

1.8 WORK RESTRICTIONS

A. Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets, work on public streets, rights of way, and other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work to between 9:00 p.m. to 5:00 a.m., Sunday through Saturday, unless otherwise indicated. Work hours may be modified to meet Project requirements if approved by Owner and authorities having jurisdiction. Coordinate work hours to avoid interruption of gate activities.

C. Smoking and Controlled Substance Restrictions: Use of tobacco products, alcoholic beverages, and other controlled substances on Project site is not permitted.

D. Employee Identification: Provide identification tags for Contractor personnel working on

Project site. Require personnel to always use identification tags.

E. Employee Screening: Comply with Owner's requirements for drug and background screening of

Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

1.9 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Text Color: Text used in the Specifications, including units of measure, manufacturer and product names, and other text may appear in multiple colors or underlined as part of a hyperlink; no emphasis is implied by text with these characteristics.

3. Hypertext: Text used in the Specifications may contain hyperlinks. Hyperlinks may allow for access to linked information that is not residing in the Specifications. Unless otherwise indicated, linked information is not part of the Contract Documents.

4. Specification requirements are to be performed by the Contractor unless specifically stated otherwise.

B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.

C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on

Drawings and published as part of the U.S. National CAD Standard.

3. Keynoting: Materials and products are identified by reference keynotes referencing

Specification Section numbers found in this Project Manual.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

Terminal 3 Rooftop Unit (RTU) Replacement SECTION 01 11 00

AIRPORT PROJECT

PROCEDURES

SECTION 011100 - AIRPORT PROJECT PROCEDURES

PART 1 GENERAL

1.1 The COUNTY CONTRACT and Section 011100 - AIRPORT PROJECT PROCEDURES

A. Precedence

1. In case of disagreement between Section 011100 - AIRPORT PROJECT

PROCEDURES and THE COUNTY CONTRACT, THE COUNTY

CONTRACT shall govern.

1.2 AIRPORT OPERATIONS

A. Airport operations shall be maintained throughout this Contract. The Contractor shall in no way curtail or handicap normal operational characteristics of the airport facility except as specifically indicated and specified in the Contract Documents.

B. No construction/contractor vehicle shall be granted an unattended curbside permit.

C. All construction contractor vehicles requesting access to park curbside shall be coordinated through the Airport Operations Control Center (AOCC) and be attended at all times unless authorized and parked within an approved construction maintenance of traffic (MOT) area. The AOCC will notify the BCAD On-Duty Supervisor who will approved or disapprove the request.

D. Any unattended vehicle parked curbside without an approved authorized unattended curbside permit and/or not parked in the correct designated space will be ticketed and towed. Failure to adhere to these policies will result in revocation of the curbside permit.

1.3 PERMITS, LICENSES AND TAXES

A. Contractor shall secure all permits, arrange for all inspections and similar procedural items as required by the code enforcement authorities having jurisdiction.

B. Contractor shall obtain all required licenses and certifications in accordance with the

Contract Documents.

1.4 VERIFICATION OF EXISTING CONDITIONS

A. The Contractor shall familiarize themselves as to the existing conditions. Should the

Contractor discover any inaccuracies, errors, or omissions between the actual existing conditions and the Contract Documents, Contractor shall notify the Owner in writing within two (2) days.

1.5 MAINTENANCE OF TRAFFIC

A. It is the explicit intention of the Contract that the safety of aircraft and the public, as well as the Contractor’s equipment and personnel, is the most important consideration. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations areas of the airport with respect to contractor’s own operations and the operations of all subcontractors as specified in Section 015001 –

CONSTRUCTION SAFETY PLAN AND SECURITY REQUIREMENTS. It is further understood and agreed that the Contractor shall furnish and install for the uninterrupted operation of visual and electronic signals (including power supplies thereto) used in the guidance of aircraft.

B. The cost of maintaining a safe site, safe corridors, floor transitions, protection of work, existing Airport equipment, safety signage for vehicular and pedestrian traffic specified in the Contract Documents shall be included in Contractor's sole expense or as otherwise required to execute the work. Any damage to the Airports equipment such as to elevators, walls, adjacent surfaces, escalators, mechanical and electrical, etc. due to construction activities will be at the Contractor's sole expense to correct the deficiencies.

C. Active aviation and other public areas exist in and around the Airport. The Contractor shall not prevent traffic from using these areas. The Work shall be coordinated with the

Owner, the Director of Aviation, FAA and other agencies having an interest in the capability of the Airport and shall be programmed and stated accordingly, so that public traffic may be routed over partially completed Work. Appropriate safety precautions shall be provided by the Contractor to protect employees, the public and the Work.

D. Should it be necessary for the Contractor to complete portions of the Contract Work for the beneficial occupancy of the Owner prior to completion of the whole Work, such

“phasing” of the Work shall be specified herein and indicated on the Drawings. When so specified, the Contractor shall complete such portions of the Work on or before the date specified or as otherwise specified.

E. If the Contractor, with the concurrence of the Owner, elects to complete one increment of

Work prior to completion of the whole Work, the Owner may at its sole discretion accept the Work for beneficial occupancy.

F. When the Work is in, or near vehicular traffic and pedestrian areas, arrange the Work so as to avoid disruption of normal traffic patterns. Provide, erect and maintain effective barricades, danger signals, signs and equipment to provide protection of the Work and the safety of the public throughout the area.

G. The Contractor shall maintain traffic within the limits of the Project for the duration of the construction period, including all temporary suspensions of Work. It shall include the construction and maintenance of all necessary detour facilities; the furnishing, installing and maintaining of traffic control and safety devices during construction, the control of dust, the control of water and/or slurry, free of debris that affects existing systems, machinery, equipment and/or spaces and any other special requirements for safe and expeditious movement of aircraft, vehicular traffic and pedestrians.

1. Beginning Date of Contractor’s Responsibility: The Contractor’s responsibility for maintenance of traffic shall begin on the day they start Work on the Project or on the date of the Notice to Proceed whichever is earlier and shall continue until the date of Final Completion and Acceptance of the Work.

2. Number of Traffic Lanes: Contractor shall close no more than one (1) lane on each roadway and ramp. Unless otherwise specified, the effective width of each lane used for maintenance of traffic shall be at least as wide as the traffic lanes existing in the area prior to commencement of construction. Traffic control and warning devices shall not encroach on lanes used for maintenance of traffic.

All closures on any traffic lanes shall be coordinated with the Owner a minimum of seventy-two (72) hours prior to any closure.

3. High Traffic Areas: When the Work is in or near vehicular traffic and pedestrian areas, arrange the Work so as to avoid disruption of normal traffic patterns.

Provide, erect, and maintain effective barricades, danger signals, signs and equipment to provide protection of the Work and the safety of the public throughout the area.

H. The Contractor shall be responsible for performing daily inspections, including weekends and holidays with some inspection at nighttime, of the installations on the Project and replacing all equipment and devices not conforming to the approved standards during the inspection. The Owner will be advised of the schedule of these inspections and be given the opportunity to join in the inspection as deemed necessary.

I. Sections Not Requiring Traffic Maintenance: Contractor shall not be required to maintain traffic over those portions of the Project where no Work is to be accomplished or where construction operations will not affect existing roads. Contractor, however, shall not obstruct nor create a hazard to any traffic during the prosecution of the Work and shall be responsible for repair of all damage to existing pavement or facilities caused by

Contractor’s operations.

J. Traffic Plan: The Contractor shall present the Maintenance of Traffic Plan at the Pre-

Construction Conference. Maintenance of Traffic Plan shall be in written which indicate the type and location of all signs, lights, barricades, arrow boards, striping and barriers to be used for the safe passage of pedestrians and vehicular traffic through the Project. The plan shall indicate conditions and set-up for each phase of the Contractor’s activities. In no case may the Contractor begin Work until the Owner has approved the Maintenance of

Traffic Plan in writing. Modifications to the Maintenance of Traffic Plan that may become necessary shall also be approved in writing. Except in an emergency, no changes to the approved plan will be allowed until approval to change such plan has been received.

K. Traffic During Construction: All construction vehicles are required to use existing public traffic routs. Normal public traffic lanes are not to be used as staging areas for arriving delivery vehicles. The Contractor’s employees shall utilize the designated Contractor employee parking area.

1. Adequate accommodations for intersecting and crossing traffic shall be provided and maintained and, except where specific permission is given, no road or street crossing the Project shall be blocked or unduly restricted.

L. The State of Florida, Manual of Traffic Control and Safe Practices for Street and

Highway Construction, Maintenance and Utility Operations, sets for the basic principles and prescribes minimum standards to be followed in the design, application, installation, maintenance, and removal of all traffic control devices and all warning devices and barriers, which are necessary to protect the public and work persons from hazards within the Project limits. The standards established in the mentioned manual constitute the minimum requirements for normal conditions and additional traffic control devices, warning devices, barriers or other safety devices will be required where unusual, complex, or particular hazardous conditions exist.

M. Installation: The responsibility for installation and maintenance of adequate traffic control devices, warning devices and barriers, for the protection of the traveling public and work persons, as well as to safeguard the Work shall rest with the Contractor. The required traffic control devices, warning devices and barriers shall be erected by the

Contractor prior to creation of any hazardous condition and in conjunction with any necessary re-routing of traffic. The Contractor shall immediately remove, turn, or cover any devices or barriers that do not apply to existing conditions.

1. The Contractor shall make the Owner aware of any scheduled operation, which will affect patterns or safety, sufficiently in advance of commencing such operation to permit their review of the plan for installation of traffic control devices or barriers proposed by the Contractor.

2. The Contractor shall assign one of the Contractor’s employees the responsibility of maintaining the positions and condition of all traffic control devices, warning devices and barriers throughout the duration of the Contract. The Owner shall be kept advised at all times as to the identification and means of contacting this employee on a twenty-four (24) hour basis.

N. Furnishing of Devices and Barriers: The Contractor shall furnish all traffic control devices (including signs), warning devices, arrow boards, and barriers.

1. When the Work requires closing an Air Operations Area (AOA) of the Airport or portion of such area, the Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements specified in the

Contract Documents as applicable, or of FAA Advisory Circular 150/5340-1E, “Marking of Paved Areas on Airports.”

2. The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to commencing Work, which requires such erection and shall maintain the barricades, warning signs, and markings for hazards until their dismantling is directed by the Architect.

3. Refer to Section 015001 - CONSTRUCTION SAFETY PLAN AND

SECURITY REQUIREMENTS for additional requirements.

O. Maintenance of Devices and Barriers: Traffic control devices, warning devices and barriers shall be kept in the correct position, properly directed, clearly visible and clean, at all times. Damaged, defaced, or dirty devices or barriers shall immediately be repaired, replaced or cleaned as directed.

P. Flagmen: The Contractor shall provide competent flagmen to direct traffic where one-way operation in a single lane is in effect and in other situations as may be required by the standards established herein.

Q. Contractor Signage: The Contractor may furnish and install construction traffic directional signs along the existing traffic route. The signs shall depict Contractor’s logo or name, directional arrows and “deliveries.” Signs shall be of sufficient size to have 6” high message and shall be located at each decision point. The Owner and Consultant shall approve all signs and their locations. NO OTHER SIGNS ARE PERMITTED

WITHIN THE AIRPORT COMPLEX.

R. Material Deliveries: The Contractor shall make their own material and equipment deliveries. Vendors or suppliers shall make no deliveries without a representative of the

Contractor being present to coordinate it.

S. All dollies, floats or other conveyances used for debris removal shall be rubber tired, box type, and lined with plastic barrier to prevent debris falling from the cart.