F2027007 Project Manual.pdf

Parkhill.com

Tim O’Hare, County Judge

Roderick Miles Jr., Commissioner, Precinct 1

Alisa Simmons, Commissioner, Precinct 2

Matt Krause, Commissioner, Precinct 3

Manny Ramirez, Commissioner, Precinct 4

July | 2026

Parkhill Project # 4447624

GUARANTEED MAXIMUM PRICE DOCUMENTS – VOLUME 2

NOT FOR CONSTRUCTION

TARRANT COUNTY

Precinct 4 Maintenance Center

Azle, Texas

Tarrant County

4447624 TABLE OF CONTENTS PAGE – 1

07/26

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

Refer To Volume 1 Prepared by Tarrant County

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 Summary

01 20 00 Price and Payment Procedures

01 22 00 Unit Prices

01 25 00 Substitution Procedures

01 30 00 Administrative Requirements

RFI Form (Sample)

AIA Document C106-2022 – Digital Data Licensing Agreement

01 31 00 Project Management and Coordination

01 32 00 Construction Progress Documentation

01 33 00 Submittal Procedures

01 40 00 Quality Requirements

01 42 00 References

01 50 00 Temporary Facilities and Controls

01 60 00 Product Requirements

01 70 00 Execution and Closeout Requirements

TCFM Project Closeout

01 74 19 Construction Waste Management and Disposal

01 78 23 Operation and Maintenance Data

01 79 00 Demonstration and Training

DIVISION 02 – EXISTING CONDITIONS

Not Used

DIVISION 03 – CONCRETE

03 10 00 Concrete Forming and Accessories

03 20 00 Concrete Reinforcing

03 30 00 Cast-In-Place Concrete

03 35 43 Polished Concrete Finishing

DIVISION 04 – MASONRY

04 22 00 Concrete Unit Masonry

PRELIMINARY - NOT FOR

CONSTRUCTION, PERMITTING,

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR SELECTION,

REVIEW, AND

PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER THE

AUTHORITY OF HALEY CURD

R.A., LICENSE #32265.

PARKHILL

07/31/2026

4447624 TABLE OF CONTENTS PAGE – 2

DIVISION 05 – METALS

05 12 00 Structural Steel Framing

05 21 00 Steel Joist Framing

05 31 00 Steel Decking

05 50 00 Metal Fabrications

05 51 19 Metal Grating Stairs

05 52 13 Pipe and Tube Railings

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

06 16 00 Sheathing

06 41 16 Plastic-Laminate-Clad Architectural Cabinets

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 21 00 Thermal Insulation

07 26 00 Vapor Retarders

07 27 26 Fluid-Applied Membrane Air Barriers

07 42 13.13 Formed Metal Wall Panels

07 51 13 Built-Up Asphalt Roof

07 62 00 Sheet Metal Flashing and Trim

07 71 00 Roof Specialties

07 72 00 Roof Accessories

07 84 13 Penetration Firestopping

07 84 43 Joint Firestopping

07 92 00 Joint Sealants

DIVISION 08 – OPENINGS

08 11 13 Hollow Metal Doors and Frames

08 33 23 Overhead Coiling Doors

08 41 13 Aluminum-Framed Entrances and Storefronts

08 51 13 Aluminum Windows

08 71 00 Door Hardware

08 80 00 Glazing

08 88 13 Fire-Resistant Glazing

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR SELECTION,

REVIEW, AND

PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER THE

AUTHORITY OF HALEY CURD

R.A., LICENSE #32265.

4447624 TABLE OF CONTENTS PAGE – 3

DIVISION 09 – FINISHES

09 22 16 Non-Structural Metal Framing

09 29 00 Gypsum Board

09 30 13 Ceramic Tiling

09 51 13 Acoustical Panel Ceilings

09 65 13 Resilient Base and Accessories

09 67 23 Resinous Flooring

09 68 13 Tile Carpeting

09 72 00 Wall Coverings

09 84 33 Sound-Absorbing Wall Units

09 91 13 Exterior Painting

09 91 23 Interior Painting

DIVISION 10 – SPECIALTIES

10 21 13.19 Plastic Toilet Compartments

10 22 26 Operable Partitions

10 26 00 Wall and Door Protection

10 28 13 Toilet Accessories

10 44 13 Fire Protection Cabinets

10 44 16 Fire Extinguishers

10 51 13 Metal Lockers

10 73 16 Metal Canopies

10 75 00 Flag Poles

DIVISION 11 – EQUIPMENT

11 31 00 Appliances

DIVISION 12 – FURNISHINGS

12 24 13 Roller Window Shades

12 36 61.19 Quartz Agglomerate Countertops

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems

DIVISION 14 – CONVEYING EQUIPMENT

14 45 13.11 Vehicle Service Lifts

DIVISION 21 – FIRE SUPPRESSION

21 05 00 Common Work Results for Fire Suppression

21 13 13 Wet-Pipe Sprinkler Systems

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR SELECTION,

REVIEW, AND

PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER THE

AUTHORITY OF HALEY CURD

R.A., LICENSE #32265.

4447624 TABLE OF CONTENTS PAGE – 4

DIVISION 22 – PLUMBING

22 05 29 Hangers and Supports for Plumbing Piping and Equipment

22 07 00 Plumbing Insulation

22 11 00 Facility Water Distribution

22 13 00 Facility Sanitary Sewerage

22 34 00 Fuel-Fired Domestic Water Heaters

22 40 00 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR-CONDITIONING

23 05 00 General Mechanical Requirements

23 05 00.20 Basic Mechanical Materials and Methods

23 05 29 Hangers and Supports for HVAC Piping and Equipment

23 05 53 Identification for HVAC Piping and Equipment

23 05 93 Testing, Adjusting, and Balancing For HVAC (By Owner)

23 07 00 HVAC Insulation

23 09 23 Direct-Digital Control (DDC) System for HVAC

23 11 23 Facility Natural-Gas Piping

23 23 00 Refrigerant Piping

23 31 00 HVAC Ducts and Casings

23 33 00 Air Duct Accessories

23 34 00 HVAC Fans

23 36 00 Air Terminal Units

23 37 00 Air Outlets and Inlets

23 55 00 Fuel-Fired Heaters

23 74 13 Packaged, Outdoor, Central-Station Air Handling Units

23 81 26.10 Ductless-Split System Air Conditioners

DIVISION 25 – INTEGRATED AUTOMATION

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR SELECTION,

REVIEW, AND

PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER THE

AUTHORITY OF HALEY CURD

R.A., LICENSE #32265.

4447624 TABLE OF CONTENTS PAGE – 5

DIVISION 26 – ELECTRICAL

26 05 00 Basic Electrical Methods

26 05 13 Building Wire and Cable

26 05 19 Equipment Wiring Systems

26 05 26 Grounding and Bonding

26 05 29 Supporting Devices

26 05 33 Conduit

26 05 33.16 Boxes

26 05 53 Electrical Identification

26 05 73 Power System Studies

26 09 24 Lighting Controls

26 12 16 Dry Type Transformers

26 18 39 Enclosed Motor Controllers

26 24 16 Switchboards and Panelboards

26 25 50 Generator Docking Station

26 27 26 Wiring Devices

26 28 16.16 Enclosed Switches

26 32 13 Engine Generators

26 36 13 Enclosed Transfer Switches

26 41 00 Facility Lightning Protection

26 51 00 Interior Lighting

DIVISION 27 – COMMUNICATIONS

27 00 00 Communications

27 05 26 Grounding and Bonding for Communications Systems

27 05 28 Pathways for Communications Systems

27 05 43 Underground Ducts and Raceways for Communications Systems

27 11 00 Communications Equipment Room Fittings

27 41 16 Integrated Audio-Video Systems and Equipment

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 00 00 Electronic Security

28 10 00 Access Control and Intrusion

28 23 00 Video Surveillance

28 31 00 Fire Alarm Systems

28 35 00 Emergency Radio Communication Enhancement Systems

28 51 29.10 Two-Way Communication System

DIVISION 31 – EARTHWORK

31 20 00.10 Earth Moving for Facility

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR SELECTION,

REVIEW, AND

PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER THE

AUTHORITY OF HALEY CURD

R.A., LICENSE #32265.

4447624 TABLE OF CONTENTS PAGE – 6

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 31 13 Chain-Link Fences and Gates

32 31 19 Decorative Metal Fences and Gates

32 84 00 Planting Irrigation

32 91 13 Soil Preparation

32 92 00 Turf and Grasses

32 93 00 Plants

DIVISIONS 33 – 40

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.13 Bridge Cranes

DIVISIONS 43 – 48

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR SELECTION,

REVIEW, AND

PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER THE

AUTHORITY OF HALEY CURD

R.A., LICENSE #32265.

4447624 DESIGN PROFESSIONAL RESPONSIBILITY ML - 1

DESIGN PROFESSIONAL RESPONSIBILITY

The Specification Sections authenticated by my seal and signature are limited to the following:

DIVISION 03 - CONCRETE

03 10 00 Concrete Forming and Accessories

03 20 00 Concrete Reinforcing

03 30 00 Cast-In-Place Concrete

DIVISION 05 - METALS

05 12 00 Structural Steel Framing

05 21 00 Steel Joist Framing

05 31 00 Steel Decking

DIVISION 31 - EARTHWORK

31 20 00.10 Earth Moving for Facility

CONSTRUCTION, PERMITTING, OR

GMP PROPOSAL. ISSUED SOLELY

FOR CMAR SELECTION, REVIEW,

AND PRECONSTRUCTION

SERVICES.THIS DOCUMENT IS

RELEASED FOR THE PURPOSE OF

INTERIM REVIEW UNDER THE

AUTHORITY OF MELANIE LETENDRE,

PE, LICENSE #121576.

PARKHILL F-560

4447624 DESIGN PROFESSIONAL RESPONSIBILITY KD - 1

DIVISION 03 – CONCRETE

03 35 43 Polished Concrete Finishing

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 41 16 Plastic-Laminate-Clad Architectural Cabinets

DIVISION 09 – FINISHES

09 30 13 Ceramic Tiling

09 51 13 Acoustical Panel Ceilings

09 65 13 Resilient Base and Accessories

09 67 23 Resinous Flooring

09 68 13 Tile Carpeting

09 72 00 Wall Coverings

09 84 33 Sound-Absorbing Wall Units

09 91 23 Interior Painting

DIVISION 10 – SPECIALTIES

10 21 13.19 Plastic Toilet Compartments

10 26 00 Wall and Door Protection

10 51 13 Metal Lockers

DIVISION 12 – FURNISHINGS

12 24 13 Roller Window Shades

12 36 61.19 Quartz Agglomerate Countertops

PRELIMINARY - NOT FOR

CONSTRUCTION, PERMITTING, OR

GMP PROPOSAL. ISSUED SOLELY

FOR CMAR SELECTION, REVIEW,

AND PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED FOR

THE PURPOSE OF INTERIM REVIEW

UNDER THE AUTHORITY OF KAITLYN

JACKSON, R.I.D., LICENSE #12657.

4447624 DESIGN PROFESSIONAL RESPONSIBILITY CLB - 1

DESIGN PROFESSIONAL RESPONSIBILTIY

DIVISION 21 – FIRE SUPPRESSION

21 05 00 Common Work Results for Fire Suppression

21 13 13 Wet-Pipe Sprinkler System

DIVISION 22 – PLUMBING

22 05 29 Hangers and Supports for Plumbing Piping and Equipment

22 07 00 Plumbing Insulation

22 11 00 Facility Water Distribution

22 13 00 Facility Sanitary Sewerage

22 34 00 Fuel-Fired Domestic Water Heaters

22 40 00 Plumbing Fixtures

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

23 05 00 General Mechanical Requirements

23 05 00.2 Basic Mechanical Materials and Methods

23 05 29 Hangers and Supports for HVAC Piping and Equipment

23 05 53 Identification for HVAC Piping and Equipment

23 05 93 Testing, Adjusting, and Balancing for HVAC (By Owner)

23 07 00 HVAC Insulation

23 09 23 Direct Digital Control (DDC) System for HVAC

23 11 23 Facility Natural-Gas Piping

23 23 00 Refrigerant Piping

23 31 00 HVAC Ducts and Casing

23 33 00 Air Duct Accessories

23 34 00 HVAC Fans

23 36 00 Air Terminal Units

23 37 00 Air Outlets and Inlets

23 55 00 Fuel-Fired Heaters

23 74 13 Packaged, Outdoor, Central-Station Air Handling Units

23 81 26.1 Ductless-Split System Air Conditioners

PRELIMINARY - NOT FOR

CONSTRUCTION, PERMITTING, OR

GMP PROPOSAL. ISSUED SOLELY

FOR CMAR SELECTION, REVIEW,

AND PRECONSTRUCTION

SERVICES. THIS DOCUMENT IS

RELEASED FOR THE PURPOSE OF

INTERIM REVIEW UNDER THE

AUTHORITY OF CARTER L.

BROWN, PE, LICENSE #149653.

PARKHILL

F-560

4447624 DESIGN PROFESSIONAL RESPONSIBILITY SN - 1

DIVISION 26 - ELECTRICAL

26 05 00 Basic Electrical Methods

26 05 13 Building Wire and Cable

26 05 19 Equipment Wiring Systems

26 05 26 Grounding and Bonding

26 05 29 Supporting Devices

26 05 33 Conduit

26 05 33.16 Boxes

26 05 53 Electrical Identification

26 05 73 Power System Studies

26 09 24 Lighting Controls

26 12 16 Dry Type Transformers

26 18 39 Enclosed Motor Controllers

26 24 16 Switchboards and Panelboards

26 25 50 Generator Docking Station

26 27 26 Wiring Devices

26 28 16.16 Enclosed Switches

26 32 13 Engine Generators

26 36 13 Enclosed Transfer Switches

26 41 00 Facility Lightning Protection

26 51 00 Interior Lighting

28 31 00 Fire Alarm Systems

28 35 00 Emergency Radio Communication Enhancement Systems

28 51 29.10 Two-Way Communication System

PRELIMINARY - NOT FOR

CONSTRUCTION, PERMITTING, OR

GMP PROPOSAL. ISSUED SOLELY

FOR CMAR SELECTION, REVIEW,

AND PRECONSTRUCTION

SERVICES. THIS DOCUMENT IS

RELEASED FOR THE PURPOSE OF

INTERIM REVIEW UNDER THE

AUTHORITY OF SAEED NAGHIAN,

PE, LICENSE #138411.

PARKHILL

4447624 DESIGN PROFESSIONAL RESPONSIBILITY DATACOM - 1

DIVISION 27 – COMMUNICATIONS

27 00 00 Communications

27 05 26 Grounding and Bonding for Communications Systems

27 05 28 Pathways for Communications Systems

27 05 43 Underground Ducts and Raceways for Communications Systems

27 11 00 Communications Equipment Room Fittings

28 00 00 Electronic Security

28 10 00 Access Control and Intrusion

28 23 00 Video Surveillance

PRELIMINARY - NOT FOR

CONSTRUCTION, PERMITTING,

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR SELECTION,

REVIEW, AND

PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER THE

AUTHORITY OF KEVIN HAMLIN,

BICSI ID No. 139514.

DATACOM

4447624 DESIGN PROFESSIONAL RESPONSIBILITY WJHW - 1

DIVISION 27 - COMMUNICATIONS

CONSTRUCTION, PERMITTING,

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR

SELECTION, REVIEW, AND

PRECONSTRUCTION

SERVICES. THIS DOCUMENT IS

RELEASED FOR THE PURPOSE

OF INTERIM REVIEW UNDER

THE AUTHORITY OF MIKE

OLIVER, LICENSE #_________

WJHW

4447624 DESIGN PROFESSIONAL RESPONSIBILITY GES - 1

32 84 00 Planting Irrigation

32 91 13 Soil Preparation

32 92 00 Turf and Grasses

32 93 00 Plants

PRELIMINARY - NOT FOR

CONSTRUCTION, PERMITTING,

OR GMP PROPOSAL. ISSUED

SOLELY FOR CMAR SELECTION,

REVIEW, AND

PRECONSTRUCTION SERVICES.

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF INTERIM

REVIEW UNDER THE AUTHORITY

OF G. EPHRAIM STRASSER, R.L.A.,

LICENSE #3567.

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Work Covered by Contract Documents.

2. Work by Owner.

3. Work by Owner / Coordinated by Contractor.

4. Contractor Use of Site and Premises.

5. Project Name Identification / Definitions.

6. Project References.

7. Work Restrictions.

8. Contractor Duties.

9. Work Sequence.

10. Owner Occupancy.

11. Mechanical / Electrical Requirements for General Work.

B. Related Requirements:

1. Other Division 01 Specification Sections apply to Work of this Section.

2. Section 01 30 00 "Administrative Requirements" for Project information management.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Identification: Precinct 4 Maintenance Center.

B. Location: 1005 Scotland Avenue, Azle, Texas 76020.

C. Without force or effect, Work of Project consists of New Tarrant County Maintenance

Facility featuring:

1. One fully sprinklered 9,766 SF Administration Building including secured offices, locker rooms, and a multipurpose-assembly area.

2. One fully sprinklered 14,733 SF PEMB Maintenance Building including a wash bay, storage mezzanine, and an office block.

3. One fully sprinkled 9,788 SF PEMB Fleet Storage Building including a metal and woodwork shop.

4. Eight 11,580 SF PEMB Covered Storage Structures.

5. One Fuel Island Station.

6. Covered and uncovered stockpiles.

7. PE Covered Parking Areas.

8. Two-tier grading system separated by retaining walls.

9. Other Work indicated in the Contract Documents.

10. Alternates:

a. Monument sign.

4447624 07/26

SUMMARY 01 10 00 - 1

a

1.3 WORK BY OWNER

A. Cooperate fully with Owner, so Work may be carried out smoothly, without interfering with or delaying Work under this Contract or Work by Owner. Coordinate the Work of this Contract with Work performed by Owner.

B. All Work by Precinct 4 MC including but not limited to:

1. Existing Demo: Owner to demo existing site items.

2. Asphalt work including base and stabilizer.

3. Shade trees / reuse of harvested Live Oak and Red Oak trees from the site.

4. Grading / proving to fill cut areas.

5. Landscape and sod.

6. Road marking and signs, per Civil Drawings.

7. List of Equipment for maintenance and fleet building provided by Owner.

1.4 WORK BY OWNER/COORDINATED BY CONTRACTOR

A. Cooperate fully with Owner, so work may be carried out smoothly, without interfering with or delaying Work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

B. Concurrent Work: Owner will award separate contracts for the following construction related operations at Project Site. Those operations will be conducted simultaneously with Work under separate contracts by Owner-contracted vendors. Contractor shall coordinate with Owner-contracted vendors for completion of the Project. See below for Owner’s contracted Work requiring coordination with installations and supply of certain materials and services.

1. Data Cabling: Owner's separate contractor shall be utilized for Owner's installation of data cabling. Data drops to be pulled into designated locations as shown in the Electrical and Technology documents by the Owner’s separate contracted vendor.

a. This work will not include A/V specific cabling. A/V shall be complete and operational, installed by the contractor.

b. This work will not include specific cabling within the Camera and Security

Access Control package. Camera and Security Access Control package shall be a complete and operational installation.

c. Contractor to coordinate with Owner cabling vendor to provide sleeves/wall openings trays, conduit, and necessary requirements for data cabling by Owner cabling vendor. All conduits, raceways, and standard back boxes shall be by the Contractor.

2. IT Support: Shown on Technology Drawings for reference only. Owner-provided network data drops are included under this Data Cabling scope. Owner will provide the following:

a. IT switches are by the Owner. Owner furnished and Owner installed (OFOI).

b. Wireless Application Protocol (WAP)s and IT UPSs are OFOI.

c. DAS and RF are by Owner's separate contractor.

3. Test and Balance: Owner’s separate contractor shall be utilized for Air Balance Testing.

a. This includes Test and Balance for mechanical systems.

4. Exterior Coordination:

a. All roof work and roof penetration work are by Contractor. Contractor shall coordinate testing and inspection of roof work with Owner-contracted vendor.

4447624 07/26

SUMMARY 01 10 00 - 2

5. Equipment:

a. Phone Systems equipment are Owner provided / Owner installed.

b. Printers and copiers are Owner provided / Owner installed. Required MEP connection points shall be provided by the Contractor.

6. Building HVAC Automation Controls, (BAC): Work associated with the BAC shall be completed by Enviromatic System Services, Inc., Contact: Sid Ellis at Phone:

817.253.1687, email: Sellis@enviromaticsystems.com for a proposal. This Work shall be included in the construction contract.

7. Security Camera System: Owner provides data cable from the data room to the device. This work will not include specific cabling within the package for a complete and operational installation in and of the “Security Camera” components.

This Work shall be included in the construction contract.

8. Materials Testing and Inspection: Certain specified work completed by the Contractor shall be tested by Owner’s contracted vendor for material testing and inspection. Owner willprovide testing company information after NTP. Contractor shall refer to the Project documents to identify and coordinate all material testing and inspection with Owner’s contracted vendor.

C. Subsequent Work: Owner will award separate contract(s) for the following additional work to be performed at site. Completion of that work will depend on successful completion of preparatory Work under this Contract.

1. Furniture: Owner’s separate contract for furniture as shown on furniture layout.

Contractor shall coordinate with the FF&E installations.

2. Security camera programming for TC network and card readers programming to TC network.

3. Burglar alarm (by Owner).

1.5 CONTRACTOR USE OF SITE AND PREMISES

A. General: Contractor shall execute Work to allow for Owner and Owner's representative access to the facility and site.

1. Use of Site: Conform to site rules and regulations affecting the Work while engaged in Project construction. Contractor is responsible for familiarization with Owner’s rules and policies prior to beginning any work.

2. Only Contractor's personnel and subcontractor’s personnel who are approved by Owner may enter the site, all Contractor personnel entering the site shall be wearing approved covering, clean clothes, and shoes. All personnel shall enter building at specific locations where required to perform any necessary interior Work and monitoring. Access to site is limited to construction personnel.

3. Project requires an on-site superintendent 100 percent of the time any work is being performed on site.

4. Contractor shall comply with all Tarrant County security, safety, and permitting requirements. Contractor’s access to the site, use of the premises, and conduct of the job shall be in strict compliance and accordance with rules and policies set forth by the Owner, and in accordance with applicable City, County, State of Texas, and Federal Government regulations and requirements.

5. Space available for all construction purposes is limited to the areas indicated on the Drawings as the area of Project. Limit use of site and premises to allow: Owner occupancy, work by others, work by Owner, and use of surrounding streets by the public.

4447624 07/26

SUMMARY 01 10 00 - 3

6. All Contractors and subcontractor personnel who will be on-site during the Project shall be responsible for safety orientation and awareness training of their employees and subcontractors prior to start of Work on the Project. Weekly safety meetings will be required with copies of the attendees and topics submitted to Owner.

7. Contractor to coordinate and maintain all safety and security barricades to protect the public from all hazards created during the performance of the Work of this Contract.

8. The site has limited parking. Contractor should arrange for parking for all workers.

Vehicular parking for Contractor employees and all construction personnel is restricted to Owner approved parking areas.

9. All lane/sidewalk closures are to be coordinated with the Tarrant County Facility Department and the Tarrant County Sheriff's Department.

10. Contractor is responsible for providing all safety measures required or implied as necessary to protect all persons on the construction site and persons and public in occupied areas and adjacent to construction zones.

a. Comply with applicable safety and security regulations of all authorities having jurisdiction. These regulations set forth minimum requirements. The Contractor shall not reduce normal safety provisions or ignore safety regulations required by other authorities having legal control where other requirements are more stringent.

11. No alcoholic beverages, illegal drugs, controlled substances, or firearms of any kind are permitted on the construction site. Any person found on site with such in their possession will be escorted from the premises and not permitted to return.

12. Maintain streets and sidewalks around the Project Site in a clean condition. Remove all spillage and tracking arising from the performance for the Work from such areas and establish a regular maintenance program of sweeping and hosing to minimize accumulation of dirt and dust upon such areas.

13. Utility Outages and Shutdown: Coordinate work with Owner.

14. Fighting and horseplay on construction site are absolutely forbidden. Participants in fights will be escorted from the premises and not permitted to return.

15. Cameras are not permitted on construction site without prior authorization from

Owner.

16. Construction signage to be in both English and Spanish.

1.6 PROJECT NAME IDENTIFICATION / DEFINITIONS

A. Project Name: The term "Project Name" as used in the Contract Documents refers to "Tarrant County Facilities Management, Precinct 4 Maintenance Center (PCT 4 MC), 1005 Scotland Avenue, Azle, Texas 76020."

B. Owner: The term "Owner" as used in the Contract Documents refers to Tarrant County Facilities Management, Tarrant County Plaza Building, 200 Taylor Street, Rm 344, Fort Worth, Texas 76196.

C. Architect: The term "Architect" as used in the Contract Documents refers to Parkhill, 640 Taylor Street, Suite 1900, Fort Worth, Texas 76102.

4447624 07/26

SUMMARY 01 10 00 - 4

1.7 PROJECT REFERENCES

A. Summary of References: Work of the Contract can be summarized by references to the Contract, General Conditions, Supplementary Conditions, Specification Sections, Drawings, Addenda, and modifications to the Contract Documents issued subsequent to the initial printing of the Project Manual, and including but not necessarily limited to printed material referenced by any of the aforementioned documents. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions and other forces outside the Contract Documents.

1.8 WORK RESTRICTIONS

A. Comply with restrictions on construction operations.

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

C. On-Site Work Hours: Monday through Friday 6:30 am to 5:00 pm.

1. Contractor shall be granted access to the construction site for weekend work upon Owner approval.

1.9 CONTRACTOR DUTIES

A. Permits and Inspections: The Building Permit will be obtained and paid for by the Contractor. All other permits shall be secured by Contractor. All inspections and the obtaining of a valid Certification of Occupancy will be the responsibility of the Contractor.

Note: Owner to retain an allowance to cover permit fees, payable to City of Azle.

B. VOC Compliance: Ensure that all assemblies, components, and systems comply with all VOC (Volatile Organic Components) requirements and regulations of the Environmental Protection Agency (EPA), Occupational Safety Health Administration (OSHA), State, County, City, and Local Air Control District. See LEED’s section for other requirements.

C. This Project shall require an onsite superintendent 100percent of the time any work is being performed.

D. Except as specifically noted, provide, and pay for:

1. Labor, materials, and equipment.

2. Tools, construction equipment, and machinery.

3. Other facilities and services necessary for proper execution and completion of Work.

E. Secure and pay for, as necessary for proper execution and completion of Work, and as applicable at time of receipt of bids:

1. Required trade permits.

2. Licenses.

F. Give required notices.

G. Comply with all applicable local Building Codes, ordinances, rules, regulations, orders, and other legal requirements of public authorities which bear on performance of Work.

H. Promptly submit written notice to Architect of observed variance of Contract Documents from requirements of authorities having jurisdiction. Assume responsibility for Work performed without such notice known to be contrary to code or regulatory requirements.

I. Web-Based Project Software: Project software, Centerline Info Exchange (link provided by Architect) shall be administered by Architect for purposes of managing communication and documents during the construction stage.

4447624 07/26

SUMMARY 01 10 00 - 5

1.10 WORK SEQUENCE

A. Contractor shall provide the Owner with a logistics plan and work sequence schedule prior to the start of construction.

B. Work sequence to be coordinated with both the Tarrant County Facilities Management department and the Tarrant County Sheriff's Office for approval.

1.11 OWNER OCCUPANCY

A. Accommodate Owner’s occupancy as scheduled.

B. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to place and install equipment in completed areas of the Project and to occupy such completed areas prior to Substantial Completion, provided that such occupancy does not interfere with completion of the Work. Such placing of equipment and partial occupancy shall not constitute acceptance of the Work or any part of the Work.

1. Cooperate with Owner to minimize conflict, and to facilitate Owner's operations.

2. Schedule Work to accommodate Owner occupancy.

C. Architect will prepare a Certificat of Substantial Completion for each specific portion of the Work to be occupied before Owner occupancy

D. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy.

E. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portion of building.

1.12 MECHANICAL/ELECTRICAL REQUIREMENTS FOR GENERAL WORK

A. General: Except as otherwise indicated, comply with applicable requirements of Divisions 21, 22, 23, 26, 27, and 28 sections for mechanical, electrical, communications, and electronic safety and security provisions within units of general construction work.

1. Service Connections: Refer to Divisions 21, 22, 23, 26, 27, and 28 Sections for the characteristics of the mechanical, electrical, communications, and electronic safety and security services to be connected to units of general work. Provide units manufactured or fabricated for proper connection to and utilization of available services, as indicated. Except as otherwise indicated, final connection of mechanical services to general construction work is defined as being mechanical work, and final connection of electrical service to general construction work is defined as electrical work.

B. Electrical Requirements: Except as otherwise indicated, comply with applicable provisions of the National Electrical Code (NEC) and standards by National Electrical Manufacturer’s Association (NEMA), for electrical components of general work. Provide Underwriters Laboratories listed and labeled products where applicable.

1.13 PROTECTION OF WORK AND PROPERTY

A. Contractor shall maintain adequate protection of the Work from damage and shall protect Owner's and adjacent property from injury or loss arising from the Work. Contractor shall provide and maintain at all times any OSHA-required danger signs, guards, and obstructions necessary to protect the public and construction personnel from any dangers inherent with or created by the Work in progress.

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B. All federal, state, and city rules and requirements pertaining to safety, and all EPA standards, OSHA standards, and NESHAP regulations pertaining to asbestos as required shall be complied with.

C. Twenty-Four-Hour Call: Contractor shall have personnel on call 24 hours per day, for emergencies during the Project. Owner shall be provided with a 24-hour emergency contact number of the Contractor’s personnel. Contractor shall be able to respond to any emergency call and have personnel on site within 2 hours after contact. Numbers to be made available to Owner shall include home, office, and mobile numbers for the following:

1. Contractor’s Project Manager.

2. Contractor’s Field Superintendent

3. Owner or company officer of Contractor.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

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SECTION 01 20 00 - PRICE AND PAYMENT PROCEDURES

1.1 SUMMARY

A. Section Includes:

1. Schedule of Values.

2. Application for Payment.

3. Change Procedures.

4. Measurement and Payment - Unit Prices.

5. Alternates.

6. Application for Final Payment.

B. Related Requirements:

1. Other Division 01 Specification Sections apply to Work of this Section.

1.2 SCHEDULE OF VALUES

A. Submit typed schedule on AIA Form G703 - Application and Certificate for Payment Continuation Sheet.

B. Submit Schedule of Values in duplicate within 15 days after date established in Notice to Proceed.

C. Format: Utilize Table of Contents of this Project Manual. Identify each line item with number and title of major Specification Section, separating labor and material for each line item. Identify site mobilization, general conditions, testing, bonds, and insurance as separate line items.

D. For unit price Allowances, identify quantities taken from Contract Documents multiplied by unit cost to achieve total for item.

E. Include separately from each line item, a directly proportional amount of Contractor's overhead and profit.

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

G. Differentiate between items stored on-site and items stored off-site. Include evidence of insurance and bonding in place of storage. Comply with other requirements of documentation for Tarrant County when items are stored off-site.

1.3 APPLICATIONS FOR PAYMENT

A. Submit notarized application on AIA Form G702 - Application and Certificate for Payment and AIA G703 - Continuation Sheet.

B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.

C. Deposits on Material, Equipment, or Products:

1. Material/Equipment Deposits: Owner will not pay for deposits for material, equipment, or products that may be required of the Contractor in order to start the fabrication process of work that will eventually be incorporated into the Project but are not actually on the Project Site. All material, equipment, or products must be on the Project Site and properly stored before the Owner will make payment to the Contractor.

D. Payment Period: As defined in Owner-Contractor Agreement.

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E. A complete application for payment includes 1 copy of waiver of liens from each subcontractor, Construction progress schedule, and submittal schedule, all of which are required to process the Application for Payment.

1.4 CHANGE PROCEDURES

A. Architect will advise of minor changes in Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by Owner/Contractor Agreement by issuing Architect's Supplemental Instructions on AIA Form G710.

B. Architect may issue a Construction Change Request which includes a detailed description of a proposed change with supplementary or revised Drawings and Specifications and a change in Contract Time for executing change. Contractor will prepare and submit an estimate within 7 days.

C. Contractor may propose a change by submitting request for change to Architect. Include reason for change and effect on Contract Sum/Price, Contract Time, and subcontractors.

Document requested substitutions in accordance with Section 01 60 00 "Product Requirements."

D. Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Architect.

E. Unit Price Change Order: For pre-determined unit prices and quantities, Change Order will be executed on a fixed unit price basis. For unit costs or quantities of units of work which are not pre-determined, execute Work under a Construction Change Directive. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order.

F. Construction Change Directive: may issue a directive, on AIA Form G714 Construction Change Directive or Architect-approved form Construction Change Request (CCR) signed by Owner, instructing Contractor to proceed with a change in Work, for subsequent inclusion in a Change Order. Document will describe changes in Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute change.

G. Time and Material Change Order:

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

2. Architect will determine change allowable in Contract Sum/Price and Contract Time as provided in Contract Documents.

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

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

H. Change Order Forms: AIA G701 Change Order.

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

J. Change Order: Furnish an itemized breakdown, in form acceptable to Architect of costs and supporting information including but not limited to quantities and material prices. Tier subcontracted work performed at labor rates, employer payments, and rental rates. Itemize breakdown detail shall be same for subcontractor work. Provide complete supporting information for profit and overhead or markups used when requested. Consider the following items a part of overhead or Contractor's and subcontractor's mark-up and do not include as separate cost item: Labor for Superintendents, Assistant Superintendents, home office personnel, timekeepers, and maintenance mechanics at any level of contracting;

individual pieces of equipment, hand tools or instruments having a new value of $500.00 or less, whether or not consumed by use; on-site and main offices; modification to record Contract Documents; nor guarantee period costs.

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1.5 MEASUREMENT AND PAYMENT - UNIT PRICES

A. Authority: Measurement methods are delineated in individual Specification Sections.

B. Take measurements and compute quantities. Architect will verify measurements and quantities.

C. Defect Assessment: Replace Work, or portions of Work, not conforming to specified requirements. If Owner agrees that it is not practical to remove and replace Work, Architect will direct an appropriate remedy or adjust payment.

1.6 ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected by Owner.

Accepted Alternates will be identified in Owner-Contractor Agreement.

B. Coordinate related work and modify surrounding work as required.

1.7 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01 70 00 "Execution and Closeout

Requirements."

2. Removal of temporary facilities and services.

3. Removal of surplus materials, rubbish, and similar elements.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

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SECTION 01 22 00 - UNIT PRICES

1.1 SUMMARY

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

B. Related Requirements:

1. Other Division 01 Specification Sections apply to this Section.

2. Section 01 20 00 "Price and Payment Procedures."

3. Section 01 40 00 "Quality Requirements" for field testing by an independent testing agency.

1.2 DEFINITIONS

A. Unit price is an amount incorporated into 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: See 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 Part 3 "Schedule of Unit Prices" Article contain requirements for materials described under each unit price.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price No. 1: Depth of Foundations:

1. Description: Change in depth (or thickness) of shallow rectangular foundations (strip or pad footings) and form work in accordance with Section 13 34 19 "Metal Building Systems" and Section 03 30 00 "Cast-in-Place Concrete."

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2. Unit of Measurement: Linear foot of footing length for each footing configuration.

a. For increase in footing depth/thickness, complete with excavation, footing concrete, and reinforcement:

1) For footings with up to 3 feet in length: Add $$____ per CY of concrete.

2) For footings with 3-foot to 6-foot length: Add $$____ per CY of concrete.

b. For decrease in footing depth/thickness, complete with excavation, footing concrete, and reinforcement; County Standard minimum 95 percent of add costs.

1) For footings with up to 3 feet in length: Deduct $$ ___ per CY of concrete.

2) For footings with 3-foot to 6-foot length: Deduct $$ ___ per CY of concrete.

B. Unit Price No. 2: Temporary Forms/Casings for Footings:

1. Description: For addition of temporary metal casings or formwork, if required, in accordance with Section 03 10 00 "Concrete Forming and Accessories"

2. Unit of Measurement: Per each.

a. For each addition of temporary metal casings for shallow footings:

1) For footings with up to 3 feet in length: Add $$ ____ per footing.

2) For footings with 3-foot to 6-foot length: Add $$ ____ per footing.

C. Unit Price No. 3: Depth of Pier Holes:

1. Description: Change in depth of piers from lengths indicated, in accordance with

Section "Drilled Piers."

2. Unit of Measurement: Linear foot of pier depth for each pier diameter.

a. For increase of drilled pier shafts, complete with drilling, excavation, concrete, and reinforcing:

1) For 30-inch-diameter piers: Add $$ ____ per linear foot.

2) For 36-inch-diameter piers: Add $$ ____ per linear foot.

b. For decrease of drilled pier shafts, complete with drilling, excavation, concrete, and reinforcing:

1) For 30-inch-diameter piers: Deduct $$ ____ per linear foot.

2) For 36-inch-diameter piers: Deduct $$ ____ per linear foot.

D. Unit Price No. 4: Temporary Metal Casings for Pier Holes:

1. Description: For addition of temporary metal casings, if required, in accordance with

Section "Drilled Piers."

2. Unit of Measurement: Per each casing for each pier diameter.

a. For addition of temporary metal casings for drilled pier shafts:

1) For 30-inch-diameter piers: Add $$ ____ per pier.

2) For 36-inch-diameter piers: Add $$ ____ per pier.

E. Unit Price No. 5: Length of Water Line:

1. Description: Change in length of water line from lengths indicated in accordance with Section 22 11 00 "Facility Water Distribution" and Section 22 13 00 "Facility Sanitary Sewerage."

2. Unit of Measurement: Linear foot of length of water line for each pipe diameter.

a. For increase of length of water line, complete with excavation, and embedment:

1) For 10-inch PVC Water Main: Add $$____ per linear foot.

2) For 8-inch PVC Water Main: Add $$____ per linear foot, 4447624 07/26

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b. For decrease of length of water line, complete with excavation, and embedment: County Standard minimum 95 percent of add costs.

1) For 10-inch PVC Water Main: Deduct $$____ per linear foot.

2) For 8-inch PVC Water Main: Deduct $$____ per linear foot.

F. Unit Price No. 6: Length of Trench Construction:

1. Description: Change in length of trench repair indicated, in accordance with Civil

Drawings.

2. Unit of measurement: Square foot of length of trench for each pavement material.

a. For increase of length of trench, complete with pavement and subgrade:

1) For Asphalt Trench Flatwork Repair: Add $$ ____ per square foot.

2) For Concrete Trench Flatwork Repair: Add $$____ per square foot.

b. For decrease of length of trench repair, complete with pavement and subgrade: County Standard minimum 95 percent of add costs.

1) For Asphalt Trench Flatwork Repair: Deduct $$____ per square foot.

2) For Concrete Trench Flatwork Repair: Deduct $$____ per square foot.

END OF SECTION

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SECTION 01 25 00 - SUBSTITUTION PROCEDURES

1.1 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Volume 01 Prepared by Tarrant County

2. Section 01 60 00 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.2 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required to meet other Project requirements but may offer advantage to Contractor or Owner.

3. Written requests for substitutions will be considered prior to bid as described in Bidding Manual. If a proposed substitution is approved prior to receipt of bids, such approval will set forth in an addendum or in the Q&A. Bidders shall not rely upon approvals made in any other manner.

1.3 ACTION SUBMITTALS

A. Substitution Requests: Submit documentation identifying product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use CSI Substitution Request Form.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.

b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated.

Indicate deviations, if any, from the Work specified.

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d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners.

h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for

Project, from ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 7 days of receipt of a request for substitution.

Architect will notify Contractor[ through Construction Manager] of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or

Architect's Supplemental Instructions for minor changes in the Work.

b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.4 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.5 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

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1.6 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Requested substitution provides sustainable design characteristics that specified product provided for compliance with LEED requirements.

c. Requested substitution provides sustainable design characteristics that specified product provided for compliance with IgCC requirements.

d. Requested substitution provides sustainable design characteristics that specified product provided for compliance with ASHRAE 189.1 requirements.

e. Requested substitution provides sustainable design characteristics that specified product provided for compliance with Green Globes requirements.

f. Substitution request is fully documented and properly submitted.

g. Requested substitution will not adversely affect Contractor's construction schedule.

h. Requested substitution has received necessary approvals of authorities having jurisdiction.

i. Requested substitution is compatible with other portions of the Work.

j. Requested substitution has been coordinated with other portions of the Work.

k. Requested substitution provides specified warranty.

l. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Not allowed unless substitution requests offering advantages to the Project.

C. Substitutions for Convenience:…