ECAT_BP2_PROJECT_MANUAL_-_VOLUME_ONE.pdf

PROJECT MANUAL

BID PACKAGE TWO

FOR

ESCAMBIA COUNTY

AREA TRANSIT FACILITY

100 CLARINDA LANE

PENSACOLA, FLORIDA 32505

BY

ARCHITECTURAL DESIGN GROUP, INC.

PROFESSIONAL REGISTRATION #184-002514

800 SW ADAMS STREET, SUITE 101

PEORIA, ILLINOIS 61602

(309) 672-6498

STRUCTURAL CONSULTANTS:

RLG CONSULTING ENGINEERS

12001 N CENTRAL EXPRESSWAY, SUITE 300

DALLAS, TEXAS 75243

(214) 739-8100

MECHANICAL / ELECTRICAL CONSULTANTS:

KEDbluestone, Inc.

5518 NW 88TH STREET

JOHNSTON, IOWA 50131

(515) 727-0700

LANDSCAPE CONSULTANTS:

HODGSON DOUGLAS LANDSCAPE ARCHITECTS

12001 N CENTRAL EXPRESSWAY, SUITE 1170

DALLAS, TEXAS 75243

(214) 749-0333

DATE: SEPTEMBER 24, 2026

PROJECT NO. 2613

OCTOBER 22, 2026

VOLUME ONE

Escambia County Project No. 2613

Area Transit Facility Bid Package #2

100 Clarinda Lane

Pensacola, Florida 32505

Architectural Design Group, Inc.

TABLE OF CONTENTS 000000 - 1

VOLUME ONE: Procurement & Contracting Requirements, General Requirements, and Architectural

Work

Issue Date: October 22, 2026

TABLE OF CONTENTS

Number Section Title

Division 00 - Procurement and Contracting Requirements

Refer to Escambia County Project Contract

Division 01 – General Requirements

011000 Summary

012100 Allowances

012200 Unit Prices

012300 Alternates

012500 Substitution Procedures

013100 Project Management and Coordination

013200 Construction Progress Documentation

013300 Submittal Procedures

014000 Quality Requirements

014200 References

015000 Temporary Facilities and Controls

016000 Product Requirements

016100 Owner Direct Purchasing

017000 Execution Requirements

017310 Cutting and Patching

017700 Closeout Procedures

017823 Operation and Maintenance Data

017839 Project Record Documents

Division 02 - Existing Conditions

024119 Selective Demolition

TABLE OF CONTENTS 000000 - 2

Division 03 - Concrete

031000 Concrete Forming and Accessories

032000 Concrete Reinforcing

033000 Cast-in-Place Concrete

Division 04 - Masonry

041000 Mortar and Grout

042000 Unit Masonry

042200 Concrete Unit Masonry

Division 05 - Metals

051000 Structural Steel Framing

052100 Steel Joist and Joist Girder Framing

053000 Metal Decking

054000 Cold-Formed Metal Framing

055000 Metal Fabrications

055100 Metal Stairs

055133 Metal Ladders

055213 Pipe and Tube Railings

Division 06 - Wood, Plastics, and Composites

061053 Miscellaneous Rough Carpentry

061600 Sheathing

062023 Interior Finish Carpentry

064116 Plastic-Laminate-Clad Architectural Cabinets

Division 07 - Thermal and Moisture Protection

071326 Self-Adhering Sheet Waterproofing

071800 Traffic Coatings

071900 Water Repellents

072100 Thermal Insulation

072119 Foamed-In-Place Insulation

072600 Vapor Retarders

072726 Fluid-Applied Membrane Air Barriers

TABLE OF CONTENTS 000000 - 3

074113.16 Standing-Seam Metal Roof Panels

074213 Metal Wall Panels

075000 Membrane Roofing

076200 Sheet Metal Flashing and Trim

077100 Roof Specialties

077200 Roof Accessories

077233 Roof Hatches

078100 Applied Fire Protection

078413 Penetration Firestopping

078443 Joint Firestopping

079200 Joint Sealants

Division 08 – Openings

081113 Hollow Metal Doors and Frames

081416 Flush Wood Doors

083100 Access Doors and Panels

083323 Overhead Coiling Doors

084113 Aluminum-Framed Entrances and Storefronts

084413 Glazed Aluminum Curtain Walls

085653 Security Windows

087100 Door Hardware

088000 Glazing

088300 Mirrors

Division 09 – Finishes

090561 Common Work Results for Flooring Preparation

090561.13 Moisture Vapor Emission Control

092116 Gypsum Board Assemblies

093013 Ceramic Tiling

095113 Acoustical Panel Ceilings

095429 Suspended Plastic Ceilings

096500 Resilient Flooring

096723 Resinous Flooring

TABLE OF CONTENTS 000000 - 4

096813 Tile Carpeting

097700 Special Wall Surfacing

099100 Painting

099323 Interior Staining and Finishing

099600 High-Performance Coatings

099733 Concrete Floor Sealer

Division 10 - Specialties

101300 Directories

101400 Signage

102113.17 Phenolic-Core Toilet Compartments

102116 Shower and Dressing Compartments

102600 Wall and Door Protection

102800 Toilet, Bath, and Laundry Accessories

104400 Fire Protection Specialties

105100 Lockers

107320 Pre-Manufactured Canopies

107516 Ground-Set Flagpoles

Division 11 - Equipment

111126 Bus-Washing Equipment

111426 Transit Fare Collection Vault

113013 Residential Appliances

115213 Projection Screens

118119 Vacuum Cleaning Systems

118129 Facility Fall Protection

118226 Facility Waste Compactors

Division 12 - Furnishings

122413 Roller Window Shades

123216 Manufactured Plastic-Laminate-Clad Casework

123600 Countertops

TABLE OF CONTENTS 000000 - 5

Division 13 - Special Construction

133419 Metal Building Systems

Division 14 - Conveying Equipment

142400 Hydraulic Elevators

END OF SECTION

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

SUMMARY 011000 - 1

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 1 Specification Sections, apply to this Section.

B. Escambia County Technical Specifications, latest edition.

C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Phased construction.

4. Owner-furnished products.

5. Use of premises.

6. Owner's occupancy requirements.

7. Work restrictions.

8. Specification formats and conventions.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Escambia County Area Transit Facility

1. Project Location: 100 Clarinda Lane, Pensacola, Florida 32505

B. Owner: The Escambia County Board of County Commissioners

1. Owner's Representative: Jacob's Engineering

C. Architect: Architectural Design Group, Inc., 800 SW Adams Street, Suite 101, Peoria, Illinois 61602.

1. Architect's Representative: Paul Kouri

D. The Work consists of the following:

1. The Work includes the design and construction of a new Escambia County Area Transit

(ECAT) complex that includes and Administration Building, Transfer Center, Bus Wash, 100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

SUMMARY 011000 - 2

Fuel Depot, and Maintenance Building.

1.4 PHASED CONSTRUCTION

A. The Work shall be conducted in one phase as described on the Drawings.

1.5 OWNER-FURNISHED PRODUCTS

A. Owner will furnish products indicated. The Work includes providing support systems to receive Owner's equipment and making plumbing, mechanical, and electrical connections.

1. Owner will arrange for and deliver Shop Drawings, Product Data, and Samples to

Contractor.

2. Owner will arrange and pay for delivery of Owner-furnished items according to

Contractor's Construction Schedule.

3. After delivery, Owner will inspect delivered items for damage. Contractor shall be present for and assist in Owner's inspection.

4. If Owner-furnished items are damaged, defective, or missing, Owner will arrange for replacement.

5. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor.

6. Owner will furnish Contractor the earliest possible delivery date for Owner-furnished products. Using Owner-furnished earliest possible delivery dates, Contractor shall designate delivery dates of Owner-furnished items in Contractor's Construction Schedule.

7. Contractor shall review Shop Drawings, Product Data, and Samples and return them to Architect noting discrepancies or anticipated problems in use of product.

8. Contractor is responsible for receiving, unloading, and handling Owner-furnished items at Project site.

9. Contractor is responsible for protecting Owner-furnished items from damage during storage and handling, including damage from exposure to the elements.

10. If Owner-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

11. Contractor shall install and otherwise incorporate Owner-furnished items into the Work.

B. Owner-Furnished Products as scheduled on the drawings.

1.6 USE OF PREMISES

A. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

B. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways and Entrances: Keep driveways, loading areas, 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 storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

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SUMMARY 011000 - 3

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

2. Architect will prepare a Certificate of Substantial Completion for the Project.

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, except otherwise indicated.

1. Weekend Hours: Only during scheduled and approved times.

2. Early Morning Hours: Only during scheduled and approved times.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Architect and Owner not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Architect's and Owner's written permission.

1.8 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the CSI (Construction Specifications Institute (United States)) /CSC's (Construction Specifications Canada (Canada)) "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

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

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are

100 Clarinda Lane Pensacola, Florida 32505

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SUMMARY 011000 - 4

implied where a colon (:) is used within a sentence or phrase.

1.9 MISCELLANEOUS PROVISIONS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

ALLOWANCES 012100 - 1

SECTION 012100

ALLOWANCES

PART 1 GENERAL

1.1 RELATED DOCUMENTS

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

B. Escambia County Technical Specifications, latest edition.

C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

1.2 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to the Contractor.

If necessary, additional requirements will be issued by Change Order.

B. Types of allowances include the following:

1. Lump-sum allowances.

1.3 SELECTION AND PURCHASE

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

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

Include recommendations that are relevant to performing the Work.

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

1.4 SUBMITTALS

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

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ALLOWANCES 012100 - 2

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

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

1.5 COORDINATION

A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation.

1.6 LUMP-SUM ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials selected by Architect under allowance and shall include freight, labor, installation, and delivery to Project site.

B. Contractor's costs for receiving and handling at Project site, overhead and profit, and similar costs shall be included as part of the Allowance.

1.7 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable.

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

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects.

Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

ALLOWANCES 012100 - 3

installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: 274100 Audio Video System - Item #2 - Exterior Digital Signage System - Provide an allowance for $150,000 for a Bright Sign Bus Transportation turnkey system.

System to consists of numerous monitors for gate locations and schedules on site. System to include TV's /mounts, hardware, programming and installation.

B.

C. END OF SECTION

D.

E.

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

UNIT PRICES 012200 - 1

SECTION 012200

UNIT PRICES

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. Escambia County Technical Specifications, latest edition.

C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

1.2 SUMMARY

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

B. Related Requirements:

1. See Project Contract.

1.3 DEFINITIONS

A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to the Contract Sum by appropriate modification, if the scope of Work required by the Contract Documents are increased.

1.4 PROCEDURES

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

B. 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.

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

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

UNIT PRICES 012200 - 2

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. In the event it is determined by the Architect that subgrades will not pass compaction testing or proof roll when prepared in accordance with the specifications, subgrade repairs shall be performed on a Unit Price basis.

B. Unit Price 01: Reinforced Concrete Pavement - 7"

1. Provide a $/SY unit cost for the installation of pavement per Civil.

C. Unit Cost 02: HMA Pavement - 2 1/2"

1. Provide a $/SY unit cost for the installation of pavement per Civil.

D. Unit Price 03: HMA Pavement - 1 1/2"

1. Provide a $/SY unit cost for the installation of pavement per Civil.

E. Unit Price 04: Reinforced Concrete Sidewalk Pavement - 4"

1. Provide a $/SY unit cost for the installation of pavement per Civil.

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

ALTERNATES 012300 - 1

SECTION 012300

ALTERNATES

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. Escambia County Technical Specifications, latest edition.

C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the

Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract

Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

ALTERNATES 012300 - 2

writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

E. Order of Alternates listed in the Schedule of Alternates does not indicate which order Alternates will be accepted.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate Bid No. 1: (DEDUCTIVE) MAINTENANCE BUILDING Reduce two (2) structural bays (two stalls) from the bus garage and reduce one (1) structural bay (two stalls) from the small vehicle garage. At the bus garage, PEMB manufacturer to engineer the west end wall and exterior canopy to allow for a future expansion of two (2) structural bays at the west end. See drawing set.

B. Alternate Bid No. 2: (DEDUCTIVE) ADMINISTRATION BUILDING Partially build out/partially unfinish second floor per sheet A111 and associated engineering/building systems sheets. See drawing set.

C.

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

SUBSTITUTION PROCEDURES 012500 - 1

SECTION 012500

SUBSTITUTION PROCEDURES

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. Escambia County Technical Specifications, latest edition.

C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Sections:

1. Division 01 Section "Alternates".

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

3. Divisions 02 through 49 Sections for specific requirements and limitations for substitutions.

1.3 DEFINITIONS

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

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 in order to meet other Project requirements but may offer advantage to Contractor or Owner.

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

SUBSTITUTION PROCEDURES 012500 - 2

1.4 SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify 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 form found at end of section.

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

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

b. Coordination information, including a list of changes or modifications 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 substitution 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.

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 and 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.

j. Detailed comparison of Contractor's construction schedule using proposed substitution 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 seven days of receipt of a request for substitution.

Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven 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.

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SUBSTITUTION PROCEDURES 012500 - 3

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

1.5 QUALITY ASSURANCE

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

1.6 PROCEDURES

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

PART 2 PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately upon 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. Substitution request is fully documented and properly submitted.

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

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

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

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

g. Requested substitution provides specified warranty.

h. 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: Architect will consider requests for substitution if received within 15 days after the Notice of Award. Requests received after that time may be considered or rejected at discretion of Architect.

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:

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SUBSTITUTION PROCEDURES 012500 - 4

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

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

d. Substitution request is fully documented and properly submitted.

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

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

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

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

i. Requested substitution provides specified warranty.

j. 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.

SUBSTITUTION REQUEST FORM

Project Name:

Request Date:

Requestor:

Spec Information: (Spec Section Title, No., Page, Paragraph)

Substitution No.:

PROPOSED SUBSTITUTION

The accompanying attachments provide a full description of the proposed substitution.

General Description:

Reason for

Substitution:

Proposed Change to

Contract Sum:

None

Add

Deduct

Total

Proposed Change to

Contract Time:

None

Add

Deduct

Total

ASSUMPTION OF RESPONSIBILITY FOR EQUAL PERFORMANCE: Requestor affirms that the proposed substitution conforms to required dimensions and meets or exceeds the standards of required function, appearance, and quality set by the specified product. Requestor understands and affirms compliance with the provisions of the relevant specification section.

Requestor Name Requestor Signature Date

ARCHITECT’S EVALUATION

Substitution

Determination:

Accepted As Noted Rejected

Remarks:

Name:

County Consent:

100 Clarinda Lane Pensacola, Florida 32505

Architectural Design Group, Inc.

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

B. Escambia County Technical Specifications, latest edition.

C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

1.2 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Coordination.

2. Administrative and supervisory personnel.

3. Project meetings.

B. Related Sections include the following:

1. Division 1 Section "Construction Progress Documentation" for preparing and submitting

Contractor's Construction Schedule.

2. Division 1 Section "Execution Requirements" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Division 1 Section "Closeout Procedures" for coordinating Contract closeout.

1.3 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair.

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PROJECT MANAGEMENT AND COORDINATION 013100 - 2

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

9. Project closeout activities.

1.4 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting.

B. Coordination Meetings: Conduct Project coordination meetings at weekly intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences.

1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work

2. Agenda: Review and correct or approve minutes of the previous coordination meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Combined Contractor's Construction Schedule: Review progress since the last coordination meeting. Determine whether each contract is on time, ahead of

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PROJECT MANAGEMENT AND COORDINATION 013100 - 3

schedule, or behind schedule, in relation to Combined Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

b. Schedule Updating: Revise Combined Contractor's Construction Schedule after each coordination meeting where revisions to the schedule have been made or recognized.

Issue revised schedule concurrently with report of each meeting.

c. Review present and future needs of each contractor present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Work hours.

10) Hazards and risks.

11) Progress cleaning.

12) Quality and work standards.

13) Change Orders.

3. Reporting: The Owner's Representative/CEI (Construction, Engineering and Inspection Services) will record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.

PART 2 PRODUCTS - NOT USED

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Architectural Design Group, Inc.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 013200

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

B. Escambia County Technical Specifications, latest edition.

C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Preliminary Construction Schedule.

2. Contractor's Construction Schedule.

3. Submittals Schedule.

B. Related Sections include the following:

1. Division 1 Section "Payment Procedures" for submitting the Schedule of Values.

2. Division 1 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes.

3. Division 1 Section "Submittal Procedures" for submitting schedules and reports.

1.3 SUBMITTALS

A. Submittals Schedule: Submit three copies of schedule. Arrange the following information in a tabular format:

1. Scheduled date for first submittal.

2. Specification Section number and title.

3. Submittal category (action or informational).

4. Name of subcontractor.

5. Description of the Work covered.

6. Scheduled date for Architect's final release or approval.

B. Preliminary Construction Schedule: Submit two opaque copies.

1. Approval of cost-loaded preliminary construction schedule will not constitute approval of

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Architectural Design Group, Inc.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2

Schedule of Values for cost-loaded activities.

C. Contractor's Construction Schedule: Submit two opaque copies of initial schedule, large enough to show entire schedule for entire construction period.

1.4 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, payment requests and other required schedules and reports.

PART 2 PRODUCTS

2.1 SUBMITTALS SCHEDULE

A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and

Contractor's Construction Schedule.

2. Initial Submittal: Submit concurrently with preliminary bar-chart schedule. Include submittals required during the first 30 days of construction. List those required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule.

2.2 PRELIMINARY CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule within seven days of date established for commencement of the Work.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 60 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3

2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work. Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

PART 3 EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

B. Distribution: Distribute copies of approved schedule to Architect, Owner, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

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Architectural Design Group, Inc.

SUBMITTAL PROCEDURES 013300 - 1

SECTION 013300

SUBMITTAL PROCEDURES

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. Escambia County Technical Specifications, latest edition.

C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

1.2 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section "Payment Procedures" for submitting Applications for Payment and the schedule of values found in the Escambia County Project Contract.

2. Section 013100 "Project Management and Coordination" for submitting coordination drawings and subcontract list and for requirements for web-based Project software.

3. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.

4. Section 014000 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.

5. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual

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SUBMITTAL PROCEDURES 013300 - 2

Specification Sections as "informational submittals."

1.4 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Architect.

4. Name of Engineer.

5. Name of Contractor.

6. Name of firm or entity that prepared submittal.

7. Names of subcontractor, manufacturer, and supplier.

8. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier for each submittal. Category and type of submittal.

9. Submittal purpose and description.

10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

11. Drawing number and detail references, as appropriate.

12. Indication of full or partial submittal.

13. Location(s) where product is to be installed, as appropriate.

14. Other necessary identification.

15. Remarks.

16. Signature of transmitter.

B. Options: Identify options requiring selection by Architect.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. Submittals:

1. Place a permanent label or title block on each submittal item for identification; include name of firm or entity that prepared submittal.

2. Provide a space approximately 6 by 8 inches (150 by 200 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Architect.

3. Action Submittals: Submit PDF copies of each submittal unless otherwise indicated to

Owner's Representative/CEI. Owner's Representative/CEI will return an electronic copy.

At Owner's Representative/CEI's discretion, ProCore or other electronic file transfer software may be used.

4. Informational Submittals: Submit PDF copies of each submittal unless otherwise indicated. Owner's Representative/CEI will not return copies.

5. Transmittal for Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form.

E. PDF Submittals: Prepare submittals as PDF (Portable Document Format) package, 100 Clarinda Lane Pensacola, Florida 32505

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incorporating complete information into each PDF file. Name PDF file with submittal number in sequential order of submittal.

1.5 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package, and transmit to Owner's Representative/CEI by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Architect.

a. Architect will return annotated file. Annotate and retain one copy of file as a digital

Project Record Document file.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals and informational submittals required by the same Specification

Section as separate packages under separate transmittals.

4. Coordinate transmittal of submittals for related parts of the Work specified in different

Sections so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked with approval notation from Architect's action stamp.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

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SUBMITTAL PROCEDURES 013300 - 4

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.

1.6 SUBMITTAL REQUIREMENTS

A. Product Data: Collect information into a single…