Joseph J. Williams AR-0007684

00 00 10- 1 25011.00

PROJECT MANUAL

ROOF REPLACEMENT AT

COUNTY SERVICE COMPLEX TITUSVILLE

BUILDING ‘G’

700 PARK AVENUE

TITUSVILLE, FL 32780-4007

for

BREVARD COUNTY BOARD OF COMMISSIONERS

FACILITIES DEPARTMENT

2725 Judge Fran Jamison Way Building A - 2nd FL.

Viera, FL 32940

PREPARED BY:

A/R/C ASSOCIATES, INCORPORATED

601 North Fern Creek Avenue - Suite 100 Orlando, Florida 32803

(407) 896-7875 FAX # (407) 898-6043

Date: August 15th, 2025

A/R/C Project No: 25011.00

COPYRIGHTED 2025 BY A/R/C ASSOCIATES, INCORPORATED

This Project Manual is a copyrighted document of A/R/C Associates, Incorporated and may not be reproduced or excerpted from in whole or in part without the express written permission of A/R/C Associates, Incorporated. It is only to be used for the project and site specifically identified herein and is not to be used on any other project or extensions of this project. This document is to be returned upon request.

00 00 30 - 1 25011.00

PROJECT MANUAL

ROOF REPLACEMENT AT

COUNTY SERVICE COMPLEX TITUSVILLE

BUILDING ‘G’

700 PARK AVENUE

TITUSVILLE, FL 32780-4007

for

BREVARD COUNTY BOARD OF COMMISSIONERS

FACILITIES DEPARTMENT

2725 Judge Fran Jamison Way Building A - 2nd FL.

Viera, FL 32940

PREPARED BY:

601 North Fern Creek Avenue - Suite 100 Orlando, Florida 32803

(407) 896-7875 FAX # (407) 898-6043

Date: August 15th, 2025

A/R/C Project No: 25011.00

Section 00 00 10 Title Page 1 (only) Section 00 00 30 Table of Contents 1 thru 3 Section 00 00 40 Project Drawing Index 1 thru 3

Bidding Requirements, Contract Forms, Conditions of the Contract, and General Requirements

Advertisement for Bid 1 thru 4

Section A Information to Bidders 5 thru 20 Section B Bid Forms - Bidders Checklist 21 (only)

Form of Bid 22 thru 25 Non-Collusion Affidavit of Prime Bidder 26 (only) Bid Bond Form 27 thru 28 Minority Employment Information Form 29 (only) Trench Safety Act Compliance Form 30 (only) Performance & Payment Bond Forms 31 thru 33

00 00 30 - 2 25011.00

General Conditions of the Contract for Construction 1 thru __

Division 1 - General Requirements

Section 01 09 00 Reference Standard 1 thru 2 Section 01 11 00 Summary of Work 1 thru 5

Project Rain Day Form 1 (only) Interior Inspection Form 1 (only) Exterior Inspection Form 1 (only)

Section 01 22 00 Unit Prices 1 thru 2 Section 01 26 00 Modification Procedure 1 thru 3 Section 01 26 13 Request For Information 1 thru 2

RFI Form 1 (only) Section 01 29 00 Payment Application Procedures 1 thru 2 Schedule of Values Format Section 01 30 00 Administrative Requirements 1 thru 6

Section 01 33 00 Submittal Procedures 1 thru 5 Submittal Cover Form 1 (only) Submittal Record 1 thru 4

Section 01 40 00 Quality Requirements - References 1 thru 5 Section 01 45 00 Cutting and Patching 1 thru 3 Section 01 50 00 Temporary Facilities & Controls 1 thru 6 Section 01 60 00 Product Requirements 1 thru 3

Product Substitution Request Form 1 (only) Product Substitution Information Form 1 (only)

Section 01 70 00 Project Closeout Requirements 1 thru 4 Product Closeout Documentation Form 1 (only)

Division 2 - Site Work

Section 02 25 29 Existing Condition Assessment 1 thru 2 Roof Data 1 thru 10 Section 02 41 16 Selective Demolition 1 thru 2

Division 6 - Wood and Plastics

Section 06 10 53 Rough Carpentry 1 thru 6

Division 7 - Thermal and Moisture Protection

Section 07 51 00 Preparation for Re-Roofing 1 thru 5 Section 07 52 16 Modified Bitumen Roofing - Torched Applications 1 thru 23

Mfrs. Notice of Intent to Issue Roof Warranty 24 thru 25 Applicator Warranty for Roofing 26 thru 27

Section 07 56 10 Fluid Applied Flashing 1 thru 6 Section 07 62 00 Sheet Metal Flashing and Trim 1 thru 8 Section 07 92 00 Joint Protection 1 thru 5

00 00 30 - 3 25011.00

Division 23 - Heating, Ventilation, and Air - Condition ( HVAC )

Section 23 00 00 Mechanical Equipment 1 thru 3 Performance Log Data Sheet: Exhaust Fan 1 (only) Performance Log Data Sheet: Air Conditioning Equipment 1 (only)

Division 26 - Electrical

Section 26 05 00 Basic Electrical Requirements 1 thru 4

Drawings and Details

Plans C01 - Cover Sheet, Vicinity Map, Drawing Index and General Notes

A01 - Overall Campus Plan, Physical Characteristics Schedule, General Notes and Florida Building Code Data

A02 - Roof Plan Building “G”, Symbols Legend, and Specific Notes A03 - General Roofing Notes, Abbreviations and Fastening Schedule A04 - Perimeter Roof Edge Flashing Details A05 - Edge Metal Fabrication Details A06 - Expansion Joint Curb Flashing And Fabrication Details A07 - Mechanical Flashing And Fabrication Details A08 - Mechanical And Miscellaneous Penetration Flashing Details A09 - Gutter And Downspout Fabrication Details A10 - Miscellaneous Downspout Details

The Contractor shall check the pages with the index completeness. If any pages are missing or illegible, request replacements.

REFERENCE STANDARDS

SECTION 01 09 00

01 09 00 - 1 25011.00

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Quality assurance.

1.2 RELATED SECTIONS

A. General Conditions: Reference standards.

1.3 QUALITY ASSURANCE

A. For Products or workmanship specified by association, trades, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard (latest edition) concurrent with the date of the Contract

Documents.

C. The roof system shall include all affiliated electrical, mechanical, architectural and structural work, meeting the following Building Codes:

1. The 2023 Eighth Edition Florida Building Code.

a. Volume I: Building (includes energy, accessibility and state agency regulations)

b. Volume II: Plumbing

c. Volume III: Mechanical

d. Volume IV: Fuel Gas.

2. The Florida Fire Prevention Code.

3. Any local amendments to these codes which can be obtained from the Florida

Department of Community Affairs, the Florida Department of Insurance, and/or the State Fire Marshal, respectively.

4. In addition to Florida Building Code, 2023, Eighth Edition, all, or the specific portions cited, of the following building codes were incorporated by reference and made a part of the requirements of this project. If there should be conflicting requirements between these codes and requirements, the more or most stringent requirement shall apply.

a. AHERA. Asbestos Hazard Emergency Response Act, 40 CFR, Part 763, as revised July 1, 1995.

b. ANSI. American National Standards Institute. References to ANSI standards shall be the edition listed in the current edition of the ANSI standards.

c. ASCE. American Society of Civil Engineers. References to ASCE

REFERENCE STANDARDS

SECTION 01 09 00

01 09 00 - 2 25011.00 standards shall be the edition listed in the current edition of the ASCE standards.

d. ASHRAE. American Society of Heating, Refrigeration, and Air Conditioning Engineers.

e. ASTM. American Society for Testing Materials. References to ASTM standards shall be the edition listed in current edition of the ASTM standards.

f. FEMA. Federal Emergency Management Agency. Rules and Regulations 44 CFR, Parts 59 and 60, revised October 1, 1995, for flood plain criteria governing insurability of facilities constructed in flood plain areas.

g. NEC. National Electrical Code, 2014. (NFPA 70)

h. NFPA. National Fire Protection Association. Referenced to NFPA codes shall be the edition listed in the current edition of the National Fire Codes.

i. OSHA. Occupational Safety and Health Administration, U.S. Dept. Of Labor, 29 CFR as revised July 1, 1995.

j. SMACNA. Architectural Sheet Metal Manual, current edition.

k. SREF. State Requirements for Educational Facilities (2012).

l. TMS. The Masonry Society, 2011 edition

D. Obtain copies of standards when required by the Contract Documents or as necessary to complete the work properly.

E. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion.

F. Should specified reference standards conflict with Contract Documents, request clarification from the Architect before proceeding.

G. The contractual relationship, duties, and responsibilities of the parties in Contract nor those of the Architect shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

END OF SECTION

SUMMARY OF WORK

SECTION 01 11 00

01 11 00 - 1 25011.00

1.1 SUMMARY

A. Section Includes:

1. Description of Work

2. Contractor Use of Site and Premises

3. Work Sequence

4. Owner Occupancy

5. Rain Day, Interior Inspection and Exterior Inspection Forms

1.2 DESCRIPTION OF WORK

A. PROJECT IDENTIFICATION

1. Project Name: County Service Complex Titusville – Building G

2. Project Location: 700 Park Avenue, Titusville, Florida

3. Project Description: Roof Replacement at Building G

B. PROJECT SCOPE: The scope of work for all roof areas is assumed to include, (but is not limited to) the following tasks:

1. Coordinate with owner to relocate cable conduit routed thru weatherhead along

Roof Area 1/G, extending to 2/G for temporary removal and reinstallation.

2. Remove security fence and components at Roof Area 1/G. Properly store for re-installation. Replace missing or damaged components. Patch concrete surface and fastener openings to receive fence brackets. Apply patches and repairs to existing foil faced base flashing with similar material.

3. Roof Area 1/G : Remove existing asphalt applied multi-ply modified bitumen roof system down to existing light weight insulating concrete deck (LWIC).

Expose deck and replace any damaged or deteriorated LWIC per unit cost.

Remove all associated edge metal, counterflashing and sanitation vent flashing as required to perform the work indicated. Existing gutter and downspouts to be saved where indicated per plans for re-installation.

4. Roof Area 2/G : Remove existing multi-ply modified bitumen roof system, gyp.

coverboard and rigid insulation down to the existing LWIC deck. Expose deck and replace any damaged or deteriorated LWIC per unit cost. Remove all associated edge metal, abandoned curbs and sanitation vent flashing as required to perform the work indicated. Existing gutter and downspouts to be saved where indicated per plans for re-installation.

5. All Roof Areas, Repair and/or replace any significantly damaged or deteriorated damaged wood blocking and nailers where required. The repair work shall be performed per the unit price allowances as defined within specification section 01 22 00.

01 11 00 - 2 25011.00

6. Remove existing weatherhead, provide, install and anchor a new pre-fabricated curb and provide a new stainless steel, curb mounted weatherhead at the existing location per the project details. Route all associated piping and conduit thru new weatherhead.

7. Raise / extend the existing plumbing vents through the roof (VTR) as required to provide a minimum height of 8” above the finished roof surface.

8. All roof areas, Install addition blocking along perimeter, verify existing height of blocking to determine additional nailers required. Roof Area 2/G, ‘Rip’ wood blocking along rake side to create uniform height to match proposed 1/8” tapered rigid insulation. Raise height of existing expansion joint curb to meet 8” minimum height per details.

9. Large mechanical unit pan flashing and duct work curb to remain (Roof Area 1/G). Remove counterflasing and base flashing. Install gypsum coverboard vertically to create clean surface for application of new roof flashing.

10. Mechanically fasten a vented base sheet to existing LWIC substrate. (Roof Area 1/G) Install new 1.25” thick rigid insulation system with 1/4” thick gypsum coverboard, fully adhered to vented base sheet. (Roof Area 2/G) Install new 1/8” tapered rigid insulation with starting height of 1.25” to vented base sheet.

11. Provide new crickets upslope of all rooftop equipment curbs to ensure positive drainage, form crickets using 1/2” per foot tapered rigid insulation to provide positive drainage or a cementitious compound intend for this purpose prior to the application of the 1/4” thick gypsum coverboard.

12. Torched apply a SBS modified bitumen, reflective granule surfaced, polyester reinforced cap sheet to the two modified bitumen interplies torch applied to the gypsum coverboard.

13. Coordinate with owner all remaining work of other trades performing mechanical/interior renovations requiring penetrations thru roof prior to the installation of the second interply membrane.

14. Apply the second of two smooth surfaced SBS modified bitumen interply sheets over the first interply sheet using heat-weld application methods.

15. Install all new “strip-in” metal flashings, such weatherhead per the project details. Prime deck flanges and apply modified “strip-in” membrane.

16. Apply a granule surfaced SBS modified bitumen cap sheet to the interply sheets, using heat-weld application methods. Apply a two-ply, granular surfaced, SBS modified bitumen base flashing system at all curbs, and roof-to-wall transitions per the project details.

17. Install the set on accessories and flash in accordance with project details.

01 11 00 - 3 25011.00

Provide and install all edge metal along outer edge of parapet and “strip-in” with flashing membrane. Edge metal must be installed in sequence with flashing above for proper installation.

18. Install new gutter around interior courtyard perimeter of Roof Area 1/G. & 2/G Locate downspouts at existing location and add additional downspouts as indicated per plans. Downspouts to drain at grade. Reinstall existing gutter and downspouts along exterior perimeter of Roof Area 1/G & 2G. Extend existing downspouts as indicated per details. Locate downspouts at existing location and add additional downspouts as indicated per plans. Downspouts to drain at grade.

19. Roof system manufacturer to provide a 20 year, no dollar limit (NDL) weathertightness warranty with a wind uplift rider for design uplift pressures.

20. Participate in any post-installation uplift testing which may be performed by the Owner, repair any damages caused or deficiencies discovered as a result of this testing program

C. The Contractor will be responsible for obtaining and paying for all required permits, and any required submittals and inspections thereafter. Signed and sealed copies of the construction documents will be provided by the design professional; all other required documentation is to be provided by the contractor.

D. The Contractor will be responsible for obtaining and paying for all required permits, and any required submittals and inspections thereafter. Signed and sealed copies of the construction documents will be provided by the design professional; all other required documentation is to be provided by the contractor.

E. Contractor is to complete any contractor license and insurance information forms and submit them with all required license and insurance documentation prior to obtaining the building permit.

F. Contractor is to provide any required Florida Product Approval information to the building department based on the specific project conditions and actual manufacturers and products to be used for this work. It is the contractor’s responsibility during bidding to coordinate the products and manufacturers selected to provide a complete system from existing deck to the finished roof that has the appropriate approvals which are acceptable to the building department for permitting.

G. Contractor is to verify the inspection requirements with the building department and obtain those inspections as required without impacting the progress of the work.

H. Contractor is to provide a safety and/or barricade plan that is acceptable to the Owner and building department at the time of permit application; plan must be approved by all parties prior to starting construction.

01 11 00 - 4 25011.00

1.3 CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site and premises to allow:

1. Owner occupancy

2. Use of site and premises by the public

B. Emergency Building Exits During Construction:

1. Maintain accesses at all times.

C. Construction Operations:

1. Limited to areas noted on Drawings

D. Time Restrictions for Performing Interior Work:

1. Contractor's work shall be performed inside building after building is no longer used for the day.

1.4 WORK SEQUENCE

A. Construct Work in phases to accommodate Owner's occupancy requirements during the construction period, coordinate construction schedule and operations with Owner and Architect.

1.5 OWNER OCCUPANCY

A. The Owner will occupy the site and premises during the entire period of construction.

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

Schedule the Work to accommodate this requirement.

1.6 PROJECT RAIN DAY FORM

A. Rain Delays: The Contractor may be entitled to a contract time extension due to delays caused by weather. The Contractor shall maintain on a daily basis and submit with each Application for Payment, the Project Rain Day Form attached at the end of this section. Project Rain Day Form shall be signed by the Owner's Representative or Architect daily. Rain days will only be allowed for the period of work of the current Application for Payment. Requests for approval of rain days within prior Application for Payment periods will not be considered.

1.7 INTERIOR INSPECTION FORM

A. Prior to beginning work, inspect with Owner's Representative or Architect, building interior(s). Log conditions of ceiling tiles, lights, walls and flooring materials using the Interior Inspection Form attached at the end of this Section. Confirmation of existing conditions shall be made and recorded onto a video disk.

B. Submit two copies of the form signed by the Contractor, Owner's Representative or Architect and one copy of video disk.

01 11 00 - 5 25011.00

1.8 EXTERIOR INSPECTION FORM

A. Prior to beginning work, inspect with Owner's Representative or Architect, existing building exterior(s) and site conditions. Log, as required, conditions of exterior walls, building attachments, sidewalks, miscellaneous paving and landscaping using the Exterior Inspection Form attached at the end of this Section. Confirmation of existing conditions shall be made and recorded onto a video disk.

B. Submit two copies of form signed by the Contractor, Owner's Representative or Architect and one copy of video disk.

1.9 SUBMITTALS

A. Project Rain Day Form: Completed for current payment application period (monthly)

B. Interior Inspection Form: Submit prior to commencement of construction.

C. Exterior Inspection Form: Submit prior to commencement of construction.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

PROJECT RAIN DAY FORM

Month:

Project Name:

Project No:

Contractor:

Owner's Authorized Rep.:

DAY

MORNING

COND./TIME

AFTERNOON

COND./TIME

SUPERINTENDENT

SIGNATURE

AUTH. OWNER'S REP.

SIGNATURE

INTERIOR INSPECTION FORM

ROOM

NO.

CEILING TILE CONDITION

LIGHT

LENSE

STAINS

WALL

CONDITION

CARPET

CONDITION

BROKEN STAINED CRACKED

EXTERIOR INSPECTION FORM

ROOF

AREA

SIDEWALK CONDITION

GRASS

SHRUBBERY

CONDITIONS

MISC.

CONDITIONS

BROKEN STAINED CRACKED

UNIT PRICES

SECTION 01 22 00

01 22 00 - 1 25011.00

1.1 SUMMARY

A. Section Includes:

1. Identification of each unit price by letter and description.

B. Related Sections:

1. Agreement: Monetary values of established Unit Prices and Percentage allowances for Contractor’s overhead and profit

2. General Conditions: Governing requirements for changes in the Work, in

Contract Sum/Price and Contract Time.

3. Supplementary Conditions: Percentage allowances for Contractor’s overhead and profit.

4. Section 01 29 00 – Payment Application Procedures

5. Section 01 33 00 – Submittal Procedures: Schedule of Values

6. Section 01 70 00 – Project Closeout Requirements

1.2 UNIT PRICE CONDITIONS

A. Drawings and general provisions of Contract, including General Conditions, Supplementary Conditions and other Division 01 specification sections apply to work of this section.

B. Unit Prices for products shall be stated in the blank spaces provided in the proposal form and the cost of the estimated quantities of products shall be included in the Base Bid.

C. The Owner reserves the right to reject or accept any Unit Price based solely on his judgment of what constitutes a “fair price”. The fairness of any unit price will be affected by the potential for Owner credit for unused Unit Price quantities.

1.3 UNIT PRICES FOR PRODUCTS

A. The amount of each Unit Price is to be based on the actual quantity of existing material removed and/or replaced and shall include the following:

1. The cost of the product to the Contractor or Subcontractor, less any applicable trade discounts.

2. Delivery to the Site.

3. All equipment and labor required.

4. Applicable taxes and necessary bonds or insurance.

5. Handling at the Site, including unloading, uncrating, and storage.

6. Protection from the elements and from damage.

7. Labor for installation and finishing, and other expenses required to complete the installation.

UNIT PRICES

SECTION 01 22 00

01 22 00 - 2 25011.00

8. Contractor’s and Subcontractor’s overhead and profit.

9. Excess material used due to waste, overlap old materials, purchase quantity limitations and similar factors.

B. Adjustments for Costs:

1. Should the quantities be more or less than the specified quantity in the base bid, the Contract Sum will be adjusted accordingly by Change Order.

2. The Unit Price shall apply to the quantities actually used as determined by periodic field inspections by the Owner and Architect.

3. Unit Price material and the quantities used shall be recorded on a daily basis within the Contractor’s Daily Report, and be accompanied by photographs of the conditions prior to removal of the old material, and conditions after installation of the new replacement material.

4. The Unit Price quantity records are to be reviewed with the Owner and Architect at each Project Progress Meeting. Acceptances of quantities used to date are to be documented in the Meeting Minutes.

5. If these documentation and approval procedures are not followed by the contractor, a later request for award of Unit Price Costs may be denied by the Owner and Architect.

1.4 DESCRIPTION OF UNIT PRICES

A. Unit Price A: Cost per linear foot to replace any existing deteriorated 2 x 6 pressure treated wood nailers along roof edge or within roof system or accessories. The exact locations and extent of replacement to be determined in the field by the Owner and Architect. Base proposal shall include the replacement of 125 linear feet of pressure treated wood nailers, one layer thick. If this quantity is not used, the Owner will receive a credit for the unused quantity based on this same unit.

B. Unit Price B: Cost per cubic foot to remove existing deteriorated lightweight insulating concrete and replace with new lightweight insulating concrete in kind (or appropriate manufacturer recommended patching material). The exact locations and extent of replacement to be determined in the field by Owner and Architect. Base bid shall include the replacement of 75 cubic feet of damaged lightweight insulating concrete. If this quantity is not used, the Owner will receive a credit for the unused quantity based on this same unit cost.

PART 3 EXECUTION (Not Used)

CONTRACT MODIFICATION PROCEDURES / CHANGE ORDERS

SECTION 01 26 00

01 26 00 - 1 25011.00

1.1 SUMMARY

A. Section Includes:

1. Architect’s Supplemental Instructions

2. Construction Change Directives

3. Proposal Requests

4. Change Orders

B. Related Sections:

1. Agreement Form, General Conditions and Supplementary Conditions

2. Section 01 29 00 – Payment Application Procedures

3. Section 01 33 00 – Submittals

4. Section 01 60 00 – Product Requirements: Substitutions

5. Section 01 70 00 – Project Closeout Requirements

1.2 DEFINITIONS

A. Architects Supplemental Instructions: Supplemental instructions or interpretations of an order for minor modification in the Work wherein there is no change in the Contract Time or Contract Price.

B. Construction Change Directive: Authorizes a change based upon an understanding concerning changes in Contract Time and/or Contract Sum which is issued expeditiously to avoid delay.

C. Proposal Request: Requests an itemized quotation for proposed changes in Contract Sum or Contract Time but which is neither a directive, or authorization nor a change order.

D. Change Order: Authorizes a change to the Contract which may involve a change in Contract Sum or Contract Time.

1.3 SUBMITTALS

A. Submit the name of the individual authorized to accept changes and who is responsible for informing others in Contractor’s employ of the Changes in Work.

B. Revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust Contract Sum and re-submit.

C. Revise Progress Schedules to reflect any change in Contract Time, revise subcontractor schedules to adjust times for other items of work affected by the change and re-submit.

01 26 00 - 2 25011.00

PART 3 EXECUTION

3.1 ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS

A. The Architect may issue supplemental instructions, interpretations or minor modifications in the Work, with supplementary or revised Drawings and Specifications, for acceptance by the Contractor pursuant to Definitions.

B. Should later circumstances produce changes to Contract Sum or Contract Time, procedures for a Change Orders shall be followed.

C. The Architect will advise the Contractor of minor changes by issuing supplemental instructions on AIA Form G710, “Architect’s Supplemental Instructions”.

3.2 CONSTRUCTION CHANGE DIRECTIVE

A. The architect may issue a Construction Change Directive signed by the Owner, with supplementary or revised Drawings and Specifications, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

B. The Directive will describe changes in the Work and will designate method of determining any change in Contract Sum or Contract Time.

C. The Architect will substantiate instructions on AIA G714, “Construction Change Directive”.

D. Contractor shall promptly execute changes.

3.3 CHANGE ORDER PROPOSALS

A. The Architect may submit a “Proposal Request” which includes a detailed description of a proposed change with supplementary or revised Drawings and Specifications, projected time for executing the change, a stipulation of any overtime work required, and period of time during which requested price will be considered valid.

B. The Architect will initiate the proposal request on AIA Form G709, “Proposal Request”.

C. The Contractor may propose changes by submitting a request for change to the Architect describing the reason for the proposed change and its full effect on the Work.

Include a statement describing the effect on the Contract Sum and Contract Time with

01 26 00 - 3 25011.00 full documentation. Document any substitutions requested in accordance with Section 01 60 00 Product Requirements (Substitutions).

3.4 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME

A. Document each quotation for a change in contract cost or time with sufficient data to allow evaluation of the quotation by the Owner and the Architect.

B. On request, provide additional data to support computations:

1. Quantities and costs of products, labor and equipment.

2. Taxes, insurance and bonds.

3. Overhead and profit.

4. Justification for any change in Contract Time.

5. Credit for any deletions from Contract, similarly documented.

3.5 CHANGE ORDER

A. The Change Order amount/time will be based upon one or more of the following:

1. (Change in Scope) Stipulated sum based upon an approved “Proposal

Request”.

2. (Change in Scope) Stipulated sum or Unit Cost sum resulting from Construction

Change Directive.

3. (Change in Scope) Time and Material

a. Contractor to submit itemized account and supporting data after completion of change, within time limits indicated in Conditions of Contract.

b. Architect will determine change allowable in Contract Sum and Contract Time as provided in Contract Documents.

4. (Reconciliation of Unit Costs) Fixed unit price basis for unit costs or quantities of units of work which are reconciled upon substantial completion of the contract work.

B. Execution of Change Order

1. The Architect will issue the change order on AIA Form G701, “Change Order” for signatures of parties as provided in the Conditions of the Contract.

C. Correlation of Contractor Submittals

1. Upon execution of Change Order the Contractor shall promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum.

2. Contractor shall promptly revise progress schedules to reflect change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

3. The Contractor shall promptly enter changes in Project Record Documents.

REQUEST FOR INFORMATION (RFI)

SECTION 01 26 13

01 26 13 - 1 25011.00

1.1 SUMMARY

A. Section Includes:

1. Request for Information Procedures

2. Request for Information (RFI) Form

B. Related Sections

1. Instruction To Bidders

2. General Conditions

3. Section 01 11 00 – Summary of Work

1.2 PROJECT / SITE CONDITIONS

A. The Owner assumes no responsibility for actual conditions on the structure.

B. Conditions existing at time of inspection for cost proposal purpose will be maintained by the Owner in so far as practicable. However, variations may occur by Owner’s Operations.

C. Prior to Proposal Submittal: The Contractor shall inspect and verify visible existing conditions of the Project, including elements subject to damage or to movement during the work.

1. Conflicts and problems shall be reported to the Architect, in writing, for resolution prior to bidding. Failure to report these conflicts places the responsibility on the Contractor to complete the Work in accordance with the Documents at no additional cost to the Owner.

D. During Construction: The Contractor shall inspect conditions affecting installation of Products, or performance of Work.

1. Report unsatisfactory or questionable conditions to the Architect, in writing. Do not proceed with the Work until the Architect has provided further instructions.

1.3 REQUEST FOR INFORMATION (RFI) FORMAT

A. When questions and/or conflicts arise the Contractor shall submit a copy of the attached Request for Information (RFI) Form. The form is to be prepared by the Contractor or Subcontractor and shall include all relevant information to facilitate a prompt response by the Architect/Engineer. Include a suggested solution when applicable.

B. It is recommended that the RFI be submitted electronically via e-mail. All RFI’s shall be submitted through the Contractor to the Architect/Engineer.

C. An electronic copy of the RFI form is available from the Architect upon request.

SECTION 01 26 13

01 26 13 - 2 25011.00

PART 3 EXECUTION

3.1 REQUEST FOR INFORMATION PROCEDURES

A. Submit completed copy of the attached RFI form. Include:

1. RFI No. (Consecutive until Project Completion)

2. A/E Project No.

3. Owner’s Project No.

4. Name of Project

5. Issue Date

6. Subject

7. Required Response Date allow three (3) to five (5) days after receipt by

Architect

8. Reference Specification Section and/or Drawing No. and any attachments.

9. State Question

10. Provide suggested solution when appropriate. Include cost or schedule implications, if applicable.

B. Contractor shall allow three (3) to five (5) days after receipt by Architect for response.

C. If suggestion is included and a substitution is indicated, follow procedures of Section 01 60 00 – Product Requirements (Substitutions). Include information as attachments to

RFI.

TO: A/R/C Associates, Incorporated 601 N. Fern Creek Avenue, Suite 100

Orlando, Florida 32803

FROM:

RFI NO. ______________________

A/R/C PROJECT NO: 25011.00

OWNER’S PROJECT NO:

Project:

Brevard County Service Complex Titusville – Bldg G

ISSUE

DATE:

SUBJECT:

REQUIRED RESPONSE DATE: REF:SPEC SECTION:

DWG NO: ATTACHMENTS:

QUESTION:

SUGGESTION: (Include cost or schedule considerations, if any)

RESPONSE DATE:______________________

RESPONSE:

BY

Copies:

PAYMENT APPLICATION PROCEDURES

SECTION 01 29 00

01 29 00 - 1 25011.00

1.1 SUMMARY

A. Section Includes:

1. Procedures for preparation and submittal of applications for payment.

B. Related Sections

1. Agreement: Contract Sum and unit prices, amounts of progress payments and retainages and time schedule for submittals.

2. General Conditions: Progress payments and final payment.

3. Section 01 26 00 – Contract Modification Procedures – Change Orders:

Procedures for changes in the Work.

4. Section 01 33 00 – Submittal Procedures

5. Section 01 70 00 – Project Closeout Requirements: Final Payment

1.2 FORMAT

A. AIA G702 – Application and Certificate for Payment (Current Edition)

B. AIA G703 – Continuation Sheet (Current Edition)

C. Contractors may purchase Application Forms on-line directly from the AIA. Link to the following: https://documentsondemand.aia.org/.

1.3 PREPARATION OF APPLICATIONS

A. Present required information in handwritten form for field verification by the Architect.

Once approved, supply in typewritten form.

B. Each Application and Certificate for Payment must have authentic signatures and seals of all parties signing the document. Photocopies of signatures or seals will not be accepted.

C. Application Form:

1. Printed Application for Payment: One of the AIA G702 and AIA G703 forms must be an original printed document with a red label. The completed original application may be copied as required prior to signing and sealing.

2. Electronic Documents: Electronic documents must be produced under license from The American Institute of Architects and may be photocopied as required prior to signing and sealing. Include registration number on submitted document.

3. Electronic copies, computer reproductions, or photocopies of authentic documents will not be accepted.

D. Execute certification by signature of authorized officer.

https://documentsondemand.aia.org/

PAYMENT APPLICATION PROCEDURES

SECTION 01 29 00

01 29 00 - 2 25011.00

E. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

F. List each authorized Change Order as an extension on AIA G703 – Continuation Sheet, listing Change Order number and dollar amount as an original item of work.

G. Retainage: Unless otherwise stipulated, an amount equal to ten (10) per cent of the total completed work and stored materials shall be retained by the Owner until the project has been completed.

H. Final Payment: Prepare Application for Final Payment as specified above and in Section 01 70 00 – Project Closeout Requirements. Final payment shall include completed work value plus retainage.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 SUBMITTAL PROCEDURES

A. Submit five copies of each Application for Payment to the Architect for Certification.

B. Submit an updated construction schedule with each Application for Payment.

C. Submit a fully completed Project Rain Day Form and revised Project schedule with each Application for Payment. Each full or partial Rain Day claimed must be certified by the designated on-site representative for the Owner, as well as the Contractor.

Rain days will only be allowed for the period of work of the current Application for Payment, requests for approval of rain days of prior Application for Payment periods will not be considered.

D. Payment Period: Submit on the 25th of each month.

E. Submit with transmittal letter as specified in Section 01 33 00 – Submittals.

F. Submit waivers and release of liens.

3.2 SUBSTANTIATING DATA

A. When Architect requires substantiating information, submit data justifying dollar amounts in question.

B. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by dumber and description.

SCHEDULE OF VALUES FORMAT

A B C Item No.

1 Mobilization $0.00 2 Demolition $0.00 3 Preliminary Roof Material $0.00 4 Preliminary Roof Labor $0.00 5 Insulation Material $0.00 6 Insulation Labor $0.00 7 Roofing Material $0.00 8 Roofing Labor $0.00 9 Sheet Metal Material $0.00 10 Sheet Metal Labor $0.00 11 Painting $0.00 12 Mechanical (Plumbing) - Labor and Material $0.00 13 Electrical (Misc) $0.00 14 Electrical (Lightning Protection) $0.00

15 Unit Costs 15A 2x (blocking/nailers) - cost/lf $0.00 15B Decking (wood, metal or concrete) - cost/sf $0.00 15C LWIC - cost/sf $0.00 15D Etc. $0.00

16 Alternate No. 1 $0.00 17 Alternate No. 2 $0.00

TOTALS $0.00

The above table is included as a suggested format for the development a Schedule of Values. The Schedule of Values is to be submitted for approval using the standard AIA Document G703 - Continuation Sheet.

Submit in accordance with Section 01 33 00 - SUBMITTALS.

Upon approval, the continuation sheet is to be attached to AIA Document G702 - Application and Certificate for Payment, in accordance with

Section 01 29 00 - APPLICATION FOR PAYMENT.

Scheduled ValueWork Description

ADMINISTRATIVE REQUIREMENTS

SECTION 01 30 00

01 30 00 - 1 25011.00

1.1 SUMMARY

A. Section Includes:

1. Coordination and project conditions.

2. Coordination with Owner Requirements

3. Preconstruction meeting.

4. Site mobilization meeting.

5. Progress meetings.

6. Pre-installation meetings.

7. Cutting and patching.

8. Special procedures.

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.

E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion and for portions of Work designated for Owner's occupancy.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

1.3 COORDINATION WITH OWNER REQUIREMENTS

A. The Owner will be occupying the building during the work. All existing exits and any existing fire protection/life safety systems shall be continuously maintained and operational unless other measures are taken which provide equivalent safety per the

01 30 00 - 2 25011.00

Florida Building Code requirements. The contractor is to submit a “Construction Safety Plan” depicting how they will keep exit ways protected and in a safe condition while the buildings are occupied. Stipulate how the fresh air and exhaust fans will be kept in continued use while the buildings are occupied.

B. Stipulate in the “Construction Safety Plan” how the contractor will keep the building(s) occupied during the roof replacement operations.

C. Roof loading and overhead crane operations shall be scheduled as much as practicable during times the facilities are unoccupied.

D. HVAC exhaust and fresh air equipment are not to be shut down while the buildings are occupied without Owner’s prior knowledge and permission.

E. Contractor shall consult with local governing authorities having jurisdiction regarding noise abatement requirements and construction operations, if applicable.

F. A copy of all required city, county and state licenses that are applicable to this project shall be supplied to the Owner’s representative prior to the appropriate work commencing.

G. The Contractor shall perform any trimming, pruning or relocation of trees or significant landscape materials as needed to fulfill the requirements of work on this project.

Failure to adequately protect the existing landscaping material will require replacement of these materials at no additional cost to the Owner.

H. The Contractor and contractor personnel shall observe the following rules of conduct prescribed by the owner in regard to work on this project. They include but are not limited to:

1. Workmen are not to traverse any walkway between buildings or buildings that are not included in this contract as well as new work that has been completed.

2. All contractor and subcontractor vehicles are to be parked in designated areas only. This will be determined during the pre-construction meeting.

3. No smoking is permitted on the project site.

4. Radios, tape or CD players (“boom boxes) are not to be utilized at the site.

5. No firearms or other weapons are to be brought to the site

6. Contractor shall coordinate project access, parking and egress of all personnel and tradesmen with the Owner and the Owner’s administrative personnel.

1.4 PRECONSTRUCTION MEETING

A. Owner will schedule meeting after Notice of Award.

B. Attendance Required: Owner, Architect/Engineer, Contractor and any subcontractors and suppliers the contractor may wish to include.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

01 30 00 - 3 25011.00

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of personnel representing parties in Contract, and

Architect/Engineer.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal requests, Change Orders, and Contract closeout.

7. Scheduling.

D. Contractor shall record minutes and distribute copies within three days after meeting to participants, with two copies to Architect/Engineer, Owner, and those affected by decisions made.

1.5 SITE MOBILIZATION MEETING

A. Owner will schedule meeting at Project site prior to Contractor occupancy.

B. Attendance Required: Owner, Architect/Engineer, Special Consultants, Contractor, Contractor's Superintendent, and major Subcontractors.

C. Agenda:

1. Use of premises by Owner and Contractor.

2. Owner's requirements and occupancy.

3. Construction facilities and controls provided by Owner.

4. Temporary utilities provided by Owner.

5. Security and housekeeping procedures.

6. Schedules.

7. Application for payment procedures.

8. Procedures for testing.

9. Procedures for maintaining record documents.

D. Contractor shall record minutes and distribute copies within three days after meeting to participants, with two copies to Architect/Engineer, Owner, and those affected by decisions made.

1.6 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum bi-weekly intervals.

B. Contractor shall make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required: Job superintendent, major subcontractors and suppliers, Owner, Architect/Engineer, as appropriate to agenda topics for each meeting.

01 30 00 - 4 25011.00

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems impeding planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of off-site fabrication and delivery schedules.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Maintenance of quality and work standards.

12. Effect of proposed changes on progress schedule and coordination.

13. Other business relating to Work.

E. Contractor shall record minutes and distribute copies within three days after meeting to participants, with two copies to Architect/Engineer, Owner, and those affected by decisions made.

1.7 PRE-INSTALLATION MEETINGS

A. When required in individual specification sections, convene pre-installation meetings at Project site prior to commencing work of specific section.

B. Require attendance of parties directly affecting, or affected by, Work of specific section.

C. Notify Architect/Engineer four days in advance of meeting date.

D. Prepare agenda and preside at meeting:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related work.

E. Record minutes and distribute copies within three days after meeting to participants, with two copies to Architect/Engineer, Owner, and those affected by decisions made.

PART 2 PRODUCTS – (Not Used)

PART 3 EXECUTION

3.1 CUTTING AND PATCHING

A. Employ skilled and experienced personnel to perform cutting and patching.

B. Submit written request in advance of cutting or altering elements affecting:

1. Structural integrity of element.

2. Integrity of weather-exposed or moisture-resistant elements.

01 30 00 - 5 25011.00

3. Efficiency, maintenance, or safety of element.

4. Visual qualities of sight exposed elements.

5. Work of Owner or separate contractor.

C. Execute cutting, fitting, and patching to complete Work, and to:

1. Fit the several parts together, to integrate with other Work.

2. Uncover Work to install or correct ill-timed Work.

3. Remove and replace defective and non-conforming Work.

4. Remove samples of installed Work for testing.

5. Provide openings in elements of Work for penetrations of mechanical and electrical Work.

D. Execute work by methods to avoid damage to other Work, and to provide proper surfaces to receive patching and finishing.

E. Cut masonry and concrete materials using masonry saw or core drill.

F. Restore Work with new products in accordance with requirements of Contract Documents.

G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.

I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material to full thickness of penetrated element.

J. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for assembly, refinish entire unit.

K. Identify hazardous substances or conditions exposed during the Work to Architect/Engineer for decision or remedy.

3.2 SPECIAL PROCEDURES

A. Materials: As specified in product sections; match existing with new products for patching and extending work.

B. Employ skilled and experienced personnel to perform alteration work.

C. Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion.

D. Remove unsuitable material not marked for salvage, including rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work.

01 30 00 - 6 25011.00

E. Remove debris and abandoned items from area and from concealed spaces.

F. Prepare surface and remove surface finishes to permit installation of new work and finishes.

G. Close openings in exterior surfaces to protect existing work from weather and extremes of temperature and humidity.

H. Remove, cut, and patch Work in manner to minimize damage and to permit restoring products and finishes to original or specified condition.

I. Where new Work abuts or aligns with existing, provide smooth and even transition.

Patch Work to match existing adjacent Work in texture and appearance.

J. When finished surfaces are cut so that smooth transition with new Work is not possible, terminate existing surface along straight line at natural line of division and submit recommendation to Architect/Engineer for review.

K. Where change of plane of 1/4 inch or more occurs, submit recommendation for providing smooth transition; to Architect/Engineer for review. Request instructions from Architect/Engineer.

L. Trim existing doors to clear new floor finish. Refinish trim to original or specified condition.

M. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections.

N. Finish surfaces as specified in individual product sections.

A/R/C Associates, Incorporated 601 North Fern Creek Avenue Suite 100 Orlando, Florida 32803

(407) 896-7875 FAX (407) 898-6043

PROJECT:

Brevard Co. Service Complex, Titusville, Bldg. G

25011.00

Substantial Completion Date:

CONTRACTOR:

Spec. Section Title/Description Date

Rec'vd

No. of Copies Rec'vd

ACTION

Date

Returned Comments

00 50 00 Agreement Forms

001 Agreement: (Copies only)

-1 Agreement Form:

-2 Purchase Order

00 60 00 Bonds and Certificates

001 Bonds and Certificates: (Copies only)

-1 Bid Bond

-2 Performance Bond

-3 Labor and Materials Payment Bond

-4 Certificate of Liability Insurance

01 11 00 Summary of Work

001 Reports:

-1 Rain Day Report (Required for Project Closeout) Submit Updated Report with each Payment

Application

-2 Interior Inspection Report (Photo/Video Record Supplement)

-3 Exterior Inspection Report (Photo/Video Record Supplement)

01 30 00 Administrative Requirements

001 Documents

-1 Notice to Proceed (Copy)

-2 Contractor / Supplier List

-3 Contact (Emergency) List

01 33 00 Submittals

001 Schedules:

-1 Construction Progress Schedule Submit Revised Schedule with each

Paymen Application Proposed Schedule

-2 Schedule of Values Submit Revised Schedule with each

Paymen Application

01 60 00 Product Substitution Requirements

001 Product Substitution

-1 Product Substitution Request Form/Product Information Form

01 77 00 Project Closeout

001 Project Completion Forms Submit at Closeout -1 Written Request for Substantial Inspection

-2 Certificate of Substantial Completion - AIA Document G704

Issued by Architect

-3 Contractor's Certification of Project Completion or Owner's Certificate of Final Completion/Inspection

Issued by Architect

002 Final Submittals

-1 Record Documents Submit at Closeout Drawings (As-builts)

Specifications

SUBMITTAL RECORD

Submittal No.

The Submittal Checklist/Log represents the minimum…