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ATTACHMENT “A-2” CONSTRUCTION CONTRACT DOCUMENTS FOR PARCEL … construction contract documents...

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ITBDOT12/134002TB Attachment “A2” STANDARD FORM CONSTRUCTION CONTRACT DOCUMENTS ATTACHMENT “A-2” STANDARD FORM CONSTRUCTION CONTRACT DOCUMENTS FOR PARCEL 160 CUT and REFACE STATE ROAD 7 WIDENING 100% CONSTRUCTION DOCUMENTS Included Documents: Section 01005 – Reference Standards and Definitions Section 01010 – Summary of Work Section 01039 – Coordination of Work Section 01040 – Project Coordination Section 01045 – Cutting and Patching Section 01250 – Request for Information (RFI),Supplemental Instructions (SI) and Field Orders (FO) Section 01313 – Construction Scheduling Management System Section 01340 – Shop Drawings, Product Data and Samples Section 01390 – Control of Work Section 01561 – Construction Cleaning Section 01600 – Material and Equipment Section 01700 – Project Closeout Section 02225 – Minor Demolition for Remodeling Section 09200 – STUCCO
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Page 1: ATTACHMENT “A-2” CONSTRUCTION CONTRACT DOCUMENTS FOR PARCEL … construction contract documents for parcel 160 cut and reface state road 7 widening 100% construction documents

ITB‐DOT‐12/13‐4002TB Attachment “A‐2” ‐ STANDARD FORM  

CONSTRUCTION CONTRACT DOCUMENTS 

ATTACHMENT “A-2”

STANDARD FORM CONSTRUCTION CONTRACT DOCUMENTS

FOR PARCEL 160 CUT and REFACE STATE ROAD 7 WIDENING

100% CONSTRUCTION DOCUMENTS

             

             

             

             

             

             

             

             

             

             

                       

  Included Documents:

Section 01005 – Reference Standards and Definitions Section 01010 – Summary of Work Section 01039 – Coordination of Work Section 01040 – Project Coordination Section 01045 – Cutting and Patching Section 01250 – Request for Information (RFI),Supplemental Instructions (SI) and Field Orders (FO) Section 01313 – Construction Scheduling Management System Section 01340 – Shop Drawings, Product Data and Samples Section 01390 – Control of Work Section 01561 – Construction Cleaning Section 01600 – Material and Equipment Section 01700 – Project Closeout Section 02225 – Minor Demolition for Remodeling Section 09200 – STUCCO

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Parcel 160 Cut and Reface State Road 7 Widening Reference Standards and Definitions 01005 - 1

SECTION 01005

REFERENCE STANDARDS AND DEFINITIONS

PART 1 GENERAL

1.1 The FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) CONTRACT and Section 01005 – REFERENCE STANDARDS AND DEFINITIONS

A. Precedence

1. In case of disagreement between Section 01005 – REFERENCE STANDARDS AND DEFINITIONS and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

B. Related Sections:

1. THE FDOT CONTRACT and General Provisions, Sections, Definitions.

1.2 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. Copies of Regulations: Refer to the General and Supplementary General Conditions for requirements relating to compliance with governing regulations.

1.3 DEFINITIONS

A. Bidder or Proposer

B.

: Any individual, firm, or corporation submitting a bid for this Project, acting directly or through a duly authorized representative.

Consultant or Authorized Consultant

C.

: Consultant(s) who has/have contracted with FDOT to provide professional oversight services for this Project.

Contract

D.

: The part or section of the Contract Documents addressing some of the rights and duties of the parties hereto, including but not limited to contract time and liquidated damages, and known as FDOT Form No. 575-060-04 (Demolition and Removal Contract – Minus Contract).

Contract Documents: The Project Manual including the Contract, drawings (plans) and specifications, the Notice for Bids, Addenda, if any, to the Project Manual, the Bid Tender Form, the record of the award by FDOT, the Performance Bond and Payment Bond, the Notice of Award, the Notice(s) to Proceed, the Purchase Order, Change Orders, Field Orders, Supplemental Instructions, and any additional documents of which the submission is required by this Project Manual, collectively.

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Parcel 160 Cut and Reface State Road 7 Widening Reference Standards and Definitions 01005 - 2

E. Contract Price

F.

: The original amount established in the bid submittal and award by FDOT.

Contract Time

G.

: The original time between commencement and completion, including any milestone dates thereof.

FDOT or Owner

H.

: Florida Department of Transportation, the public body, agency or instrumentality that is a party hereto and for which this Contract is to be performed. In all respects hereunder, FDOT’s performance is pursuant to FDOT's position as the owner of a construction project. In the event FDOT exercises its regulatory authority as a governmental body, the exercise of such regulatory authority and the enforcement of any rules, regulations, laws and ordinances shall be deemed to have occurred pursuant to FDOT's regulatory authority as a governmental body and shall not be attributable in any manner to FDOT as a party to this Contract.

Final Completion

I.

: The date certified by the Authorized Consultant in the Final Certificate of Payment upon which all conditions and requirements of any permits and regulatory agencies have been satisfied; any documents required by the Contract Documents have been received by the Authorized Consultant; any other documents required to be provided by VENDOR have been received by the Authorized Consultant; and to the best of the Authorized Consultant's knowledge, information and belief the Work defined herein has been fully completed in accordance with the terms and conditions of the Contract Documents.

Materials

J.

: Materials incorporated in this Project, or used or consumed in the performance of the Work.

Notice(s) to Proceed

K.

: Written notice to VENDOR authorizing the commencement of the activities identified in the notice or as described in the Contract Documents.

Plans and/or Drawings

L.

: The official graphic representations of this Project, which are a part of the Project Manual.

Project

M.

: The construction project described in the Contract Documents, including the Work described therein.

Project Initiation Date

N.

: The date upon which the Contract Time commences.

Project Manual

O.

: The official documents setting forth bidding information and requirements; contract form, bonds, and certificates; general and supplementary conditions of the Contract Documents; the specifications; and the plans and drawings of the Project.

Subcontractor: A person, firm or corporation having a direct contract with VENDOR including one who furnishes material worked to a special design according to the Contract Documents, but does not include one who merely furnishes Materials not so worked.

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P. Substantial Completion

Q.

: That date, as certified in writing by Consultant and as finally determined by FDOT in its sole discretion, the Work, or a portion thereof, is at a level of completion in substantial compliance with the Contract Documents such that all conditions of permits and regulatory agencies have been satisfied and FDOT or its designee can enjoy use or occupancy and can use or operate it in all respects for its intended purpose. A Certificate of Occupancy (or a Temporary Certificate of Occupancy (TCO) or other alternate municipal/county authorization for limited or conditional occupancy acceptable to FDOT) must be issued for Substantial Completion to be achieved; however, the issuance of a Certificate of Occupancy or the date thereof are not to be determinative of the achievement or date of Substantial Completion.

Surety

R.

: The surety company or individual that is bound by the performance bond and payment bond with and for VENDOR who is primarily liable, and which surety company or individual is responsible for VENDOR's satisfactory performance of the work under the contract and for the payment of all debts pertaining thereto in accordance with Section 255.05, Florida Statutes.

Vendor (Contractor, General Contractor, General Building Contractor)

S.

: The person, firm, or corporation with whom FDOT has contracted and who is responsible for the acceptable performance of the Work and for the payment of all legal debts pertaining to the Work. All references in the Contract Documents to third parties under contract or control of VENDOR shall be deemed to be a reference to VENDOR.

Work

1.4 SPECIFICATION FORMAT AND CONTENT EXPLANATION

: The construction and services required by the Contract Documents, whether completed or partially completed, and including all other labor, materials, equipment and services provided or to be provided by VENDOR to fulfill VENDOR's obligations. The Work may constitute the whole or a part of the Project.

A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16-division format and "MasterFormat" numbering system.

B. Specification Content: These 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 interpolated as the sense requires. Singular words shall be interpreted as plural and plural words interpreted as singular where applicable as the context of the Contract Documents indicates.

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2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by the VENDOR. At certain locations in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the VENDOR or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

1.5 INDUSTRY STANDARDS

A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

B. Publication Dates: Comply with the standards in effect as of the date of the Contract Documents.

C. Conflicting Requirements: Where compliance with 2 or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different but apparently equal to the FDOT or Authorized Consultant for a decision before proceeding.

1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of the requirements. Refer uncertainties to the FDOT or Authorized Consultant for a decision before proceeding.

D. Copies of Standards: Each entity engaged in construction on the Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, the VENDOR shall obtain copies directly from the publication source and make them available on request.

E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where abbreviations and acronyms are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards-generating organization,

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authorities having jurisdiction, or other entity applicable to the context of the text provision.

1.6 SUBMITTALS

A. Permits, Licenses, and Certificates: For FDOT’s records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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Parcel 160 Cut and Reface State Road 7 Widening Summary of Work 01010 - 1

SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01010 – SUMMARY OF WORK

A. Precedence

1. In case of disagreement between Section 01010 - SUMMARY OF WORK and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

B. Related Sections:

1. DIVISION 01 - GENERAL REQUIREMENTS Section(s):

a. 01040 - PROJECT COORDINATION

b. 01313 - CONSTRUCTION SCHEDULING MANAGEMENT SYSTEM

1.2 DESCRIPTION

A. Project / Work Identification:

1. The General overall description of the Work of the Contract for the: Cut and Reface of Parcel 160

B. Contract Documents:

1. Requirements of the Work are contained in the Contract Documents, and included cross-references herein to published information, which is not necessarily bound therein.

C. Intent:

1. The intent of the Contract is to provide for construction and completion in an efficient manner, in every detail, of the Work described. It is further intended that the VENDOR shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the Work in an efficient manner in accordance with the Contract Documents.

D. Protection of Underground Facilities:

1. The FDOT has a Zero Tolerance Policy for Protection of Underground Utilities that shall be enforced for this Contract. The policy requires the VENDOR’s strict adherence to the following:

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Before using powered excavation equipment within the “Zero Tolerance Zone” the VENDOR shall:

a. Prepare and receive the FDOT or Authorized Consultant’s written approval of a site-specific Logistics Plan/Methods Statement

b. Notify each Utility company to arrange for positive underground location

c. Receive the written approval of the FDOT or Authorized Consultant and Utility companies that the outside limits of all underground utility services have been properly located and staked.

d. Use excavation methods acceptable to the FDOT or Authorized Consultant within 3 feet of such outside limits

1.3 LIMITS OF CONSTRUCTION AND VENDOR USE OF PREMISES

A. The work set forth in these bid documents includes the furnishing of all labor, materials, equipment, services and incidentals for construction.

1.4 DESCRIPTION OF THE WORK

A. The Work of the Project includes demolition of a portion of the face of the building, construction of a new face including fixed glass windows, concrete walls, steel structure, repair of interior finishes and roofing, concrete paving, drainage structures and piping, landscaping and related sitework, and miscellaneous related construction.

1.5 SCHEDULING

A. The VENDOR shall be responsible for the planning and scheduling, and coordination of all Work performed under the Contract Documents, so that materials will arrive on schedule and installation will proceed without delay.

1.6 RELATED WORK

A. The FDOT will advise of other projects in construction that may require job site coordination by the VENDOR.

1.7 OCCUPANCY

A. The existing building will not be occupied while construction is ongoing.

PART 2 PRODUCTS

Not Used

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Parcel 160 Cut and Reface State Road 7 Widening Summary of Work 01010 - 3

PART 3 EXECUTION

Not Used

END OF SECTION

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Parcel 160 Cut and Reface State Road 7 Widening Coordination of Work 01039 - 1

SECTION 01039

COORDINATION OF WORK

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01039 – COORDINATION OF WORK

A. Precedence

1. In case of disagreement between Section 01039 – COORDINATION OF WORK and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

B. Related Sections:

1. DIVISION 01 - GENERAL REQUIREMENTS Section(s):

a. 01040 - PROJECT COORDINATION

1.2 COORDINATION OF WORK

A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify that the utility requirement 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, such equipment.

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

D. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion.

E. After substantial completion, coordinate access to site for correction of defective work and Work not in accordance with Contract Documents, to minimize disruption of facility.

1.3 TIME FOR COMPLETION

A. Time limits stated in the Contract Documents are the essence of the Contract. By executing the Agreement the VENDOR confirms that the Time For Completion is a reasonable period for performing the Work. The VENDOR shall

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proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Time For Completion.

B. The VENDOR recognizes that unforeseen conditions occur and that as a normal course of construction there will be rain days, difficulties in obtaining materials and labor, requests for information from the VENDOR to the FDOT or Authorized Consultant or Consultant, submittals, shortages and inefficiencies in operations.

1.4 DISCREPANCIES, INTERPRETATION AND OMISSIONS

A. Any doors or windows shown on the Drawings but not scheduled shall be assumed to be identical to the nearest door of similar size and type for purposes of bidding and construction. VENDOR shall field verify the actual existing dimension prior to ordering doors and windows. Bring any apparent discrepancies to the attention of the Authorized Consultant for interpretation prior to commencing with the Work.

B. Any room, wall, floor, or ceiling finish not scheduled shall be assumed to be identical to the nearest room of similar use and type for purposes of bidding and construction. Bring any apparent discrepancies to the attention of the Authorized Consultant for interpretation prior to commencing with the Work.

C. VENDOR shall request clarifications during the bidding process but if conflicts are discovered in the contract documents after the bids are submitted, the VENDOR is deemed to have based his bid upon the more expensive method of performing the Work.

D. The term “artistic effect” as used herein refers to color, texture, profile, and relation of masses. The Authorized Consultant shall be the sole interpreter of the design intent with respect to such matters, but the Consultant’s authority with respect thereto shall not circumvent any other rights of either the FDOT or the VENDOR ascribed to them by other provisions of the Contract.

1.5 DEFINITIONS

A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse.

B. Furnish: To supply and deliver, unload, inspect for damage (same as supply).

C. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, and make ready for use.

D. Provide: To furnish or supply, plus install.

E. Supply: To supply and deliver, unload, inspect for damage (same as furnish).

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PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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Parcel 160 Cut and Reface State Road 7 Widening Project Coordination 01040 - 1

SECTION 01040

PROJECT COORDINATION

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01040 – PROJECT COORDINATION

A. Precedence

1. In case of disagreement between Section 01040 – PROJECT COORDINATION and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

1.2 DESCRIPTION

A. Minimum administration and supervisory requirements necessary for coordination of Work on the Project include but are not necessarily limited to the following:

1. Pre-Construction Conference.

2. Coordination and Progress Meetings.

3. Administration and Supervisory personnel.

4. Special Reports.

5. Meeting Minutes

1.3 PRECONSTRUCTION CONFERENCES

A. Before beginning Work at each Site, the VENDOR shall attend a preconstruction conference and bring with him the project manager, superintendent and representatives from key subcontractors employed for this Project. In the event a team member is unable to attend the VENDOR shall bring with him a Letter of Introduction in which he advises the full names and duties of the team member(s) and states that they are assigned to the Project and will be in full responsible charge. This conference will be called by the FDOT or Authorized Consultant who will arrange for the VENDOR and other interested parties to be present. The VENDOR shall also notify his major subcontractors and suppliers of this meeting if their attendance is required. At this time, all parties will discuss the Project under Contract and prepare a program of procedure in keeping with requirements of the Contract Documents. The VENDOR’s Project Management Team will henceforth make every effort to expeditiously coordinate all phases of the Work, including the required reporting procedure, to obtain the end result within the full purpose and intent of the Contract Documents for this Project.

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1.4 COORDINATION AND PROGRESS MEETINGS

A. The FDOT or Authorized Consultant will prepare a written memorandum on required coordination activities. Included will be such items as required notices, reports, and attendance at meetings. This memorandum will be distributed to each entity performing construction at the Project Site.

B. In addition to specific coordination and pre-installation meetings for each element of Work, and other regular project meetings for other purposes, hold general progress meetings no more than once a week at the discretion of FDOT or Authorized Consultant with time coordinated with preparation of payment request. Review present and future needs including interface requirements, time, sequences, deliveries, access, site utilization, temporary facilities and services, hours of Work, hazards and risks, housekeeping, change orders and documentation of information for payment requests.

C. Discuss whether each element of current Work is ahead of schedule, on time, or behind schedule in relation with updated progress schedule. Determine how behind-schedule Work will be expedited and secure commitments from parties involved. Discuss whether schedule revisions are required to ensure that current Work and subsequent Work will be completed within Contract Time.

D. Review everything of significance, which could affect progress of Work.

E. The VENDOR records results of the meeting and distributes copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.

1.5 PRE-INSTALLATION CONFERENCES

A. Record significant discussions of each conference, and record agreements and disagreements, along with final plan of action. Distribute record of meeting promptly to everyone concerned, including FDOT or Authorized Consultant.

1.6 REPORTING AND SCHEDULES

A. At each meeting, the VENDOR shall distribute a brief summary, in narrative form, of progress of Work since previous meeting and report.

B. Schedule Updating: The VENDOR shall update schedules weekly to include any revisions resulting from information discussed at meetings held since the previous schedule update. The VENDOR shall distribute a tabular, early start / total float report to FDOT or Authorized Consultant.

1.7 SPECIAL REPORTS

A. Reporting Unusual Events: When an event of an unusual and significant nature occurs at the site, VENDOR shall prepare and submit a special report to the FDOT or Authorized Consultant. List chain of events, persons participating,

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response by the VENDOR’s personnel, an evaluation of the results or effects and similar pertinent information. Advise the FDOT or Authorized Consultant as soon as possible when such events are known.

PART 2 PRODUCTS Not Used

PART 3 EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Inspect conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

END OF SECTION

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Parcel 160 Cut and Reface State Road 7 Widening Cutting and Patching 01045 - 1

SECTION 01045

CUTTING AND PATCHING

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01045 – CUTTING AND PATCHING

A. Precedence

1. In case of disagreement between Section 01045 – CUTTING AND PATCHING and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

1.2 DESCRIPTION

A. Cutting and patching includes cutting into existing construction to provide for installation or performance of other Work, subsequent fitting, and patching required to restore surfaces to original condition.

B. Proceed with cutting and patching at earliest feasible time and complete Work without delay except when work will impact traffic lanes. Written approval by the FDOT or Authorized Consultant shall be obtained at least 72 hours before impacting traffic lanes.

C. Execute cutting, fitting, and patching, including attendant excavation and backfill, required to perform Work and to:

1. Make several parts fit together properly.

2. Uncover portions of Work to make provisions for installation of ill-timed Work.

3. Remove and replace defective Work.

4. Remove and replace work not conforming to requirements of Contract Documents.

5. Remove samples of installed Work as required for testing.

6. Make routine penetrations of non-structural surfaces for installation of piping and electrical conduit.

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7. Uncover Work to allow for FDOT or Authorized Consultant’s observation of covered Work, which has been covered prior to required observation of FDOT or Authorized Consultant.

D. Cutting and patching performed during manufacture of products, or during initial fabrication, erection or installation processes is not considered to be cutting and patching. Drilling of holes to install fasteners and similar operations are also not considered to be cutting and patching.

E. Refer to other sections of Specifications for specified cutting and patching requirement and limitations applicable to individual units of Work.

F. Do not cut and patch the following categories of Work, without FDOT or Authorized Consultant’s written acceptance of procedures:

1. Structural steel.

2. Miscellaneous structural metals, including lintels, equipment supports, stair systems, and similar categories of Work.

3. Structural concrete.

4. Foundation construction.

5. Bearing and retaining walls.

6. Structural decking.

7. Exterior wall construction.

8. Piping, ductwork, vessels, and equipment.

9. Water, moisture, vapor, air, and smoke barriers, membranes, and flashing.

10. Noise and vibration control elements and systems.

11. Control, communication, conveying, and electrical wiring systems.

12. Primary operational systems and equipment.

G. For new Work, retain original installer or fabricator, or another recognized experienced and specialized firm to perform cutting and patching.

1.2 SUBMITTALS

A. Procedural Proposal for Cutting and Patching:

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1. Where prior acceptance of cutting and patching is required, submit proposed procedures for Work well in advance of time Work will be performed.

2. Including the following information, as applicable, in submittal:

a. Describe nature of Work and how it is to be performed, indicating why cutting and patching cannot be avoided.

b. Describe anticipated results of Work in terms of change to existing Work, including structural operational and visual changes as well as significant elements.

c. List products to be used and firms that will perform Work.

d. Dates when Work is expected to be performed.

e. List utilities that will be disturbed or otherwise be affected by Work, including utilities that will be relocated and utilities that will be out-of-service temporarily.

f. Indicate how long utility service will be disrupted.

B. Review of procedural proposal by FDOT or Authorized Consultant does not waive FDOT or Authorized Consultant’s right to later require complete removal and replacement of Work found to be cut and patched in unsatisfactory manner.

PART 2 PRODUCTS

2.1 MATERIALS

A. Use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to fullest extent possible with regard to visual effect.

B. Use materials for cutting and patching that will result in equal-or-better performance characteristics.

C. Comply with specifications and standards for each specific product involved.

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PART 3 EXECUTION

3.1 EXAMINATION

A. Before cutting, examine surfaces and conditions under which Work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with Work.

B. Before start of cutting Work, meet at Work Site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict between various trades. Coordinate layout of work and resolve potential conflict before proceeding with Work.

3.2 PREPARATION

A. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work.

B. Protect other Work during cutting and patching to prevent damage. Provide protection from adverse weather conditions for that part of project that may be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Take precautions not to cut existing pipe, conduit, or duct serving building but schedule to be relocated until provisions have been made to bypass them.

3.3 CUTTING

A. Cut Work using methods that is least likely to damage work to be retained or adjoining Work.

B. Use hand of small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using cutting machine such as carborundum saw or core drill to ensure a neat hole. Cut holes and slots neatly to size required with minimum disturbance of adjacent Work. To avoid marring existing finished surfaces, cut or drill from exposed or finished side into concealed surfaces. Temporarily cover openings when not in use.

C. Bypass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated, or abandoned. Cut-off conduit and pipe in walls or partitions to be removed.

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After bypass and cutting, cap, valve, or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter.

D. Do not cut and patch operational elements or safety related components in a manner that would result in reduction of capacity to perform in manner intended, including energy performance or that would result in increased maintenance, decreased operational life or decreased safety.

E. Do not cut and patch Work in a manner that would result in substantial visual evidence of cut and patch Work. Remove and replace Work judged by the FDOT or Authorized Consultant to be cut and patched in a visually unsatisfactory manner.

3.4 PATCHING

A. Patch with seams, which are durable and as invisible as possible. Comply with specified tolerances for Work.

B. Where feasible, inspect and test patched areas to demonstrate integrity of Work.

C. Restore exposed finishes of patched areas and where necessary extend finished restoration into retained adjoining Work in a manner that will eliminate evidence of patching and refinishing.

D. Install new products to complete Work in accord with requirements of Contract Documents.

3.5 ADJUSTING

A. Restore damaged pipe covering to original conditions.

B. Remove and replace Work cut and patched in visually unsatisfactory manner.

3.6 CLEANING

A. Thoroughly clean areas and spaces where Work, is performed or used as access to Work. Remove paint, mortar, oils, putting, and items of similar nature. Thoroughly clean piping, conduit, and similar features before painting or other finished is applied.

END OF SECTION

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SECTION 01250

REQUEST FOR INFORMATION (RFI), SUPPLEMENTAL INSTRUCTIONS (SI) AND FIELD ORDERS (FO)

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01250 – REQUEST FOR INFORMATION (RFI), SUPPLEMENTAL INSTRUCTIONS (SI) AND FIELD ORDERS (FO)

A. Precedence

1. In case of disagreement between Section 01250 – REQUEST FOR INFORMATION (RFI), SUPPLEMENTAL INSTRUCTIONS (SI) AND FIELD ORDERS (FO) and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

B. Related Sections:

1. DIVISION 01 - GENERAL REQUIREMENTS and other specification sections apply to this Section.

1.2 NOT USED

1.3 CHANGES IN THE WORK

A. The work set forth in these bid documents includes the furnishing of all labor, materials, equipment, services and incidentals for construction.

1.4 DESCRIPTION OF THE WORK

A. The FDOT OR AUTHORIZED CONSULTANT, will issue supplemental instructions requesting or/and authorizing Changes in the Work, provided there is no change in the Contract Sum or Contract Time.

B. All Change Proposals shall be in accordance with the FDOT contract.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.1 PURPOSE

A. To establish the requirements for the processing of Requests For Information (RFI) and Supplemental Instructions (SI) / Field Orders.

3.2 SCOPE

A. This procedure applies to all identified changes, or requests for changes to, and discrepancies in Contract Documents, design documents, submittals and other contract-related direction provided by the FDOT OR AUTHORIZED CONSULTANT. This procedure also applies to requests for additional/clarifying information from the VENDOR and Supplemental Instructions / Field Orders provided to the VENDOR.

3.3 DEFINITIONS

A. Request for Information (RFI) is a document used to request, review, answer, and make disposition of:

1. Requests from the VENDOR for additional or clarifying information - technical or administrative - associated with specific Contract Document references.

2. Clarifications/discrepancies.

3. Minor Requests.

B. Proper RFI: An RFI is proper when prepared by VENDOR in accordance with requirements of this Section.

1. It is the responsibility of the VENDOR to make a reasonable and detailed review of the Contract Documents prior to the issuance of an RFI to the FDOT OR AUTHORIZED CONSULTANT to determine that the requested information is not readily inferable from Contract Documents.

C. Improper RFI: RFI not prepared in accordance with requirements of this Section.

1. RFI that requests an interpretation of Contract Documents that is clearly shown on the Contract Documents.

2. An improper RFI will be returned to VENDOR without action.

a. The FDOT OR AUTHORIZED CONSULTANT will notify VENDOR when an RFI is Improper.

3. The decision of the FDOT OR AUTHORIZED CONSULTANT in the determination of an Improper RFI is final and binding.

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D. DO NOT SUBMIT RFI’s to request/propose substitutions. For Substitution Requests, comply with Section 01630 -"Substitutions and Product Options."

E. Supplemental Instructions (SI) / Field Orders (FO) consist of writings and/or graphical representations that are issued through the FDOT OR AUTHORIZED CONSULTANT. These are issued to clarify, interpret and/or order minor changes in the work attributable to nuances and variations in the contract writings and drawings, provided there is no change in the Contract Sum or Contract Time.

3.4 INSTRUCTIONS

A. The Request for Information (RFI)

1. During the bidding phase RFI’s will be accepted up to 10 days prior to bid. RFI’s received within 10 days of bid will be discarded.

2. The VENDOR will prepare and maintain the project log of the VENDOR’s RFI that tracks the status of each request from the date of initiation to fulfillment. Each request for information shall be numbered and recorded in consecutive order commencing with the number one.

3. The VENDOR shall prepare the RFI in the format provided by the FDOT OR AUTHORIZED CONSULTANT by providing the necessary data and transmits the RFI electronically through email to the FDOT OR AUTHORIZED CONSULTANT.

a. Number RFI’s sequentially.

b. Do not include subcontractor’s RFI number on RFI form.

c. Each attachment page to an RFI shall bear RFI number, date, and VENDOR’s signature.

d. Number each attachment page consecutively in the format as directed by the FDOT OR AUTHORIZED CONSULTANT.

e. Prepare and submit a Proper RFI on behalf of subcontractors, material suppliers, fabricators, and other consultants.

f. Prepare a separate form for each subject and question. Do not submit multiple subjects or questions in one RFI.

B. The AUTHORIZED CONSULTANT reviews the request for validity and reasonableness, determines which project participant is responsible for the reply, and forwards, if necessary, any attachments thereto to other project participant as may be required for technical review and response.

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C. The FDOT OR AUTHORIZED CONSULTANT, where Code and Design considerations are involved, shall review the RFI and the technical response with respect to the following implied duties:

1. The AUTHORIZED CONSULTANT has the duty to review and carefully consider the following:

a. Latency of the defect or ambiguity causing the need,

b. The VENDOR should have known; i.e., reasonableness, inferable from the Contract Documents.

2. The FDOT OR AUTHORIZED CONSULTANT will exert their best effort to disclose available information that may be critical to the estimation of the costs or the determination of the method of performance.

D. The AUTHORIZED CONSULTANT will coordinate and communicate all responses and issues of progress, costs and time related to RFI. If the response to the RFI will affect progress, costs and time the AUTHORIZED CONSULTANT shall advise the FDOT in writing within the RFI and provide alternatives.

E. The FDOT OR AUTHORIZED CONSULTANT will review the proposed response to the RFI and the recommended alternatives and provide direction in writing on the manner in which to proceed.

F. If the response to the RFI will not affect progress, costs and time, the AUTHORIZED CONSULTANT prepares the response by writing the necessary information and data on the RFI. The AUTHORIZED CONSULTANT forwards the original of the combined RFI and response including copies of any attachments (supplementary drawings) to the VENDOR for processing.

G. The response to the RFI shall have a turn around time not exceeding 5 business days when the nature of the request permits. If the nature of the RFI is complex and requires review by several participants, then the response turnaround time will be reasonably determined by the FDOT OR AUTHORIZED CONSULTANT. A projected response date will be provided in this event.

H. Supplemental Vendor Instructions (SI) / Field Orders (FO)

1. The VENDOR prepares and maintains the log. All SI’s / FO’s will be numbered and recorded in consecutive order.

2. The VENDOR prepares and maintains a log of all supplementary drawings issued as attachments to SI’s / FO’s.

3. The AUTHORIZED CONSULTANT prepares the SI in the format per the attached standard form by providing the necessary data in the blank space adjacent to the topics shown on the form. The procedure is similar to those steps described for RFI response. Forward the original

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document to the FDOT OR AUTHORIZED CONSULTANT via letter of transmittal for review, coordination and processing.

4. The FDOT OR AUTHORIZED CONSULTANT will review the SI for any potential to affect progress, cost and time; verify the ability of the clarification, interpretation or minor change to become effectively integrated into the work as planned and forward the original of the supplemental instruction via Request for Proposal to the VENDOR for acceptance as having no effect on the contract price and/or time and for certifying signature.

5. On receipt of the SI, the VENDOR will sign and return the fully executed original to the FDOT OR AUTHORIZED CONSULTANT, retain a copy and proceed with the instruction, if the contract sum or contract time are not affected.

6. If the Contract Sum or Contract Time are affected, the VENDOR shall provide a written notice of claim or disagreement to the FDOT OR AUTHORIZED CONSULTANT per the provisions of the Contract Documents and return the partially executed, original document unsigned to the FDOT OR AUTHORIZED CONSULTANT with the notice. A copy of the notice and unsigned supplemental instruction shall be forwarded to the FDOT OR AUTHORIZED CONSULTANT.

7. On the receipt of a written notice of claim or disagreement from the VENDOR pertinent to a SI, the AUTHORIZED CONSULTANT will review the assertions and reasons for, recognize or deny and submit recommendations to the FDOT.

If the assertions and reasons are recognized, the FDOT OR AUTHORIZED CONSULTANT will request for Change Proposal for further action.

If the assertions and reasons are denied, the FDOT OR AUTHORIZED CONSULTANT will direct the VENDOR to proceed with the work per the Supplemental Instruction in writing as directed by the FDOT OR AUTHORIZED CONSULTANT. Procedures for handling issues that are in dispute and performed under protest by the VENDOR shall be in accordance with the Contract.

END OF SECTION

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SECTION 01313

CONSTRUCTION SCHEDULING MANAGEMENT SYSTEM

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01313 – CONSTRUCTION SCHEDULING MANAGEMENT SYSTEM

A. Precedence:

1. In case of disagreement between Section 01313 – CONSTRUCTION SCHEDULING MANAGEMENT SYSTEM and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

B. Related Sections:

1. THE FDOT CONTRACT:

2. DIVISION 01 - GENERAL REQUIREMENTS Section(s):

a. 01040 – PROJECT COORDINATION

b. 01700 - PROJECT CLOSEOUT

1.2 REQUIREMENT INCLUDED

A. Procedures:

1. Procedures of preparation and submittal of Construction Progress Schedules and periodic updating.

2. The VENDOR and all subcontractors shall participate in the Construction Scheduling Management System as provided for in these Specifications.

1.3 SCHEDULING COORDINATION MEETINGS

A. Regular Meetings:

1. There will be regular Scheduling Coordination meetings, which will generally be a part of the construction coordination meetings that will be held not more than weekly at the discretion of FDOT or its Authorized Consultant. The first such Scheduling Coordination meeting will be within one week after the date of Notice to Proceed and each subsequent Scheduling Coordination meeting will be at the discretion of the FDOT thereafter. The Authorized Consultant may schedule additional Scheduling Coordination meetings. Unless otherwise directed by the FDOT or Authorized Consultant, the Scheduling Coordination meetings

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will be held at the project site and shall be attended by the VENDOR and applicable subcontractors. The VENDOR and applicable subcontractors shall be represented at each Scheduling Coordination meeting by a person or persons authorized to make decisions and commitments regarding schedules, crew sizes, sequence(s) or events and similar scheduling matters on behalf of said VENDOR or subcontractor. The FDOT or Authorized Consultant may authorize specified subcontractors not to attend one or more of the Scheduling Coordination meetings.

2. The Scheduling Coordination meeting will be a forum to establish the true state of completion of the project, to update the status of the delivery of material and equipment items and to prepare or revise the detailed Near Term Progress Schedule.

1.4 PREPARATION OF SCHEDULES

A. For Scheduling Coordination meetings, the VENDOR shall prepare and distribute the following: (A) a copy of the latest Progress Schedule and (B) a written analysis of problem areas and proposed solutions thereto.

B. The VENDOR shall provide all schedules required under this Article. The FDOT or Authorized Consultant may, from time to time, propose revisions to the Overall Project Schedule to reflect the current status of the project. Draft revisions will be circulated to all parties for review and comment. When approved by the FDOT or Authorized Consultant, the revised Overall Project Schedule will become effective.

1.5 RESCHEDULING

A. In the event any activity is behind schedule and, unless a time extension is claimed and granted in accordance with the applicable requirements of the General Conditions, the VENDOR shall reschedule each such activity so as not to delay the Contract completion. If such rescheduling is not accomplished within a reasonable time, the VENDOR and the FDOT or Authorized Consultant shall meet to develop a plan to bring each such activity back on schedule. Said program may include any or all of the following:

1. Using overtime/primetime work to complete or bring current the activity;

2. Increasing the crew size(s) and/or number of shifts to a level sufficient to complete or bring current the activity;

3. Any combination of activities that will complete or bring current the activity.

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION

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SECTION 01340

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

PART 1 GENERAL

1.1.

A. Precedence:

1. In case of disagreement between Section 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

B. Related Sections:

1. General Provisions Section (s):

2. DIVISION 01 - GENERAL REQUIREMENTS Section(s):

a. 01313 CONSTRUCTION SCHEDULING MANAGEMENT SYSTEM

1.2. DESCRIPTION

A. Work-Related Submittals:

1. The provisions of this Section apply to those required submittals that are related to individual units of Work, not to administrative submittals, such as payment requests, insurance certificates and progress reports.

2. In addition to specific provisions of the General Conditions regarding Work-related submittals, the Technical Specifications Sections contain submittal requirements.

3. Specific requirements in other Contract Documents sections shall take precedence over the general requirements contained in this Section.

1.3. SUBMISSION AND APPROVAL SCHEDULE

A. Color Schedule: Submit separate listing of items requiring color selection by the Consultant in accordance with the Contract Documents.

1.4. PROCEDURE REQUIREMENTS

A. Coordination: Coordinate the preparation and processing of submittals with the performance of the Work. Coordinate each separate submittal with other

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submittals and related activities such as testing, purchasing, fabrication, delivery and similar activities that require sequential activity.

1. Coordinate the submittal of different units of interrelated Work so that one submittal will not be delayed by either the FDOT or Authorized Consultant’s or the Consultant’s need to review a related submittal. The Consultant and FDOT or Authorized Consultant reserves the right to withhold action on any submittal.

2. Scheduling: In each appropriate administrative submittal, such as the Construction Schedule, show the principal Work-related submittals and time requirements for coordination of submittal activity with related Work.

3. Coordination of Submittal Times: Prepare and transmit each submittal to the FDOT or Authorized Consultant and Consultant sufficiently in advance of the scheduled performance of related Work and other applicable activities. Transmit different kinds of submittals for the same unit of Work so that processing will not be delayed by the FDOT or Authorized Consultant’s and the Consultant’s needs to review submittals concurrently for coordination.

4. Review Time: Allow sufficient time so that the installation will not be delayed as a result of the time required to properly process submittals, including time for resubmittal, if necessary.

a. No Contract Time extension shall be authorized because of the VENDOR’s failure to transmit submittals to the FDOT or Authorized Consultant sufficiently in advance of the Work.

B. Submittal Preparation:

1. Mark each submittal with a permanent label for identification. Provide the following information on the label for proper processing and recording of action taken.

Project name.

Date.

Name and address of Consultant.

Name and address of VENDOR.

Name and address of Subcontractor.

Name and address of Supplier.

Name of Manufacturer.

Number and title of appropriate specification section.

Drawing number and detail references, as appropriate.

Similar definitive information as necessary.

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2. Provide a space on the label for the VENDOR’s review and approval markings, and a space for the FDOT or Authorized Consultant’s “Action” marking.

C. Submittal Transmittal:

1. Package each submittal appropriately for transmittal and handling. Transmit each submittal from the VENDOR to the FDOT or Authorized Consultant and to other destinations as indicated, by use of a transmittal form. Submittals received from sources other than the VENDOR will be returned to the sender “without action”.

a. Record relevant information and requests for data on the transmittal form. On the transmittal form, or on a separate sheet attached to the form, record deviations from the requirements of the Contract Documents, if any, including variations and limitations.

D. Submittal Numbering:

1. To facilitate review, the VENDOR shall number consecutively each submittal. This numbering system shall be in order of submittal. Any resubmittal required shall have the same number as the original submittal followed by notation signifying that this is a second (or third, etc.) submittal; example: #10 (2nd submittal).

2. In addition, all submittals shall have the following information placed on them by the VENDOR and review of a particular submittal will be undertaken only if such information is provided.

a. Shop Submittal Number:

b. Deviations: None ; as listed

c. Reference Specification Number:

d. Reference Drawing Number:

e. Space Requirement: As designed

Different, As listed

f. VENDOR has reviewed and submitted for review.

Signature:

Date:

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E. Additional Copies:

1. Provide additional copies of submittals required by Governing Authorities that are in addition to copies specified for submittal to the FDOT or Authorized Consultant.

1.05 SPECIFIC SUBMITTAL REQUIREMENTS

A. General:

1. Where it is necessary to provide intermediate submittals between the initial and final submittals, provide and process intermediate submittals in the same manner as for initial submittals.

2. Shop Drawings, Product Data and Samples submitted to the FDOT or Authorized Consultant for review shall first be checked and approved by the VENDOR. Shop Drawings, Product Data and Samples received without the VENDOR’s “check and approved” stamp will be cause for immediate return without further action. Each drawing correctly submitted will be checked by the Consultant and marked accordingly.

3. Specific submittal requirements for individual units of Work are specified in the applicable specification section. Except as otherwise indicated in the individual specification sections, comply with the requirements specified herein for each type of submittal.

4. In submitting shop drawings, product data, and similar items for review, at least five (5) copies shall be submitted to the Authorized Consultant. FDOT or Authorized Consultant to provide comments if applicable. This number includes two (2) for return to the VENDOR. If the VENDOR desires more than two (2) copies returned to him, he shall submit to the Authorized Consultant with the initial and subsequent transmittals the additional number desired up to a maximum of an additional three (3) copies. If the Authorized Consultant requires additional copies, he will so inform the VENDOR upon return of the reviewed material. Additional copies of shop drawings will be requested in the case where the subject matter shown thereon requires coordination of two (2) or more Prime Contracts.

5. Shop and setting drawings shall present complete and accurate information relative to all working dimensions, equipment weight assembly and sectional view, all necessary details pertaining to coordinating the Work of the Contract, lists of materials and finishes, parts lists and the description thereof, lists of spare parts and tools where such parts or tools are required, no-scale control diagrams for control wiring and control piping, and all other items of information that area required to demonstrate detail compliance with the Drawings and Specifications.

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6. If the VENDOR proposes equipment requiring materially different layout from that shown on the Drawings and if such substitution is acceptable to the FDOT or Authorized Consultant, the VENDOR shall submit drawings showing the revised layout of all affected structures, piping and equipment.

7. The FDOT or Authorized Consultant’s review of the VENDOR’s shop drawings signifies only that such drawings appear to be in conformity with the Contract Documents or with the FDOT or Authorized Consultant’s instructions. Such review does not indicate approval of every detail of the drawings nor of the Work methods of the VENDOR which are indicated thereon.

8. Regardless of the corrections made in, or reviews given to such drawings by the FDOT or Authorized Consultant, the VENDOR will nevertheless be responsible for the accuracy of such drawings, for their conformity to the Drawings and Specifications, and for the proper fitting and construction of the Work.

B. Shop Drawings:

1. Composite Shop Drawings shall be prepared by the VENDOR where the FDOT or Authorized Consultant determines them to be required for coordination of the Work, including but not limited to:

a. Where Work by separate entities requires off-site fabrication of products and materials which must be accurately interfaced and closely intermeshed to produce required results, prepare composite drawings to indicate how work shown by separate shop drawings will be interfaced, intermeshed and sequenced for installation.

b. Prepare drawings to indicate how Work shown by separate civil, structural, mechanical, and electrical shop drawings shall be interfaced, intermeshed and sequenced for installation.

c. Prepare drawings for window walls showing integration of structural systems, glass, plaster, and other items making up principal wall system.

d. VENDOR shall submit to FDOT or Authorized Consultant complete composite drawings. Prepare using ¼” minimum scale with congested areas and sections through shafts at 3/8” minimum scale. Submit total sleeving drawings.

e. VENDOR shall be responsible for coordination of Work. Each architectural, civil, structural, mechanical, and electrical subcontractor shall be responsible for coordination of their portions of the Work with Contract and with each affected trade.

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f. VENDOR shall resolve conflict, certify transparencies with signature of authorized person, and submit transparencies to Consultant.

g. Composite drawings for Consultant’s, FDOT or Authorized Consultant’s and Subcontractor’s use during construction and shall not be construed as replacing any shop drawing or other Project Record Documents.

h. FDOT or Authorized Consultant’s review of composite drawings shall not relieve the VENDOR from overall responsibility for coordination of work performed pursuant to Contract or from other requirements of Contract.

2. Information required on shop drawings includes, dimensions, identification of specific products and materials which are included in the Work, compliance with specified standards and notations of coordination requirements with other Work. Provide special notation of dimensions that have been established by field measurement. Highlight, encircle or otherwise indicate deviations from the Contract Documents on the shop drawings.

3. Coordination Drawings: Provide coordination drawings where required for the integration of the Work, including Work first shown in detail on shop drawings or product data. Show sequencing and relationship of separate units of Work, which must inter face in a restricted manner to fit in the space provided, or function as indicated. Coordination drawings are considered shop drawings and must be definitive in nature.

4. Preparation: Submit newly prepared information, drawn to accurate scale on sheets not less than 8-1/2” x 11”; except for actual pattern or template type drawings, the maximum sheet size shall not exceed 30” x 42”. Indicate the name of the firm that prepared each shop drawing and provide appropriate project identification in the title block. Provide a space not less than 20 sq. in. beside the title block for marking the record of the review process and the Consultant’s “Action” marking.

a. Do not reproduce Contract Documents or copy standard printed information as the basis of shop drawings.

5. In submitting shop drawings, product data, and similar items for review, at least five (5) copies shall be submitted to the Authorized Consultant. Authorized Consultant shall then provide one copy to the FDOT. FDOT or Authorized Consultant to provide comments if applicable.

C. Production Data:

1. General information required specifically as product data includes manufacturer’s standard printed recommendations for application and

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use, compliance with recognized standards of trade associations and testing agencies, and the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product or system with other Work.

2. Preparation: Collect required product data into a single submittal for each unit of Work or system. Mark each copy to show which choices and options are applicable to the project. Where product data has been printed to include information on several similar products, some of which are not required for use on the project, or are not included in this submittal, mark the copies to show clearly that such information is not applicable.

a. Where product data must be specially prepared for required products, materials, or systems, because standard printed data is not suitable for use, submit data as “shop drawings” and not as “product data”.

b. Clearly mark each copy to identify pertinent products or models.

c. Show performance characteristics and capacities.

d. Show dimensions and clearances required.

e. Show wiring or piping diagrams and controls.

f. Indicate finish.

g. Supplement standard information to furnish information specifically applicable to Work.

h. Modify drawings and diagrams to delete information, which is not applicable to Work.

3. Submittals: Product data submittal is required for information and record and to determine that the products, materials, and systems comply with the provisions of the Contract Documents. Therefore, the initial submittal is also the final submittal, except where the Consultant observes that there is non-compliance with the provisions of the Contract Documents and returns the submittal promptly to the VENDOR marked with the appropriate “Action”.

a. Provide two (2) preliminary single-copy submittals where required, for selection of options by the FDOT or Authorized Consultant.

4. In submitting shop drawings, product data, and similar items for review, at least five (5) copies shall be submitted to the Authorized Consultant. Authorized Consultant shall then provide one copy to the FDOT. FDOT

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or Authorized Consultant will provide comments if applicable. This number includes two (2) for return to the VENDOR. If the VENDOR desires more than two (2) copies returned to him, he shall submit to the Authorized Consultant with the initial and subsequent transmittals the additional number desired up to a maximum of an additional three (3) copies. If the Authorized Consultant requires additional copies, he will so inform the VENDOR upon return of the reviewed material. Additional copies of shop drawings will be requested in the case where the subject matter shown thereon requires coordination of two (2) or more Prime Contracts.

a. Do not submit product data or allow its use on the project, until compliance with the requirements of the Contract Documents has been confirmed by the VENDOR.

5. Final Distribution: Furnish copies of product data to subcontractors, suppliers, fabricators, manufacturers, installers, governing authorities and others as required for proper performance of the Work. Show distribution on transmittal forms.

6. Installation Copy: Do not proceed with installation of materials, products and systems until a copy of product data applicable to the installation is in the possession of the Installer. Do not permit the use of unmarked copies of product data in connection with the performance of the Work.

D. Samples:

1. Submit samples for the Authorized Consultant’s visual review of general generic kind, color, pattern, and texture, and for a final check of the coordination of these characteristics with other related elements of the Work. Samples are also submitted for quality control comparison of these characteristics between the final sample submittal and the actual Work as it is delivered and installed.

a. Refer to individual Work sections for additional sample requirements, which may be intended for examination or testing of additional characteristics. Compliance with other required characteristics is the exclusive responsibility of the VENDOR; such compliance is not considered in the Consultant’s review and “Action” indication on sample submittals.

b. Documentation required specifically for sample submittals include a generic description of the sample, the sample source or the product name or manufacturer, compliance with governing regulations and recognized standards. In addition, indicate limitations in terms of availability, sizes, delivery time, and similar limiting characteristics.

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2. Preparation: Where possible provide samples that are physically identical with the proposed material or product to be incorporated in the Work; provide full scale, fully fabricated samples cured and finished in the manner specified. Where variations in color, pattern, or texture are inherent in the material or product represented by the sample, submit multiple units of the sample (not less than 3 units), which show the approximate limits of variations. Where samples are specified for the Consultant’s selection of color, texture or pattern, submit a full set of available choices for the material or product. Mount, display, or package samples in the manner specified to facilitate the review of indicated qualities. Prepare samples to match the Consultant’s sample where so indicated.

a. Refer to individual sections of these specifications for samples, which, because of their relatively high cost or other special considerations, are intended to be returned to the VENDOR for incorporation in the Work. Such samples must be in an undamaged condition at the time of use. On the transmittal form to the Consultant, indicate such special requests regarding the disposition of sample submittals.

b. Submit four (4) sets of samples to the Authorized Consultant, two (2) sets will be returned.

1. Distribution of Samples: Maintain the final submittal sets of samples, as returned by the Authorized Consultant, at the project site, available for quality control comparisons throughout the course of performing the Work. In addition, final submittal sets may be used to obtain final acceptance of the Work associated with each set. Prepare and distribute additional sets of samples to subcontractors, suppliers, fabricators, manufacturers, installers, governing authorities, and others as required for proper performance of the Work. Show final distribution on transmittal forms.

2. Mock-Ups: Mock-ups are special form of samples, which are too large or otherwise inconvenient for handling in specified manner for transmittal of sample submittals. Mock-ups and similar samples specified in individual Work sections recognized as a special type of sample. Comply with requirements for sample to greatest extent possible, and process transmittal forms to provide records of activity.

a. Field Samples:

1) Construct mock-up for FDOT or Authorized Consultant’s visual examination, for quality control, and performance of required testing.

2) Erect at location acceptable to FDOT or Authorized Consultant.

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3) Size of Area: As specified in respective Specification Section.

4) Fabricate each sample and mock-up complete and finished using materials, fabrication, and installation methods identical with those indicated for Work.

5) Remove mock-ups at conclusion of Work or when acceptable to FDOT or Authorized Consultant if not incorporated into Work.

E. Miscellaneous Submittals:

1. Inspection and Test Reports: Classify each inspection and test report as being either “shop drawings” or “product data” depending on whether the report is specially prepared for the project, or a standard publication of workmanship control testing at the point of production. Process inspection and test reports accordingly.

2. Warranties: Refer to Section 01740 - WARRANTIES, for specific general requirements on warranties, product bonds, workmanship bonds and maintenance agreements. In addition to copies desired for the VENDOR’s use, furnish five (5) executed copies of such warranties, bonds, or agreements. Provide two (2) additional copies where required for maintenance manuals.

3. Survey Data: Refer to Section 01040 - PROJECT COORDINATION, for specific general requirements on property surveys, field measurements, and quantitative records of actual Work, damage surveys and similar data required by the individual sections. None of the specified copies will be returned.

4. Standard: Where submittal of a copy of standards is indicated, and except where copies of standards are specified as an integral part of a “Product Data” submittal, submit a single copy of standards for the Consultant’s use. Where workmanship, whether at the project site or elsewhere is governed by a standard, furnished additional copies of the standard to fabricators, installers and others involved in the performance of the Work.

5. Closeout Submittals: Refer to Section 01700 - PROJECT CLOSEOUT, and to individual section of these specifications for specific submittal requirements of project closeout information, materials, tools, and similar items.

6. General Distribution: Provide additional distribution of submittals to subcontractors, suppliers, fabricators, installers, governing authorities, and others as necessary for the proper performance of the Work. Include such additional copies in the submittals to the Consultant where the

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submittals are required to receive “Action” marking before final distribution. Record distributions on transmittal forms.

1.06 VENDOR DUTIES:

A. Review submittals prior to transmittal; determine and verify field measurements, field construction criteria, manufacturer’s catalog numbers, and conformance of submittal with requirements of Contract Documents.

B. Coordinate submittals with requirements of Work and of Contract Documents.

C. Submittals or Accompanying Transmittal Letter Shall Contain:

1. Date of submission and dates of previous submissions when applicable.

2. Project title and number.

3. Contract identification.

4. Names of subcontractor, supplier, and manufacturer.

5. Identification of product with Specification Section number.

6. Field dimensions, clearly identified as such.

7. Relation to adjacent or critical features of work of materials.

8. Applicable standards, such as, ASTM or Federal Specification numbers.

9. Identification of revisions on resubmittals.

10. Additional information required by Contract Documents.

11. VENDOR executed review and approval marking or stamp.

12. Blank space for FDOT or Authorized Consultant’s and Consultant’s action marking or stamp.

13. VENDOR to carefully check all submittals and be responsible for dimensions, quantity etc. necessary to make a complete project in compliance with plans and specifications.

D. Clearly identify on submittals, or in writing at time of submission, deviations in submittals from requirements of Contract Documents. VENDOR’s responsibility for deviations in submittals from requirements of Contract Documents is not relieved by FDOT or Authorized Consultant’s review of submittals unless Authorized Consultant furnishes written recommendation of acceptance of specific deviations to the FDOT and the FDOT provides written acceptance to VENDOR.

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E. Apply VENDOR’s mark or stamp, sign, and date, Signature of VENDOR’s authorized person certified verification of products, verification of field measurements and field construction criteria, and coordination of information within submittal with requirements of work and of Contract Documents. Submittals without VENDOR’s executed mark or stamp and signature will be returned without disposition.

F. Submittals that are received from sources other than through VENDOR’s office will be returned without action. Delays resulting there from shall be VENDOR’s responsibility.

G. Package each submittal appropriately for transmittal and handling.

H. Distribute reproductions of shop drawings, copies of product data, and samples, which bear Consultant’s stamp of approval, to jobsite file, record documents file, subcontractors, suppliers and other entities requiring information.

I. Do not fabricate products or begin work, which required submittals until return of submittal with FDOT or Authorized Consultant’s acceptance.

1.07 FDOT OR AUTHORIZED CONSULTANT’S ACTION:

A. Where action and return is required or requested, Authorized Consultant will review each submittal, mark with action, and where possible return with reasonable promptness. FDOT will forward their comments to the Authorized Consultant.

1. Where submittal must be held for coordination, VENDOR will be so advised by the Authorized Consultant.

2. Affix stamp and initial or sign, and indicate requirements for resubmittal, or acceptance of submittal.

3. Return submittals to VENDOR for distribution or for resubmission.

4. Authorized Consultant will review submittals for design content only. VENDOR will review submittals for construction and installation considerations.

B. Final Unrestricted Release: When submittal is returned marked “No Exceptions Taken”, work may proceed, provided it complies with Contract Documents.

C. Final-But-Restricted-Release: When submittal is returned marked “Make Correction as Indicated”, Work may proceed, provided it complies with notations and corrections on submittal and with Contract Documents.

D. Returned for Resubmittal:

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1. When submittal is returned marked “Rejected / Resubmit” or is unmarked, do not proceed with Work.

2. Revise submittal in accordance with notations and resubmit without delay to obtain difference action marking.

E. Other Action: Where submittal is returned for other reasons, with the FDOT or Authorized Consultant’s explanation included, it will be marked “Make Corrections Indicated”.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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Parcel 160 Cut and Reface State Road 7 Widening Control of Work 01390 - 1

SECTION 01390

CONTROL OF WORK

PART 1 GENERAL

1.1

A. Precedence:

1. In case of disagreement between Section 01390 - CONTROL OF WORK and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

B. Related Sections:

1. THE FDOT CONTRACT GENERAL CONDITIONS Section(s):

2. DIVISION 1 – GENERAL REQUIREMENTS

3. Section 01313 - CONSTRUCTION SCHEDULES

1.02 AUTHORITY OF FDOT OR AUTHORIZED CONSULTANT

A. The Authorized Consultant will decide any and all questions that may arise as to the quality and acceptability of materials furnished and the technical interpretation of the Contract Documents. The FDOT or Authorized Consultant will decide any and all questions that may arise as to the work performed, the rate of progress of the Work, the fulfillment of the Contract on the part of the VENDOR and the rights of different Contractors on the Project. The FDOT or Authorized Consultant will determine the amount and quality of the several kinds of work performed and materials furnished that are to be paid for under the Contract.

The VENDOR shall take corrective action necessary to comply with the Contract Documents as the FDOT or Authorized Consultant may direct. No change will be made in the contract price or in the Contract time as a result of authorizing a change in methods or equipment under this Section.

1.03 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS

A. All work and all materials furnished shall be in reasonable close conformity with the lines, grades, grading sections, cross sections, dimensions, materials requirements, and testing requirements that are specified (including specified tolerances) in the Contract Documents.

B. If the Authorized Consultant finds the materials furnished, or the finished product not within reasonably close conformity with the Contract Documents but that the portion of the Work affected will, in his/her opinion, result in a finished product

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having a level of safety, economy, durability, and workmanship acceptable to the FDOT, he will submit written findings and advise the FDOT of the recommendation that the affected work be accepted and remain in place. In this event, the Authorized Consultant will document its determination and recommend to the FDOT a basis of acceptance that will provide for an adjustment in the Contract Sum for the affected portion of the Work. The Authorized Consultant's determination and the FDOT recommended Contract Sum adjustments will be based on good engineering judgment and such test or retests of the affected work as are, in their opinion, needed. Changes in the Contract Sum shall be covered by contract modifications as applicable.

C. If the Authorized Consultant finds, and advises the FDOT that the materials furnished, or the finished product are not in reasonably close conformity with the Contract Documents and have resulted in an unacceptable finished product, the affected work or materials shall be removed and replaced or otherwise corrected by and at the expense of the VENDOR in accordance with the FDOT or Authorized Consultant’s written instructions.

D. For the purpose of this Section, the term “reasonably close conformity” shall not be construed as waiving the VENDOR’s responsibility to complete the Work in accordance with the Contract Documents. The term shall not be construed as waiving either the FDOT or Authorized Consultant’s right to insist on strict compliance with the Contract Documents during the VENDOR’s prosecution of the Work, when, in the FDOT or Authorized Consultant’s opinion, such compliance is essential to provide an acceptable finished portion of the Work.

E. For the purpose of this Section, the term “reasonably close conformity” is also intended to provide the FDOT or Authorized Consultant with the authority to use good architectural and engineering, and construction management judgment in their determinations as to acceptance of Work that is not in strict conformity but will provide a finished product equal to or better than that intended by the requirements of the Contract Documents.

1.04 COORDINATION OF CONTRACT DOCUMENTS

A. The Contract Documents and all referenced standards cited are essential parts of the Contract Requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete Work. In case of discrepancy, figured dimensions, unless obviously incorrect, shall govern over scaled dimensions. Cited standards for materials or testing, and FDOT standards shall be considered as standard specifications.

B. Any table, gradation, size, dimension, rate, mix, method, nomenclature, pay item number, basis of payment or method of measurement shown on the written Contract Documents, will take precedence over any variance with the drawings.

C. The VENDOR shall not take advantage of any apparent error or omission in the various Contract Documents. In the event the VENDOR discovers any apparent

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conflict, error or discrepancy, he shall immediately call upon the FDOT or Authorized Consultant for his/her interpretation and decision, and such decision shall be final.

1.05 AUTHORIZED CONSULTANT'S DRAWINGS

A. The Drawings furnished by the Authorized Consultant consist of general drawings showing such details as are necessary to give a comprehensive idea of the construction contemplated. Roadway plans will show, in general, alignment, profile grades, typical cross sections and general cross sections. Structure plans, in general, will show in detail all dimensions of the Work contemplated.

B. When the structure plans do not show dimensions in detail, they will show general features and such details as necessary to give a comprehensive idea of the design and construction of the structure.

C. Not all conflicts are known within the Project area. Not all conflicts are shown on the Drawings. The VENDOR is solely responsible for the location and protection of all equipment and facilities, which are to remain in service and in place during and after completion of all Project Work.

1.06 FIELD NOTES

A. Adequate field notes and records shall be kept as layout work is accomplished. These field notes and records shall be available for review by the FDOT or Authorized Consultant as the Work progresses and copies shall be furnished to the FDOT or Authorized Consultant at the time of completion of the Project or when requested. An inspection or checking of the VENDOR’s field notes or layout work by the FDOT or Authorized Consultant and the acceptance of all or any part thereof, shall not relieve the VENDOR of his responsibility to achieve the lines, grades, and dimensions shown in the Drawings and Specifications.

1.07 AUTOMATICALLY CONTROLLED EQUIPMENT

A. Whenever batching or mixing plant equipment is required to be operated automatically under the Contract and a breakdown or malfunction of the automatic controls occurs, the equipment may be operated manually or by other methods for a period 48-hours following the breakdown or malfunction, provided this method of operations will produce results which conform to all other requirements of the Contract.

1.08 AUTHORITY AND DUTIES OF INSPECTORS

A. Inspectors employed by the FDOT or Authorized Consultant shall be authorized to inspect all work done and all materials furnished. Such inspection may extend to all or any part of the Work and to the preparation, fabrication, or manufacture of the materials to be used. Inspectors are not authorized to revoke, alter or waive any provision of the Contract. Inspectors are not authorized to issue

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instructions contrary to the Contract Documents or to act as foreman for the VENDOR.

B. Inspectors employed by the FDOT and the Consultant are authorized to notify the VENDOR of any failure of the Work or materials to conform to the requirements of the Contract Documents and to reject such nonconforming materials in question until such issues can be referred to the FDOT or Authorized Consultant for decision.

1.09 INSPECTION OF THE WORK

A. All materials and each part or detail of the Work shall be subject to inspection by the FDOT or Authorized Consultant. The FDOT or Authorized Consultant shall be allowed access to all parts of the Work and shall be furnished with such information and assistance by the VENDOR as is required to make a complete and detailed inspection.

B If the FDOT or Authorized Consultant requests it, the VENDOR, at any time before acceptance of the Work, shall remove or uncover such portions of the finished Work as may be directed. After examination, the VENDOR shall restore said portions of the Work to the standard required by the Specifications. Should the Work thus exposed or examined prove acceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be paid for as extra work; but should the Work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the VENDOR’s expense.

C. Any Work done or materials used without supervision or inspection by the FDOT or Authorized Consultant may be ordered removed and replaced at the VENDOR’s expense unless FDOT or Authorized Consultant failed to inspect after having been given reasonable notice in writing that the Work was performed and ready for inspection.

1.10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK

A. All Work which does not conform to the requirements of the Contract Documents will be considered unacceptable, unless otherwise determined acceptable by the FDOT or Authorized Consultant as provided in Item 1.03 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS of this Section.

B. Unacceptable Work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the Final Completion of the Work, shall be removed immediately and replaced in an acceptable manner in accordance with the provisions of the contract.

C. Work done contrary to the instructions of the FDOT or Authorized Consultant, work done beyond the lines shown on the Drawings or as given, except as herein specified, or any extra work done without authority, will be considered as

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unauthorized and will not be paid for under the provisions of the Contract. Work so done may be ordered removed or replaced at the VENDOR’s expense

D. Upon failure on the part of the VENDOR to comply forthwith with any order of the FDOT or Authorized Consultant made under the provision of this Section, the FDOT or Authorized Consultant will have authority to cause unacceptable work to be remedied or removed and replaced and unauthorized work to be removed and to deduct the costs (incurred by the FDOT) from any monies due or to become due the VENDOR.

1.11 MAINTENANCE DURING CONSTRUCTION

A. The VENDOR shall maintain the Work during construction and until the Work is accepted by the FDOT or Authorized Consultant. This maintenance shall constitute continuous and effective work prosecuted day by day, with adequate equipment and forces so that the Work is maintained in satisfactory condition at all times. All Work shall be protected during any delay between phases or sub-phases of construction required to complete the Work.

1.12 FAILURE TO MAINTAIN THE WORK

A. Should the VENDOR at any time fail to maintain the Work as provided in Item 1.12 MAINTENANCE DURING CONSTRUCTION of this Section, the Project Manager will notify the VENDOR of such non-compliance. Such notification will specify a reasonable time within which the VENDOR shall be required to remedy such unsatisfactory maintenance condition. The time specified will give due consideration to the condition that exists.

B. Should the VENDOR fail to respond to the FDOT or Authorized Consultant’s notification, the FDOT may suspend any work necessary for the FDOT to correct such unsatisfactory maintenance condition, depending on the condition that exists. Any maintenance costs incurred by the FDOT shall be deducted from monies due to become due the VENDOR.

END OF SECTION

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Parcel 160 Cut and Reface State Road 7 Widening Construction Cleaning 01561 - 1

SECTION 01561

CONSTRUCTION CLEANING

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01561 – CONSTRUCTION CLEANING

A. Precedence:

1. In case of disagreement between Section 01561 – CONSTRUCTION CLEANING and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

1.2 REQUIREMENTS INCLUDED

A. Execute daily cleaning during progress of Work. Execute final cleanup prior to Substantial Completion.

B. Hazards Control:

1. Store volatile wastes in covered metal containers.

2. Remove containers from premises daily.

3. Prevent accumulation of wastes that create hazardous conditions.

4. Provide adequate ventilation during use of volatile or noxious substances.

C. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws:

1. Do not burn or bury rubbish or waste materials on Project Site.

2. Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner in storm or sanitary drains.

3. Transport waste materials and debris in covered trucks.

PART 2 PRODUCTS

2.1 MATERIALS

A. Use cleaning materials recommended by manufacturer or surface to be cleaned which will not create hazards to health or property and which will not damage surfaces.

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PART 3 EXECUTION

3.1 CLEANING DURING CONSTRUCTION

A. Execute periodic but no less than weekly cleaning to keep building, grounds, and public properties free of accumulation of waste materials, rubbish, and wind blown debris resulting from construction operations.

B. Apply protective covering on newly installed Work where reasonable required to ensure freedom from damage or deterioration at time of Substantial Completion. Clean and perform maintenance on other newly installed Work as frequently as necessary through remainder of construction period.

C. Adjust and lubricate operable components to ensure operability without damaging effects.

D. Remove waste material, debris, and rubbish from Site daily.

E. Do not drop or throw materials from heights.

F. Continue cleaning daily until site is ready for occupancy.

3.2 DUST CONTROL

A. Wet down materials and rubbish to prevent blowing dust.

B. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces.

3.3 FINAL CLEANING

A. Provide final cleaning of the Work at time indicated, consisting of cleaning each surface or unit of Work or normal “clean” condition expected for a first-class building and maintenance program. Comply with manufacturer’s instructions for cleaning operations. The following are examples, but not by way of limitation, of cleaning levels required:

1. Remove labels that are not required as permanent labels.

2. Clean exposed exterior hard-surfaced finishes, to dirt-free condition, free of dust, stains, films, and similar noticeable distracting substances.

3. Restore effective surface to original reflective condition.

4. Remove debris and surface dust from limited access spaces including roofs, plenums, shafts, trenches, equipment vaults, manholes, and similar spaces.

5. Broom clean concrete floors in non-occupied spaces.

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6. Clean Project Site, including landscape development areas, of litter and foreign substances.

7. Sweep paved areas to broom-clean condition: remove stains, petro-chemical spills, and other foreign deposits.

8. Rake grounds that are neither planted nor paved, to smooth, even-textured surface.

B. Remove waste materials from Site daily and dispose of in a lawful manner.

C. Removal of protection:

1. Remove temporary protection devices and facilities that were installed during course of the Work to protect previous completed Work during remainder of construction period.

END OF SECTION

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Parcel 160 Cut and Reface State Road 7 Widening Material and Equipment 01600 - 1

SECTION 01600

MATERIAL AND EQUIPMENT

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01600 – MATERIAL AND EQUIPMENT

A. Precedence:

1. In case of disagreement between Section 01600 – MATERIAL AND EQUIPMENT and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

1.2 PRODUCTS

A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse.

B. Provide interchangeable components of the same manufacturer, for similar components.

1.3 TRANSPORTATION AND HANDLING

A. Transport and handle Products in accordance with manufacturer’s instructions.

B. Promptly inspect shipments to assure that Products comply with requirements, quantities are correct, and Products are undamaged.

C. Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage.

1.4 STORAGE AND PROTECTION

A. Store and protect Products in accordance with manufacturer’s instructions, with seals and labels intact and legible. Store sensitive Products in weather-tight, climate controlled enclosures.

B. For exterior storage of fabricated Products, place on sloped supports, above ground.

C. Provide off-site storage and protection when site does not permit on-site storage or protection.

D. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. Provide air conditioned storage where applicable or where recommended by manufacturer.

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E. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.

F. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage.

G. Arrange storage of Products to permit access for inspection. Periodically inspect to assure Products are undamaged and are maintained under specified conditions.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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Parcel 160 Cut and Reface State Road 7 Widening Project Closeout 01700 - 1

SECTION 01700

PROJECT CLOSEOUT

PART 1 GENERAL

1.1 The FDOT CONTRACT and Section 01700 – PROJECT CLOSEOUT

A. Precedence:

1. In case of disagreement between Section 01700 – PROJECT CLOSEOUT and THE FDOT CONTRACT, THE FDOT CONTRACT shall govern.

1.2 DESCRIPTION

A. Project Closeout is hereby defined to include general requirements near end of Contract Time, in preparation for Final Completion and Acceptance, normal termination of Contract, occupancy by Property Owner and similar actions evidencing completion of the Work. Specific requirements for individual units of Work are specified in other sections. Time of closeout is directly related to Substantial Completion, and therefore may be a single time period for whole Work or a series of time periods for individual parts of the Work that have been certified as substantially complete at different dates. The time variation, if any, shall be applicable to other provisions of this Section.

1.3 PREREQUISITES TO SUBSTANTIAL COMPLETION

A. Prior to requesting FDOT or Authorized Consultant’s inspection for Certificate of Substantial Completion, for either the whole Work or designated portions thereof, complete the following and list known exceptions in request:

1. Include supporting documentation for completion as indicated in the Contract Documents.

2. Advise FDOT of pending insurance changeover requirements.

3. Obtain and submit releases enabling Property Owner’s full and unrestricted use of the Work and access to services and utilities, including, where required, occupancy permits, operating certificates, and similar releases.

4. Complete start-up testing of systems, and instructions of FDOT'S operating-maintenance personnel. Discontinue, or change over, and remove from Project Site temporary facilities and services, along with construction tools and facilities, mock-ups, and similar elements.

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B. Cleaning and Repairs:

1. Immediately prior to the FDOT or Authorized Consultant’s inspection for Substantial Completion of the whole Work or designated portions thereof, the VENDOR shall completely clean the premises. Concrete surfaces shall be cleaned and washed. Sash, fixtures, and equipment shall be thoroughly cleaned. Stains, spots, dust, marks and smears shall be removed from all surfaces. Hardware and all metal surfaces shall be cleaned and polished. Glass and plastic surfaces shall be thoroughly cleaned by professional window cleaners. All damaged, broken or scratched glass or plastic shall be replaced by the VENDOR at the VENDOR’s expense.

C. Inspection Procedures:

1. Upon receipt of VENDOR’s request for inspection, the FDOT or Authorized Consultant will either proceed with inspection or advise VENDOR of prerequisites that are not fulfilled. Followed initial inspection, the Authorized Consultant will either prepare the Certificate of Substantial Completion or advise VENDOR of Work which must be performed prior to issuance of certificate. The Authorized Consultant will repeat inspection when requested and when assured that the Work has been substantially completed. Results of completed inspection will form initial “Punch List”.

D. Reinspection Procedures:

1. Following Substantial Completion of the Work, the VENDOR shall correct or remedy all “Punch List” items to the satisfaction of the FDOT or Authorized Consultant within seven (7) calendar days after the Date of Substantial Completion of the Work. When ready, the VENDOR shall request in writing a final inspection of the Work. Upon completion of reinspection, the FDOT or Authorized Consultant will either prepare a certificate of Final Completion and Acceptance or advise VENDOR of Work that is not completed or obligations that are not fulfilled as required for Final Completion and Acceptance. If necessary, procedures will be repeated.

In the event of unacceptable Work discovered on the Final Inspection, payment shall be withheld until all Punch List items are corrected to the FDOT or Authorized Consultant’s satisfaction.

1.4 PREREQUISITES FOR FINAL COMPLETION AND ACCEPTANCE

A. Prior to requesting FDOT or Authorized Consultant’s final inspection for certification of Final Completion and Acceptance as required by this Project Manual, complete the following and list known exceptions in requests:

1. Submit certified copy of FDOT or Authorized Consultant’s final “Punch List” of itemized Work to be completed or corrected, stating that each item

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has been completed or otherwise resolved for acceptance, and has been endorsed and dated by the FDOT or Authorized Consultant.

2. Submit final meter readings for utilities, measured record of stored fuel, and similar data either as of time of Substantial Completion or when Property Owner took possession of and responsibility for corresponding elements of the Work.

3. Touch-up and otherwise repair and restore marred exposed finishes.

1.5 COMPLIANCES

A. Comply with safety standards and governing regulations for cleaning operations. Do not burn waste materials at site, or bury debris or excess materials on FDOT’S property, or discharge volatile or other harmful or dangerous materials into drainage systems; remove waste materials from Site and dispose of in a lawful manner.

1.6 RECORD DOCUMENT SUBMITTALS

A. Specific requirements for record documents are shown in this Section. Other requirements are indicated in the General Conditions. General submittal requirements are indicated in “Submittals” sections. Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire-resistant location; provide access to record documents for FDOT or Authorized Consultant’s reference during normal working hours.

1. Definition: Record copies are defined to include those documents or copies relating directly to performance of the Work, which VENDOR is required to prepare or maintain for FDOT’S records, recording the Work as actually performed. In particular, record copies show changes in the Work in relation to way in which shown and specified by original Contract Documents; and show additional information of value to FDOT’S records, but not indicated by original Contract Documents. Record copies include newly-prepared drawings (if any are specified), marked-up copies of contract drawings, shop drawings, specifications, addenda and change orders, marked-up product data submittals, record samples, field records for variable and concealed conditions such as excavations and foundations, and miscellaneous record information on work which is otherwise recorded only schematically or not at all.

2. Record Drawings: FDOT or Authorized Consultant will organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on cover of each set.

3. Record Project Manual: Upon completion of mark-up, submit to FDOT or Authorized Consultant for FDOT’S records.

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4. Record Product Data: Upon completion of mark-up, submit complete set to FDOT or Authorized Consultant for FDOT’S records.

5. Record Sample Submittal: Comply with FDOT or Authorized Consultant’s instructions for packaging, identification marking, and delivery to FDOT’S sample storage space.

6. Miscellaneous Record Submittals: Complete miscellaneous records and place in good order, properly identified and bound or files, ready for continued use and reference. Submit to FDOT or Authorized Consultant for FDOT’S records.

7. Maintenance Manuals: Complete, place in order, properly identify and submit to FDOT or Authorized Consultant for FDOT’S records.

B. Project Record Drawings:

1. Record Drawings: The VENDOR shall maintain a set of Record Drawings at the job site. These shall be kept legible and current and shall be available for inspection at all times by the FDOT or Authorized Consultant. Show all changes or Work added on these Record Drawings in a contrasting color.

a. Mark-up Procedure: During progress of the Work, drawings and shop drawings, with mark-up of actual installations which may vary substantially from the Work as originally shown. Mark whatever drawing is most capable of showing actual physical condition, full and accurately. Where shop drawings are marked-up, mark cross-referenced on contract drawings at corresponding location. Mark with erasable colored pencil, using separate colors where feasible to distinguish between changes for different categories of Work at same general location. Mark-up important additional information which was either shown schematically or omitted from original drawings, Give particular attention to information on Work concealed, which would be difficult to identify or measure and record at a later date. Note alternate numbers, change order numbers and similar identification. Require each person preparing mark-up to initial and ate mark-up and indicate name of firm. Label each sheet “PROJECT RECORD” in 1-1/2 inch high letters.

b. Actual position of all underground and otherwise concealed civil, mechanical and electrical; lines, conduit, pipes, ducts, etc. Items in areas with accessible ceilings or other ready access shall not be considered as being concealed.

c. In showing changes in the Work, use the same legends as used on the original drawings. Indicate exact locations by dimensions

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and exact elevations by job datum. Give dimensions from a permanent point.

d. When manholes, boxes, underground conduits, plumbing hot or chilled water lines, inverts, etc., are involved as part of the Work, the VENDOR shall furnish true elevations and locations, all properly referenced by suing the original bench mark used for this Project.

e. Upon completion of the Work, the document information maintained during construction (Addenda, Alternates, Construction Change Directives, Change Orders, Field Order, etc.) shall be recorded, to scale, by a competent draftsman.

f. Preparation of Record Drawings: Review completed mark-up of record drawings and shop drawings with FDOT or Authorized Consultant. FDOT will then proceed with preparation of a full set of corrected record drawings for contract drawings. Authorized CONSULTANT will date each updated drawing and label each sheet “PROJECT RECORD” in 1-1/2 inch high letters. Printing as required herein is the responsibility of the FDOT or Authorized Consultant.

2. Record Drawings shall contain the names, addresses and phone numbers of the General Contractor and the major sub-contractors.

3. The FDOT shall be the sole judge of the acceptability of the Record Drawings.

C. Record Project Manual:

1. During progress of the Work, maintain one copy of the Project Manual, including addenda, change orders and similar modifications issued in printed form during construction, mark-up variations (of substance) in actual Work in comparison with text of specification and modification as issued. Give particular attention to substitutions, selection of options, and similar information on Work where it is concealed or cannot otherwise be readily discerned at a later date by direct observation. Not related record drawing information and product data, where applicable.

2. Where manual is printed on one side of page only, mark variation on blank left-hand pages of Project Manual, facing printed right-hand pages containing original text affected by variation.

3. Upon completion of the Work, the document information maintained during construction (Addenda, Alternates, Construction Change Directives, Change Orders, Field Orders, Etc.) shall be recorded as follows:

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a. Neatly cross out the non-conforming portion of the Project manual and add by writing the revised portion of the Project Manual. Do not revise the Project Manual by “cutting and pasting” the actual Addenda, Alternates, Construction Change Directives, Change Orders, Field Orders, etc., as actually issued by the FDOT or Authorized Consultant. The revisions have to be actually written by the VENDOR.

b. The Volume(s) of Project Manual shall be clearly marked “PROJECT RECORD” in 1-1/2 inch high letters and bear the name of the General Contractor and where applicable, the name of the Subcontractor.

c. The VENDOR shall review the completed Record Project Manual and ascertain that all data furnished on the Project Manual is accurate and truly represents the Work as actually installed.

d. Any deviations from the method of executing Record Project Manual as described above will be considered just cause for disapproval by the FDOT and the VENDOR will be required to conform and resubmit.

e. Submit the Record Project Manual to the FDOT for compliance review and approval.

f. Upon FDOT’S approval, the VENDOR shall submit the completed Record Project Manual and two (2) copies of the Record Project Manuals (at VENDOR’s expense).

D. Record Product Data:

1. During progress of the Work, maintain one (1) copy of each product data submittal, and mark-up significant variations in the actual Work in comparison with submitted information. Include both variations in product as delivered to site, and variations from manufacturer’s instructions and recommendations for installation. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned at a later date by direct observation. Note related change orders and mark-up of record drawings and specifications. Upon completion of mark-up, submit three (3) complete sets of product data submittal to Consultant for review and approval, then copies will be submitted to FDOT or Authorized Consultant. Label each data submittal “PROJECT RECORD” in 1-1/2 inch high letters.

E. Record Sample Submittal:

1. Immediately prior to date(s) of Substantial Completion, FDOT’S and Consultant’s personnel will meet with VENDOR at site, and will determine if any of submitted samples maintained by VENDOR during progress of

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the Work are to be transmitted to FDOT for record purposes. Comply with FDOT or Authorized Consultant’s instructions for packaging, identification marking, and delivery to FDOT’S sample storage space. Dispose of other samples in manner specified for disposal of surplus and waste materials, unless otherwise indicated by FDOT.

F. Miscellaneous Record Submittals:

1. Refer to other sections of these Contract Documents for requirements of miscellaneous record keeping and submittals in connection with actual performance of the Work. Immediately prior to date(s) of Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed ready for continued use and reference. Submit three (3) sets to FDOT or Authorized Consultant for FDOT’S records. Categories of requirements resulting in miscellaneous work-records are recognized to include, but not limited to, the following:

a. Required field records on excavations, foundations underground construction, well and similar Work.

b. Inspection and Test Reports: Where not processed as shop drawings or product data.

1.7 GUARANTEES AND WARRANTIES

A. As a condition precedent to Final Payment, all guarantees and warranties as specified under various sections of the Contract Documents and per requirements of Section 01740 - WARRANTIES shall be obtained by the VENDOR, addressed to and in favor of the Property Owner, and delivered to the Authorized Consultant for review and approval, in duplicate giving a summary of guarantees attached and stating the following in respect to each:

1. Character of Work affected

2. Name of Subcontractors

3. Period of Guarantee

4. Conditions of Guarantee

1.8 OPERATING INSTRUCTION AND MAINTENANCE MANUALS

A. Complete operating instructions and maintenance manuals shall be obtained by the VENDOR for each and every piece of equipment or system furnished under the Contract. Organize operating and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual heavy-duty 2-inch, 3-ring vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder.

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1. Submit three (3) copies of each completed manual on equipment and systems, in final form, to the Consultant for review, approval and for distribution. Provide separate manuals for each unit of equipment, each operating system, and each electric and electronic system.

2. Refer to Technical Specification Sections for individual requirements on operating and maintenance of the various pieces of equipment and operating systems.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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SECTION 02225

MINOR DEMOLITION FOR REMODELING

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolishing designated building equipment and fixtures.

2. Demolishing designated construction.

3. Cutting and alterations for completion of the Work.

4. Removing designated items for reuse.

5. Protecting items designated to remain.

6. Removing demolished materials.

1.2 SUBMITTALS

A. Section 01340 Shop Drawings, Product Data and Samples: Requirements for submittals.

B. Describe demolition removal procedures and schedule.

C. Shop Drawings:

1. Indicate demolition and removal sequence.

2. Indicate location of items designated for reuse.

3. Indicate location and construction of temporary work.

1.3 CLOSEOUT SUBMITTALS

A. Section 01700 – Project Closeout: Requirements for submittals.

B. Project Record Documents: Accurately record actual locations of capped utilities and subsurface obstructions.

C. Operation and Maintenance Data: Submit description of system, inspection data, and parts lists.

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1.4 QUALITY ASSURANCE

A. Conform to applicable code for demolition work, dust control and products requiring electrical disconnection and re-connection.

B. Conform to applicable code for procedures when hazardous or contaminated materials are discovered.

C. Obtain required permits from authorities having jurisdiction.

1.5 PRE-INSTALLATION MEETINGS

A. Division 1 – General Requirements.

B. Convene minimum one week prior to commencing work of this section.

1.6 SCHEDULING

A. Division 1 – General Requirements - Administrative Requirements, Requirements for scheduling.

B. Schedule Work to coincide with new construction.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 PREPARATION

A. Notify affected utility companies before starting work and comply with their requirements.

B. Mark location and termination of utilities.

C. Erect, and maintain temporary barriers and security devices, including warning signs and lights, and similar measures, for protection of the public and existing improvements indicated to remain.

D. Erect and maintain weatherproof closures for exterior openings.

E. Erect and maintain temporary partitions to prevent spread of dust, odors and noise.

F. Prevent movement of structure; provide temporary bracing and shoring required to ensure safety of existing structure.

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G. Provide appropriate temporary signage including signage for exit or building egress.

H. Do not close or obstruct building egress path.

I. Do not disable or disrupt building fire or life safety systems without 3 days prior written notice to FDOT or Authorized Consultant.

3.2 DEMOLITION

A. Conduct demolition to minimize interference with adjacent and occupied building areas.

B. Cease operations immediately when structure appears to be in danger and notify FDOT or Authorized Consultant.

C. Disconnect, remove, cap and identify designated utilities within demolition areas.

D. Demolish in orderly and careful manner. Protect existing improvements and supporting structural members.

E. Carefully remove building components indicated to be reused.

1. Disassemble components as required to permit removal.

2. Package small and loose parts to avoid loss.

3. Mark components and packaged parts to permit reinstallation.

4. Store components, protected from construction operations, until reinstalled.

F. Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site.

G. Remove materials as Work progresses. Upon completion of Work, leave areas in clean condition.

H. Remove temporary Work.

END OF SECTION

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SECTION 02225

MINOR DEMOLITION FOR REMODELING

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolishing designated building equipment and fixtures.

2. Demolishing designated construction.

3. Cutting and alterations for completion of the Work.

4. Removing designated items for reuse.

5. Protecting items designated to remain.

6. Removing demolished materials.

1.2 SUBMITTALS

A. Section 01340 Shop Drawings, Product Data and Samples: Requirements for submittals.

B. Describe demolition removal procedures and schedule.

C. Shop Drawings:

1. Indicate demolition and removal sequence.

2. Indicate location of items designated for reuse.

3. Indicate location and construction of temporary work.

1.3 CLOSEOUT SUBMITTALS

A. Section 01700 – Project Closeout: Requirements for submittals.

B. Project Record Documents: Accurately record actual locations of capped utilities and subsurface obstructions.

C. Operation and Maintenance Data: Submit description of system, inspection data, and parts lists.

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1.4 QUALITY ASSURANCE

A. Conform to applicable code for demolition work, dust control and products requiring electrical disconnection and re-connection.

B. Conform to applicable code for procedures when hazardous or contaminated materials are discovered.

C. Obtain required permits from authorities having jurisdiction.

1.5 PRE-INSTALLATION MEETINGS

A. Division 1 – General Requirements.

B. Convene minimum one week prior to commencing work of this section.

1.6 SCHEDULING

A. Division 1 – General Requirements - Administrative Requirements, Requirements for scheduling.

B. Schedule Work to coincide with new construction.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 PREPARATION

A. Notify affected utility companies before starting work and comply with their requirements.

B. Mark location and termination of utilities.

C. Erect, and maintain temporary barriers and security devices, including warning signs and lights, and similar measures, for protection of the public and existing improvements indicated to remain.

D. Erect and maintain weatherproof closures for exterior openings.

E. Erect and maintain temporary partitions to prevent spread of dust, odors and noise.

F. Prevent movement of structure; provide temporary bracing and shoring required to ensure safety of existing structure.

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G. Provide appropriate temporary signage including signage for exit or building egress.

H. Do not close or obstruct building egress path.

I. Do not disable or disrupt building fire or life safety systems without 3 days prior written notice to FDOT or Authorized Consultant.

3.2 DEMOLITION

A. Conduct demolition to minimize interference with adjacent and occupied building areas.

B. Cease operations immediately when structure appears to be in danger and notify FDOT or Authorized Consultant.

C. Disconnect, remove, cap and identify designated utilities within demolition areas.

D. Demolish in orderly and careful manner. Protect existing improvements and supporting structural members.

E. Carefully remove building components indicated to be reused.

1. Disassemble components as required to permit removal.

2. Package small and loose parts to avoid loss.

3. Mark components and packaged parts to permit reinstallation.

4. Store components, protected from construction operations, until reinstalled.

F. Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site.

G. Remove materials as Work progresses. Upon completion of Work, leave areas in clean condition.

H. Remove temporary Work.

END OF SECTION

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SECTION 09200

STUCCO

PART 1 GENERAL

1.1 SUMMARY

A. Description of Work:

1. Extent of Portland Cement Plaster Work as shown on Drawings and in Schedules.

2. Type of Portland Cement Plaster and associated materials include exterior Portland Cement Plaster, Metal Framing and Lathing. (ASTM C150).

1.2 QUALITY ASSURANCE

A. American Society for Testing and Materials:

1. ASTM C 150-86 “Standard Specification for Portland Cement”.

2. ASTM C 91-89 “Standard Specification for Masonry Cement”.

3. ASTM C 144-87 “Standard Specification for Aggregate for Masonry Mortar”.

B. American National Standard Institute:

1. ASTM C 926 – Standard Specification for Application of Portland Cement Plaster.

2. ASTM C 1063 – Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement Based Plaster.

C. Portland, Cement Association “Plaster’s manual”.

D. Allowable Tolerances: For flat surfaces, do not exceed ¼” in 8’-0” for bow or warp of surface, and for plumb or level.

E. Single Source Responsibility: Obtain materials for Portland Cement Plaster from a single source for each type of material required to ensure consistency in quality of performance and appearance.

1.3 PRODUCT HANDLING

A. Delivery and Storage of Materials: Except for sand and water, deliver materials to the site in sealed containers or bags fully identified with manufacturer’s name,

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brand, type and grade. Store materials inside in a dry, well ventilated space, under cover off the ground, protected from weather, surface contamination aging, corrosion, damage from construction traffic and deterioration.

1.4 JOB CONDITIONS

A. VENDOR must examine surfaces to receive Portland cement stucco, including grounds and other accessories, which act as grounds or screeds. Do not proceed with the work until unsatisfactory conditions have been corrected.

B. Warm Weather Requirements: Protect stucco against uneven and excessive evaporation and from strong flows of dry air both natural and artificial. Apply and cure stucco as required by climatic and job conditions to prevent dry-out during cure period. Provide suitable coverings, moist curing, barriers to deflect sunlight and wind, or combinations of these, as required.

C. Protect contiguous work from soiling, spattering, moisture deterioration and other harmful effects, which might result from plastering.

D. Environmental Requirements: Comply with requirements of referenced plaster application standards and recommendations of the plaster manufacturer for environmental conditions before, during and after application of plaster.

1.5 SUBMITTALS

A. Submit properly identified manufacturer’s literature including material specifications, printed mixing and application directions and other data as may be required to show compliance with the specifications.

B. Material Certificates: Submit producer’s certificate for each kind of plaster aggregate indicated, evidencing that materials comply with requirements.

C. Test Reports: Provide test reports from an independent laboratory certifying that cement, sand aggregate and other stucco mix components are free from contaminates and low in alkalinity.

D. Samples: Provide 4ft x 4ft field sample illustrating finish color and texture.

PART 2 PRODUCTS

2.1 STUCCO MATERIALS

A. General: Except as otherwise indicated, provide standard products recommended by the manufacturer for the application indicated, complying with ASTM C 926, and provide either neat or ready-mixed (where available) at Installer’s option.

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B. Scratch-Coat and Brown-Coat Lime: ASTM C 206, special finishing hydrated lime, known as type S.

C. Scratch-Coat and Brown-Coat Aggregate: Sand ASTM C 926.

D. Portland Cement Plastering Materials:

1. Base Coat Cements: Portland Cement – ASTM C 150, Type 1

2. Finish Coat Cement:

a. Portland Cement – ASTM C 150, Type 1.

b. Cement Color: Gray.

3. Lime: Special hydrated lime for finishing purposes, ASTM C 206 (non air-entrained), Type S, or special hydrated lime for masonry purposes, ASTM C 207, Type S.

4. Aggregate: C 897-96 sand within the following limits:

Sieve Size Percent retained/Natural Sand

No. 4 0

No. 8 0 to 10

No. 16 10 to 40

No. 30 30 to 65

No. 50 70 to 90

No. 100 95 to 100

No. 200 97 to 100

5. Water for mixing and curing Portland Cement plaster, Potable free of contaminations such as alkali, acids, organic matter, salts, oils or other deleterious materials.

E. Portland Cement Plaster Mixes (Comply with ASTM C 926).

1. Concrete and Masonry – Three (3) Coat Work:

a. Prep Coat at Concrete Surfaces only: mix bonding agent and Portland cement to create a slurry mixture. Do not add water.

b. Scratch Coat: 1 bag Portland Cement, ½ bag hydrated lime, 20 to 25 shovels of sand (3.3 – 4.2 cubic feet of sand), glass fibers (quantity as recommended by manufacturer), water mixed with 1 part Acrylic Admixture to 3 parts water.

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c. Brown Coat: 1 bad Portland Cement, ½ bad hydrated lime, 22-27 shovels of sand (3.6 – 4.5 cubic feet of sand), glass fibers (quantity as recommended by manufacturer), water mixed with 1 part Acrylic Admixture to 3 parts water.

d. Masonry Cement S: 18-24 shovels of sand (3-4 cubic feet of sand) water mixed with 1 part Acrylic Admixture to 3 parts water.

e. Finish Coat: 1 bag of Portland Cement, ½ bag hydrated lime, 22 – 27 shovels of sand (3.6 to 4.5 cubic feet of sand), water mixed with 1 part Acrylic Admixture to 3 parts water.

2. Wire Lath – Three (3) Coat Work:

a. Scratch Coat: 1 bag Portland Cement, ½ bag hydrated lime, 18 to 22 shovels of sand (3 – 3.5 cubic feet of sand), glass fibers (quantity as recommended by manufacturer), water mixed with 1 part Acrylic Admixture to 3 parts water.

b. Brown Coat: 1 bag Portland Cement, ½ bag hydrated lime, 22-27 shovels of sand (3.6 – 4.5 cubic feet of sand), glass fibers (quantity as recommended by manufacture), water mixed with 1 part Acrylic Admixture to 3 parts water.

c. Masonry Cement S: 18-24 shovels of sand (3-4 cubic feet of sand) water mixed with 1 part Acrylic Admixture to 3 parts water.

d. Finish Coat: 1 bag of Portland Cement, ½ bag hydrated lime, 22 – 27 shovels of sand (3.6 to 4.5 cubic feet of sand), water mixed with 1 part Acrylic Admixture to 3 parts water.

3. Mixing:

a. Mechanically mix cementations and aggregate materials for plasters to comply with applicable referenced standard and with recommendations of plaster manufacturer – do not retemper mixes after the initial set has occurred.

F. Bonding Compounds and Admixtures:

1. Exterior Applications:

a. Liquid acrylic polymer and modifier

H. Fibers: ½ inch nominal length glass fibers meeting requirements of ASTM C1116.

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2.2 METAL LATHING MATERIALS

A. Hardware Cloth: One-fourth (1/4) inch galvanized woven wire mesh.

B. Expanded Metal Lath: ASTM C847, galvanized diamond mesh, paper backed.

C. Lath Attachment Devices: Devices of material and type required by referenced standards and recommended by lath manufacturer for secure attachment of lath to substrate.

2.3 METAL PLASTERING ACCESSORIES AND REINFORCEMENT

A. Exterior: At all external corners, utilize embedded wire reinforcement. All other control joints, articulation joints, architectural joints, etc. shall be tooled into the wet stucco.

PART 3 EXECUTION

3.1 SURFACE PREPARATION

A. Concrete Surfaces: Sand blast all concrete to receive stucco, clean off dust, loose particles, form oils and other foreign matter including previously applied bonding agent. Apply prep coat immediately prior to applying scratch coat.

B. Masonry: Dampen excessively dry surfaces for proper adhesion.

3.2 STUCCO APPLICATION

A. Three (3) coat work (on masonry): Apply three (3) coat stucco to concrete and masonry areas; apply prep coat at concrete, total thickness, three-fourths (3/4) inch (match adjacent surface in texture and thickness).

B. Three (3) coat work (on lath): Apply three (3) coat stucco to metal lath; total three-fourth (3/4) inch if applicable, (match adjacent surface in texture and thickness).

3.3 WORKMANSHIP REQUIREMENTS

A. Avoid use of excessive water. Do not retemper plaster. Dampen bases, if required for proper suction. Do not saturate bases and do not apply stucco until visible surface water disappears.

B. Curing: Damp cure each coat for minimum of forty-eight (48) hours using a fine fog water spray.

C. Plaster Application:

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Parcel 160 Cut and Reface State Road 7 Widening Stucco 09200 - 6

1. Apply Portland Cement Plaster in accordance with ASTM C 926 and in accordance with following:

2. Sequence the work to allow for the continuous application of plaster over surfaces, window and door returns, louvers and other features to provide uniform thickness and finishes.

3. Provide Portland Cement Plaster of the thickness to comply with the indicated requirements. Apply scratch and brown coats, where applicable, with a trowel. Back trowel each coat, applying with sufficient force to fill voids, eliminate air bubbles, and promote mechanical bond. Rake scratch coat, horizontal on vertical surfaces, before initial set. Note: Use scraper for scoring the scratch coat in one direction only.

3.4 APPLICATION TO METAL LATH

A. Apply scratch with sufficient pressure to key well into lath. Trowel after initial set and scratch to roughen surface.

B. Apply brown coat after scratch coat has set firm and hard and has been straightened to a true surface without the use of additional water. Leave rough to receive finish coat.

C. Dampen brown coat evenly prior to application of finish coat. Apply finish coat and bring finish coat to a true, even surface finished as applied on approved sample panel.

3.5 FINISHES

A. Finish and thickness to match existing adjacent stucco if applicable.

1. Three coat work on metal lath.

Vertical Surfaces

Scratch coat 1/4”

Brown coat 1/4”

Finish coat 1/4”

3/4”

2. Three coat work on masonry.

Vertical Surfaces

Prep coat at Concrete 1/16”

Scratch coat 3/16” at concrete, 1/4” at masonry

Brown coat 1/4”

Finish coat 1/4”

3/4”

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Parcel 160 Cut and Reface State Road 7 Widening Stucco 09200 - 7

B. Preparations for Plastering:

1. Verify all surfaces to receive plaster are true and plumb. Chip/remove as required and replace masonry where necessary to avoid thickness greater than indicated for finished systems.

2. Patch all masonry joints to provide true flush surfaces to receive plaster.

3. Sand blast all concrete to remove all foreign matter.

4. Install corner beads/fabricated control joints as indicated on Drawings.

5. Apply specified bonding agent with a brush or roller on precast concrete, cast-in-place concrete and dense concrete block (finish block).

C. Installation of Plastering Accessories:

1. General: Comply with referenced lathing and furring installation standards for provision and location of plaster accessories of type indicated. Miter or cope accessories at corners. Attach accessories securely to metal lath by wire-tying only (no fasteners) so as to hold accessories in place and in alignment during plastering. Interrupt metal lath at each plastering accessory.

2. Control joists and drips shall be tooled with a concrete groover.

3. Accessories for Portland Cement Plaster: Install embedded wire reinforcement at all external corners.

D. Curing:

1. Curing in according with ASTM C 926-98 Section 8, Curing and Time Between Coats – Section 8.1, 8.2 Appendix X 1.4.2

Note: Moist curing shall be executed using a nursery fogging nozzle, applying a light mist to the stucco. Do not saturate stucco. Surface shall be free of visible water prior to application of the nest coat of stucco.

2. Prep Coat/Scratch Coat: Moist cure a minimum of 48 hours unless next coat is applied between 4 and 12 hours of installing scratch coat. Maintain finished work in a continuously moist condition indicated by surface having uniform “dark gray” color.

3. Brown Coat: Moist cure a minimum of 48 hours. Maintain finished work in continuously moist condition indicated by surface having uniform “dark gray” color.

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Parcel 160 Cut and Reface State Road 7 Widening Stucco 09200 - 8

4. Finish Coat: Moist cure a minimum of 48 hours after applying finish coat. Maintain finished work in a continuously moist condition indicated by surface having uniform “dark gray” color.

5. Final Cure: Allow a minimum of 21 days before the application of sealer or paint.

E. Relief from Stress:

1. Provide tooled control joints in brown coat immediately after the initial set, in locations indicated on drawings.

F. Repairing:

1. Sounding Surfaces: Sound out all stucco on masonry and poured concrete by tapping the surface. Replace stucco at all hollow sounding surfaces that indicate a non-bonding of substrate.

3.6 CUTTING AND PATCHING

A. Cut, patch, point-up and repair plaster as necessary to accommodate other work and to restore cracks, dents and imperfections. Repair or replace work to dents and imperfections. Repair or replace work to eliminate blisters, buckles, excessive crazing and check cracking, dry-outs, efflorescence, swat-outs and similar defects, including areas of the work which do not comply with specified tolerances, and where bond to the substrate has failed, matching adjacent surfaces.

B. Sand smooth-troweled finishes lightly to remove trowel marks and arises. Match adjacent stucco indicated to remain.

3.7 CLEANING AND PROTECTION

A. Remove temporary protection and enclosure of other work. Promptly remove plaster from doorframes and other surfaces, which are not to be plastered. Repair floors, walls and other surfaces, which have been stained, marred or otherwise damaged during the plastering work. When plastering work is completed, remove unused materials, containers and equipment and clean floor of plaster debris.

B. Provide final protection and maintain conditions, which ensure plasterwork being without damage or deterioration at time of substantial completion. Installer shall advise the VENDOR of requirements for the protection of plaster from deterioration and damage during the remainder of the construction period.

END OF SECTION


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