Y23-726_Part_H.pdf

P R O J E C T M A N U A L I N C L U D I N G

S P E C I F I C A T I O N S F O R C O N S T R U C T I O N O F:

Driveway-Access Road Repair

Brandon Coates Community Park

ORANGE COUNTY, FLORIDA

Review Set July 14, 2022

Final Aug. 24, 2022

Access Road Repair OC Brandon Coates Community Park

TABLE OF CONTENTS

TOC- 1

T A B L E O F C O N T E N T S

DIVISION 1 GENERAL REQUIREMENTS

Section 01001 Project Directory Section 01005 Administrative Provisions Section 01010 Summary of the Work Section 01027 Application for Payment Section 01030 Alternates Section 01035 Modification Procedures Section 01040 Project Coordination Section 01045 Cutting & Patching Section 01095 Reference Standards and Defenitions Section 01200 Project Meetings Section 01300 Submittals Section 01380 Construction Photographs Section 01400 Quality Control Services Section 01410 Testing Laboratory Services Section 01500 Temporary Facilities Section 01576 Maintenance of Traffic Section 01580 Project Sign Section 01600 Materials and Equipment Section 01631 Products Substitutions Section 01700 Project Close-out Section 01740 Warranties and Bonds

DIVISION 2 SITE WORK

Section 02110 Site Clearing Section 02200 Earthwork Section 02270 Erosion & Sédimentation Section 02512 Coarse Aggregate

SECTION 01005

ADMINISTRATIVE PROVISIONS

01005-1

PART I GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. Work of this Contract comprises of removing existing gravel-lime rock access driveway and replace with select coarse aggregate base material at Brandon Coates Community Park.

1.02 CONTRACT METHOD

A. Construct the work under a single lump sum contract (or as otherwise defined in bid documents).

1.03 COORDINATION

A. Coordinate work of the various Sections of Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for ac-commodating items installed later.

B. Verify characteristics of elements of interrelated operating equipment are com-patible; coordinate work of various Sections having interdependent responsibili-ties for installing, connecting to and placing in service, such equipment. Differ-ences shall be brought to the Owner’s attention during bid process or remain the responsibility of the Contractor.

C. Coordinate space requirements and installation of items.

D. Coordinate limits of work in the field. Ensure maintenance of traffic, and restora-tion of existing improvements including any curbing, signage, sidewalk, etc. im-pacted by proposed repairs.

1.04 FIELD ENGINEERING SURVEYING

A. Provide field engineering surveying services; establish grades, lines and levels, by use of engineering survey practices recognized as standard by the survey in-dustry. Said work shall be required to be provided by a Professional Land Sur-veyor, registered as such in the State of Florida.

B. Control datum for survey is that shown on Grading and Drainage Plan. Locate and protect control and reference points, per requirements stated in Part F, Arti-cle 6 of the GENERAL CONDITIONS.

1.05 REFERENCE STANDARDS

A. For products specified by association or trade standards, comply with require-ments of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The date of the standard is that in effect when a specified date is specified.

C. Obtain copies of referenced standards listed in individual specification sections.

Maintain copy at job site during progress of the specific work.

END OF SECTION 01005

SECTION 01010

SUMMARY OF WORK

01010-1

PART 1 GENERAL

1.01 RELATED DOCUMENTS

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

1.02 PROJECT DESCRIPTION

A. Performance of all tasks specified in the contract documents shall be the respon-sibility of the contractor unless specified otherwise.

B. Project includes removal and disposal of existing unimproved gravel, lime rock, sand shell, geotextile fabric and geogrid material associated with un-improved access drive to Brandon Coates, and replacement with specified products.

1.03 BUILDING/SITE SECURITY

A. The construction storage area, as designated by the contractor and approved by OCCP, shall be secured by means of a construction fence, located around the entire perimeter of the area designated. This construction fence shall be re-quired to be secure from unwarranted entry at the end of each day.

B. Refer to Section 01500 for specified requirements for construction fence.

1.04 CONTRACTOR USE OF PREMISES

A. General: During the construction period, the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited only by the Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of the project.

B. General: Limited use of the premises to construction activities in areas indicated within the limit of the premises. The Contractor may use designated areas for storage or work areas or any legal purpose.

1. Confine operations to areas within Contract limits indicated on the Draw-ings. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.

2. Keep driveways and entrances serving the premises clear and available to the Owner and the Owners’ employees at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

3. Burial of Waste Materials: Do not dispose of excavated material, ex-cess fill, organic and hazardous material on site, either by burial or by burning.

SECTION 01010

SUMMARY OF WORK

01010-2

1.05 DISTRIBUTION OF RELATED DOCUMENTS

A. The Contractor is solely responsible for the distribution of all related docu-ments/drawings to all appropriate vendors/subcontractors to ensure proper coor-dination of all aspects of the project and its related parts during bidding and con-struction.

PART 2 PRODUCTS

2.01 ASBESTOS FREE MATERIAL

A. Contractor shall provide a written and notarized statement on company letter-head(s) to certify and warrant that ONLY ASBESTOS FREE MATERIALS AND PRODUCTS were provided as required by the Architect in Section 01400, QUALITY CONTROL. Such statement shall be submitted with the final payment request. Final payment shall not be made until such statement is submitted.

Contractor agrees that if materials containing asbestos are subsequently discov-ered at any future time to have been included in the construction, the Contractor shall be liable for all costs related to the redesign or modification of the construc-tion of the project so that materials containing asbestos are removed from the fa-cility. If construction has begun or has been completed pursuant to a design that includes asbestos containing materials, the Contractor shall also be liable for all costs related to the abatement of such asbestos.

PART 3 EXECUTION (Not applicable).

END OF SECTION 01010

SECTION 01027

APPLICATION FOR PAYMENT

01027-1

PART I GENERAL

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

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements governing the Contractor’s Applications for Payment.

B. The Contractor’s Construction Schedule and Submittal Schedule are included in

Section 01300 – SUBMITTALS.

1.03 SCHEDULE OF VALUES

A. Coordinate preparation of the Schedule of Values with preparation of Contractor’s Construction Schedule.

1. Submit the Schedule of Values to the Owner at the earliest feasible date, but in no case later than Preconstruction Meeting. Refer to Section 01200.

2. Sub-Schedules: Where the Work is separated into phases that require separately phased payments, provide sub-schedules showing values correlated with each phase of payment.

B. Format and Content: Use the Project Manual Table of Contents as a guide to establish the format for the Schedule of Values.

1. Identification: Include the following project identification on the Schedule of Values:

a. Project name and location.

b. Name of the Architect

c. Project Number

d. Contractor’s name and address

e. Date of submittal

2. Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each item listed:

a. Generic name

b. Related Specification Section

c. Change Orders (numbers) that have affected value

01027-2

d. Dollar Value

e. Percentage of Contract Sum to the nearest one-hundredth percent, adjusted to total 100 percent

3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports.

Break principal subcontract amounts down into several line items:

a. A value will be given for at least every major specification section

(subsections can logically be grouped together).

b. A single material subcontractor (i.e. sod, window blinds) will not be required to be broken down into labor and material unless it is anticipated the materials will be stored and invoiced prior to installation.

c. Mobilization (move-on, bond, insurance, temporary office and sanitary service installation) shall not exceed 5% of contract price.

4. Round amounts off the nearest whole dollar, the total shall equal the

Contract Sum.

5. For each part of the Work where an Application for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed, provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

6. Margins of Cost: Show line items for indirect costs, and margins on actual costs, only to the extent that such items will be listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including its total cost and proportionate share of general overhead and profit margin.

a. At the Contractors’ option, temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense.

7. Schedule Updating: Update and resubmit the Schedule of Values when

Change Orders or Construction Change Directives result in a change in the contract sum.

1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as reviewed by the Owner representative and paid for by the Owner.

1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the Final Application for Payment involve additional

01027-3 requirements. See items G and H of this section.

B. Payment Application Times: The period of construction work covered by each Application of Payment is the period indicated in the Agreement.

C. Payment Application Forms: Use the County’s most updated form as the form for

Application for Payment. Form given at the Preconstruction Conference.

D. Application Preparation: Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Owner. Incomplete applications will be returned without action.

1. Entries shall match data on the Schedule of Values and Contractors’

Construction Schedule. Use updated schedules if revisions have been made.

2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application.

E. Transmittal: Submit five (5) original executed copies of each Application for

Payment to the Project Manager by means ensuring receipt within 24 hours; one copy shall be complete, including waivers of lien and similar attachments, when required.

1. Transmit each copy with a transmittal form listing attachments, and recording appropriate information related to the application in a manner acceptable to the Project Manager.

F. Payment will be processed once a month. Payment for item will be based on percentage completed as determined and approved by the County Project Manager or invoice for stored materials. Retainage (10%) will be held for all applications.

G. Application for Payment at Substantial Completion: Following issuance of the

Certificate of Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. Application shall also include all items listed in Part H. above.

H. Final Payment Application: Administrative actions and submittals, which must precede or coincide with submittal of the final payment. Application for Payment includes the following:

1. Completion of Project Close-Out requirements

2. Completion of items specified for completion after Substantial

Completion (Punch List)

01027-4

3. Contractor’s release of lien (on Owner’s form)

4. Subcontractor and material supplier release of lien

5. Consent of Surety

6. Power of attorney

7. Asbestos-free letter

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

END OF SECTION 01027

SECTION 01030

ALTERNATES

01030 - 1

SECTION 01030 - ALTERNATES

1.01 SECTION INCLUDES:

A. Submission procedures.

B. Documentation of changes to contract price and contract time.

a. REQUIREMENTS:

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner’s option. Accepted alternates will be identified in the Owner- Contractor Agreement.

1.03 SELECTION AND AWARD OF ALTERNATES:

A. Indicate variation of Bid Price for Alternates described below and listed in Bid Forms a “difference” in Bid Price by adding to or deducting from the base bid price.

B. Alternates are listed in a priority order.

1.04 SCHEDULE OF DEDUCTIVE BID ITEMS:

None

PART 2 – PRODUCTS – (Not Applicable)

PART 3 – EXECUTION – (Not Applicable)

END OF SECTION

SECTION 01035

MODIFICATION PROCEDURES

01035-1

Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

A. This section specifies administrative and procedural requirements for handling and processing Contract modifications.

1.03 MINOR CHANGES IN THE WORK

A. Supplemental instructions authorizing minor changes in the work, not involving an adjustment to the Contract Sum or Contract Time, will be issued by the Project Manager.

1.04 CHANGE ORDER PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Proposed changes in the work that will require adjustment to the Contract Sum or Contract Time will be issued by the Project Manager, with a detailed description of the proposed change and supplemental or revised Drawings and Specifications, if necessary.

1. Proposal requests issued by the Project Manager are for information only.

Do not consider them instruction either to stop work in progress, or to execute the proposed change.

2. Unless otherwise indicated in the proposal request, within 7 days of receipt of the proposal request, submit to the Project Manager from the Owner's review, an estimate of cost necessary to execute the proposed change.

a. Include a list of quantities of products to be purchased and unit costs, along with the total amount of purchases to be made.

Where requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include a statement indicating the effect the proposed change in the work will have on the Contract Time.

d. Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request

01035-2 amount.

B. Contractor-Initiated Change Order Proposal Requests: When latent or other unforeseen conditions in mutual accord with the Owner Representative∋s findings require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect.

1. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time.

2. Include a list of quantities of products to be purchased and unit costs along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Comply with requirements in Section 01631 − Product Substitutions- if the proposed change in the work requires that substitution of one product or system for a product or system not specified.

5. Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request amounts.

1.05 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: When the Owner and Contractor are not in total agreement on the terms of a Change Order Proposal Request, the Project Manager may issue a Construction Change Directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. The Construction Change Directive will contain a complete description of the change in the Work and designate the method to be followed to determine change in the Contract Sum or Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

1.07 CHANGE ORDER PROCEDURES

A. Upon the Owner's approval of a Change Order Proposal Request, the Project

01035-3

Manager will issue a Change Order for signatures of the Owner and Contractor on County's Change Order form, as provided in the Conditions of the Contract.

PART 3 EXECUTION (Not Applicable)

END OF SECTION 01035

SECTION 01040

PROJECT COORDINATION

01040-1

Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

A. This Section specifies administrative and supervisory requirements necessary for project coordination including, but not necessarily limited to:

1. Coordination

2. Administrative and supervisory personnel

3. General installation provisions

4. Cleaning and protection

B. Progress meetings, coordination meetings And Pre-installation conferences are included in Section 01200 ‘Project Meetings’.

C. Requirements for the Contractor’ Construction Schedule are included in Section 01300 ‘Submittals’.

1.03 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specification that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

01040-2

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

B. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required: notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the Owner and separate

Contractors where coordination of their Work is required.

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

1. Preparation of Schedules

2. Installation and removal of temporary facilities

3. Delivery and processing of submittals

4. Progress meetings

5. Project close-out activities

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment (if any) involved in performance of, but not actually incorporated in, the Work.

E. Lack of coordination as specified in this and other sections of the contract documents are in grounds for assessment of back charges and/or termination in order to remediate the situation.

1.04 SUBMITTALS

A. Coordination Drawings: Prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the interrelationship of components shown on separate Shop

Drawings.

01040-3

2. Indicate required installation sequences.

3. Comply with requirements contained in Section Submittals.

B. Staff Names: At the Preconstruction Conference submit a list of the Contractor’s principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list their addresses and telephone numbers.

1. Post copies of the list in the project meeting room, the temporary field office, and each temporary telephone.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.01 GENERAL INSTALLATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Manufacturer’s Instructions: Comply with manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

C. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

D. Provide attachment and connection devices and methods necessary for securing work. Secure work true to line and level. Allow for expansion and building movement.

E. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable choices to Project Manager for final decision.

F. Recheck measurements and dimensions, before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed

01040-4 construction from incompatible material as necessary to prevent deterioration.

H. Coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose.

3.02 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

B. Clean and maintain completed construction as directed by the Project

Manager and as frequently as necessary to ensure its integrity and safety through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where the applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading

2. Excessively high or low temperatures

3. Excessively high or low humidity

4. Air contamination or pollution

5. Water

6. Solvents

7. Chemicals

8. Soiling, staining and corrosion. Rodent and insect infestation

10. Combustion

11. Destructive testing

12. Misalignment

13. Excessive weathering

14. Unprotected storage

15. Improper shipping or handling

16. Theft

17. Vandalism

END OF SECTION 01040

SECTION 01045

CUTTING AND PATCHING

01045-1

Supplementary Conditions and other Division-1 Specification Sections, A. This Section specifies administrative and procedural requirements for cutting and patching.

B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1.03 SUBMITTALS

A. Cutting and Patching Proposal: Where approval of procedures for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal:

1. Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided.

2. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building’s appearance and other significant visual elements.

3. List products to be used and firms or entities that will perform Work.

4. Indicate dates when cutting and patching is to be performed.

5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service.

Indicate how long service will be disrupted.

6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to

01045-2 show how reinforcement is integrated with the original structure.

7. Approval by the Architect to proceed with cutting and patching does not waive the Architect’s right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

1.04 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load carrying capacity or load-deflection ratio.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements.

a. Foundation construction

b. Bearing and retaining walls

c. Structural concrete

d. Structural steel

e. Lintels

f. Timber and primary wood framing

g. Structural decking

h. Miscellaneous structural metals I. Stair systems

j. Exterior curtain wall construction

k. Equipment supports

l. Piping, ductwork, vessels and equipment

B. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems.

a. Shoring, bracing and sheeting

b. Primary operational systems and equipment

c. Air or smoke barriers

d. Water, moisture, or vapor barriers

e. Membranes and flashings

01045-3

f. Fire protection systems

g. Noise and vibration control elements and systems

h. Control systems I. Communication systems

j. Conveying systems

k. Electrical wiring systems

C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would, in the Architect’s opinion, reduce the building’s aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace work cut and patched in a visually unsatisfactory manner.

1. If possible retain the original installer or fabricator to cut and patch the following categories of exposed work, or if it is not possible to engage the original installer or fabricator, engage another recognized experienced and specialized firm:

a. Processed concrete finishes

b. Preformed metal panels

c. Window wall system

d. Stucco and ornamental plaster

e. Acoustical ceilings

f. Carpeting

g. Wall covering

h. HVAC enclosures, cabinets or covers I. Roofing systems

2.01 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect unless otherwise indicated by Architect/Owner. Use materials whose installed performance will equal or

01045-4 surpass that of existing materials.

3.01 INSPECTION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

1. Before proceeding, meet at the site with all parties involved in cutting and patching, including mechanical and electrical trades.

Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

3.02 PREPARATION

A. Temporary Support: Provide temporary support of work to be cut.

B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

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

D. Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them.

3.03 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching.

Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the

01045-5 subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer’s recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a Carborundum saw or diamond core drill.

4. Comply with requirements of applicable Sections of Division-2 where cutting and patching required excavating and backfilling.

5. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

C. Patching: Patch with durable seams that are as invisible as possible.

Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance.

Remove existing floor and wall coverings and replace with new materials if necessary to achieve uniform color and appearance.

01045-6

a. Where patching occurs in a smooth painted surfaces, extend final coat over entire unbroken surfaces containing the patch, after the patched area has received primer and second coat.

3.04 CLEANING

A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged materials to their original condition.

END OF SECTION 01045

SECTION 01095

REFERENCE STANDARDS AND DEFINITIONS

01095-1

1.02 DEFINITIONS

A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. Indicated: The term indicated refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents.

Where terms such as shown, noted, scheduled and specified are used, it is to help the reader locate the reference; no limitation on location is intended.

C. Directed: Terms such as directed, requested, authorized, selected, accepted, required, and permitted mean directed by the Project Manager, requested by the Architect/Project Manager and similar phrases.

D. Approved: This term approved means accepted, where used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract.

E. Regulations: The term Regulations includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work.

F. Furnish: The term furnish is used to mean supply and deliver to the

Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. Install: The term install is used to describe operations at project site including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.

01095-2

H. Provide: The term provide means to furnish and install, complete and ready for the intended use.

I. Installer: An Installer is the Contractor or an entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform.

1. The term experienced, when used with the term Installer, means having a minimum of five previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authority having jurisdiction.

2. Trades: Use of titles such as carpentry is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as carpenter. It also does not imply that requirements specified apply exclusively to trades persons of the corresponding generic name.

J. Project Site is the space available to the Contractor for performance of construction activities, either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built.

K. Testing Laboratories: A testing laboratory is an independent entity engaged to perform specific inspections or tests, either at the Project sites or elsewhere, and to report on and, if required, to interpret results of those inspections or tests.

1.03 SPECIFICATION FORMAT AND CONTENT EXPLANATION

A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16 Division format and MASTER FORMAT numbering system.

B. Specification Content: This Specification uses certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These

01095-3 conventions are explained as follows:

1. Abbreviated Language: Language used in Specifications and other Contract Documents is the abbreviated type. Words and meaning shall be interpreted as appropriate. Words that are implied, but not stated shall be interpolated as the sense required.

Singular words will be interpreted as plural and plural words interpreted as singular where applicable and the context of the Contract Documents so indicates.

2. Imperative and streamlined language is used generally in the

Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the text, for clarity, subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted.

a. The words, shall be shall be included by inference wherever a colon (:) is used within a sentence or phrase.

1.04 INDUSTRY STANDARDS

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

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

C. Conflicting Requirements: Where compliances with two or more standards are specified, and the standards may establish different or conflicting requirements for minimum quantities or quality levels. Refer requirements that are different, but apparently equal, and uncertainties to the Architect for a decision before proceeding.

1. Minimum Quantity or Quality Levels: The quantity of 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. In complying with these requirements, indicated

01095-4 numeric values are minimum or maximum, as appropriate for the context of the requirements. Refer uncertainties to the Architect/Owner for a decision before proceeding.

D. Copies of Standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed for performance of a required construction activity. The Contractor shall obtain copies directly from the publication source or any other authorized source.

E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. See Trade Reference List at the end of this Section refer to the Encyclopedia of Associations, published by Gale Research Co., available in most libraries.

1.05 GOVERNING REGULATIONS/AUTHORITIES

A. The Architect has contacted authorities having jurisdiction where necessary to obtain information necessary the preparation of Contract Documents. Contact authorities having jurisdiction directly for information and decisions having a bearing on the work.

1.06 SUBMITTALS

A. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence, and records established in conjunction with compliance with standards and regulation bearing upon performance of the Work.

1.07 TRADE REFERENCES

01095-5

Acronyms for abbreviations used in the Specifications or other Contract Documents mean the recognized name of the trade association, standards generating organization, authority that have jurisdiction or other entity applicable to the context of the text provision.

AA Aluminum Association

AABC Associated Air Balance Council

AAMA American Architectural Manufacturer=s Association

AAN American Association of Nurserymen

AASHTO American Association of State Highway and Transportation Officials

ACI American Concrete Institute

ACIL American Council of Independent Laboratories

ACPA American Concrete Pipe Association

ADC Air Diffusion Council

AGA American Gas Association

AHA American Hardboard Association

AI Asphalt Institute

AIHA American Industrial Hygiene Association

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

AMCA Air Movement and Control Association

ANSI American National Standards Institute

APA American Plywood Association

ARI Air Conditioning and Refrigeration Institute

01095-6

ASA Acoustical Society of America

ASC Adhesive and Sealant Council

ASHRAE American Society of Heating, Refrigerating, and Air Conditioning

Engineers

ASME American Society of Mechanical Engineers

ASPE American Society of Plumbing Engineers

ASSE American Society of Sanitary Engineers

ASTM American Society of Testing of Materials

AWI Architectural Woodwork Institute

AWPB American Wood Preservers Bureau

AWS American Welding Society

AWWA American Water Works Association

BHMA Builders Hardware Manufacturers Association

CISPI Cast Iron Soil Pipe Institute

CRSI Concrete Reinforcing Steel Institute

DHI Door and Hardware Institute

DLPA Decorative Laminate Products Association

EIMA Exterior Insulation Manufacturers Association

FGMA Flat Glass Marketing Association

FM Factory Mutual Engineering and Research

GA Gypsum Association

ICBO International Conference of Building Officials

01095-7

IEEE Institute of Electrical and Electronic Engineers

IESNA Illuminating Engineering Society of North America

MBMA Metal Building Manufacturer=s Association

ML/SFA Metal Lath/Steel Framing Association

MSS Manufacturers Standardization Society of the Valve and Fittings Industry

NAAMM National Association of Architectural Metal Mfgs.

NAPA National Asphalt Pavement Association

NAPF National Association of Plastic Fabricators (Now DLPA)

NBHA National Builder's Hardware Association (Now DHI)

NCMA National Concrete Masonry Association

NEC National Electric Code

NECA National Electric Contractors Association

NEII National Elevator Industry, Inc.

NFPA National Fire Protection Association

NHLA National Hardwood Lumber Association

NPA National Particle board Association

NPCA National Paint and Coatings Association

NRCA National Roofing Contractors Association

NSF National Sanitation Foundation

NWMA National Woodwork Manufacturers Association (Now NWWDA)

NWWDA National Wood Window and Door Association (Formerly NWMA)

01095-8

PDI Plumbing and Drainage Institute

RFCI Resilient Floor Covering Institute

RMA Rubber Manufacturers Association

SDI Steel Deck Institute

S.D.I. Steel Door Institute

SGCC Safety Glazing Certification Council

SHLMA Southern Hardwood Lumber Manufacturers Association (Now HMA)

SIGMA Sealed Insulating Glass Manufacturers Association

SMACNA Sheet Metal and Air Conditioning Contractor=s National Association

SJI Steel Joist Institute

SPRI Single Ply Roofing Institute

SSPC Steel Structures Painting Council

SWI Steel Window Institute

TCA Tile Council of America

UL Underwriters Laboratories

WCMA Wall Covering Manufacturers Association

WRI Wire Reinforcement Institute

WSFI Wood and Synthetic Flooring Institute

01095-9

1.08 FEDERAL GOVERNMENT AGENCIES

A. Names and titles of federal government standard or Specification producing agencies are frequently abbreviated. The following acronyms or abbreviations referenced in the Contract Documents indicate names of standard of Specification producing agencies of the federal government.

Names and addresses are subject to change but are believed to be, but are not assured to be, accurate and up-to-date as of the date of the Contract Documents.

CE Corps of Engineers

(US Department of the Army) Chief of Engineers - Referral Washington, DC 20314 (202) 272-0660

CFR Code of Federal Regulations

Available from the Government Printing Office North Capitol St. Between G and H Street, NW Washington, DC 20402 (202) 783-3238

(MATERIAL IS USUALLY FIRST PUBLISHED IN THE FEDERAL REGISTER)

CPSC Consumer Product Safety Commission

5401 Westbard Avenue Washington, DC 20816 (800) 638-2772

CS Commercial Standard

(US Department of Commerce) Government Printing Office Washington, DC 20402 (202) 377-2000

DOC Department of Commerce

14th Street and Constitution Ave., NW Washington, DC 20230 (202) 377-2000

DOT Department of Transportation

400 Seventh St., SW Washington, DC 20590 (202) 426-4000

EPA Environmental Protection Agency

401 M. St., SW Washington, DC 20460 (202) 382-2090

01095-10

FAA Federal Aviation Administration (U.S. Department of Transportation) 800 Independence Avenue SW Washington, DC 20590 (202) 366-4000

FCC Federal Communications Commission

1919 M. Street NW Washington, DC 20554 (202) 632-7000

NBS National Bureau of Standards

(U.S. Department of Commerce) Gaithersburg, MD 20899 (301) 921-1000

OSHA Occupational Safety and Health Administration

(U.S. Department of Labor)

Washington, DC 20402 (202) 523-7001

PS Product Standard of NBS

(U.S. Department of Commerce)

Washington, DC 20402 (202) 783-3238

USDA U.S. Department of Agriculture

Independence Avenue Between 12th and 14 Street, SW Washington, DC 20250 (202) 447-8732

(Not Applicable)

END OF SECTION 01095

SECTION 01200

PROJECT MEETINGS

01200-1

A. Drawings and general provisions of the Contract, including General and project meetings including but not limited to:

1. Pre-Construction Conference

2. Pre-Installation Conference

3. Coordination Meetings

4. Progress Meetings

B. Construction schedules are specified in Section 01300 Submittals.

1.03 PRE-CONSTRUCTION CONFERENCE

A. Schedule a pre-construction conference and organizational meeting at the project site or other convenient location no later than 20 days after execution of the agreement and prior to commencement of construction activities. Conduct the meeting to review responsibilities and personnel assignments.

B. Attends: The OWNERS, Representative, the Contractor and its superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the work.

C. Agenda: Discuss items of significance that could affect progress including such topics as:

1. Tentative construction schedule

2. Critical Work sequencing and/coordinating

3. Designation of responsible personnel

4. Procedures for processing field decisions and Change Orders

5. Procedures for processing Applications for Payment

6. Distribution of Contract Documents

01200-2

7. Submittal of Shop Drawings, Product Data and Samples

8. Preparation of record documents

9. Use of the Premises

10. Office, Work and storage areas

11. Equipment deliveries and priorities

12. Safety procedures

13. First aid

14. Security

15. Housekeeping

16. Working hours

D. Contractor must submit at the time of the meeting at least the following items:

1. Schedule of Values

2. Listing of key personnel including project superintendent and subcontractors with their addresses, telephone numbers, and emergency telephone numbers.

3. Preliminary Construction Schedule

4. Submittal Schedule

1.04 PRE-INSTALLATION CONFERENCE

A. Conduct a Pre-installation conference at the site before each construction activity that requires coordination with other construction. The Installer and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise at least 48 hours in advance the Project Manager of scheduled meeting dates.

1. Review the progress of other construction activities and preparations for the particular activity under consideration at each pre-installation conference, including requirements for:

a. Contract Documents

b. Options

c. Related Change Orders

d. Purchases

e. Deliveries

f. Shop Drawings, Product Data and Quality Control Samples

g. Possible conflicts

h. Compatibility problems

01200-3

I. Time schedules

j. Weather limitations

k. Manufacturer's recommendations

l. Comparability of materials

m. Acceptability of substrates

n. Temporary facilities

o. Space and access limitations

p. Governing regulations

q. Safety

r. Inspection and testing requirements

s. Required performance results

t. Recording requirements

u. Protection

2. Record significant discussions and agreements and disagreements of each conference along with and approved schedule. Distribute the record of the meeting to everyone concerned promptly including the Owner and Architect.

3. Do not proceed if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date.

1.05 COORDINATION MEETINGS

A. Conduct project coordination meeting at weekly intervals on day and time as established by the Project Manager or more frequently, if necessary convenient for all parties involved. Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special pre-installation meetings.

B. Request representation at each meeting by every party currently involved in coordination…