GRO_FoodSvcFlrgSPECS.pdf

FOOD SERVICE FLOORING 010150 – 1

GREAT ONYX JOB CORPS CCC GENERAL REQUIREMENTS

FOOD SERVICE FLOORING REPLACEMENT

GREAT ONYX JOB CORPS CIVILIAN CONSERVATION CENTER

SECTION 010150

GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. Work for this project requires the Contractor to be responsible for supplying all labor, materials, equipment, utilities, miscellaneous items, freight and delivery and all necessary valid licenses for the work summarized as follows:

Remove existing ceramic floor tile, ceramic cove-base, and underlying VCT tile. The mastic, adhering the ceramic floor tile to the VCT tile contains asbestos per the attached report, and should be abated according to Section 028200 Asbestos Abatement.

Install new 12” x 12” porcelain floor tile, and 4” x 12” porcelain cove-base tile over prepared substrate.

1.2 LOCATION

A. This project is located at the Great Onyx Job Corps Civilian Conservation Center located 45 of miles from Bowling Green, KY, in Warren County. The address is 3115 Ollie Ridge Road, Mammoth Cave, KY 42259. Driving instructions can be obtained from the Center by calling (270) 286-4514.

1.3 PROJECT SCHEDULING

A. Work hours for this project are between 8:00 AM-4:30 PM Monday through Friday.

1.4 POINT OF CONTACT

Center Point of Contact: Aaron Sullivan, (270) 286-1071, joshuasullivan@fs.fed.us .

1.5 USE OF PREMISES

A. Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Government will occupy site and buildings during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the work so as not to interfere with Government's day-to-day operations.

C. Keep driveways, parking areas, loading areas and entrances to buildings clear at all times and available to Government, Government's employees, and emergency vehicles. Do not

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use these areas for parking or storage of materials. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Government and authorities having jurisdiction.

1.6 WORK RESTRICTIONS

A. Smoking is not permitted within the buildings or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes.

1.7 PERMITS (NOT USED)

1.8 SCHEDULE OF ITEMS

A. Schedule of Items: The project Schedule of Items includes several sections to organize the work into Base Items and Optional Items.

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

B. Base Items (BI):

1. Base Item No. 0001 – Flooring Removal and Asbestos Abatement

a. Measurement: This item is measured as a lump sum quantity. The approximate area of flooring to be removed is 3,535 SF; contractors should verify all quantities prior to providing pricing proposals.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to remove all flooring and properly abate asbestos containing materials.

2. Base Item No. 0002 – Tile Flooring

a. Measurement: This item is measured as a lump sum quantity. The approximate area of flooring to be replaced is 3,535 SF; contractors should verify all quantities prior to providing pricing proposals.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to furnish and install all tile flooring and cove-base.

PART 2 – SUBMITTAL PROCEDURES

2.1 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Government approval.

B. Informational Submittals: Written information that does not require Government approval. Submittals may be rejected for not complying with requirements.

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2.2 PROCEDURES

A. Contractor Responsibilities

1. Review each submittal and check for compliance with the Contract Documents.

2. Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

3. Include the following information on label or cover sheet for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. Date of Contractor’s approval.

i. Statement certifying that submittal has been reviewed, checked, and approved by the Contractor for compliance with the Contract Documents.

4. The Government will not review submittals that do not bear Contractor's approval and will return them without action.

5. Unless additional copies are required for final submittal, and unless the CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

6. Only final submittals with mark indicating action taken by Government are to be used for construction.

7. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

B. Processing Time: Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Government will review initial submittal within 10 working days.

Additional time may be needed if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittals: If resubmittal is necessary, it will be processed in same timeframe as initial submittal.

2.3 ACTION SUBMITTALS

A. Prepare and submit Action Submittals required in the Technical Specifications in this contract, if applicable, and as indicated at the end of this subsection.

1. Submit two copies of each submittal, unless otherwise indicated. CO will return one copy. Mark up and retain one returned copy as a Project Record Document.

Electronic submission of PDFs is an acceptable alternative to paper submission.

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B. Collect information into a single submittal for each element of construction and type of product or equipment.

1. Mark each copy of each submittal to show which products and options are applicable.

2. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Required Action Submittals

1. Asbestos Abatement Plan

2. Product Data: refer to technical specifications

2.4 INFORMATIONAL SUBMITTALS

A. Prepare and submit Informational Submittals required in the Technical Specifications in this contract, if applicable, and as indicated at the end of this subsection.

1. Submit one copy of each submittal, unless otherwise indicated. CO will not return copy. Electronic submission of PDFs is an acceptable alternative to paper submission.

2. Provide a statement that includes signature of entity responsible for preparing certification.

B. Required Informational Submittals:

1. Construction Schedule

PART 3 – TEMPORARY FACILITIES AND CONTROLS

3.1 USE OF UTILITIES

A. Utilities: Use of Government existing facilities will be permitted without metering and without payment of use charges, as long as facilities are cleaned and maintained in an acceptable condition. At Substantial Completion, restore these facilities to condition existing before initial use. The following are available for use by the contractor: water, and electrical power services (through September 28, 2018). The following are not available: telephone service.

3.2 SANITARY FACILITIES

A. Sanitary facilities are available for use by the Contractor.

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3.3 STAGING AREAS

A. Coordinate on-site staging and storage requirements with the Center Point of Contact or the Contracting Officer Representative (COR).

3.4 CONSTRUCTION WASTE DISPOSAL FACILITIES

A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.

3.5 SAFETY AND ENVIRONMENTAL PROTECTION

A. Environmental Protection: Contractor shall provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Barricades, Warning Signs, and Lights: Comply with the national or state Manual on Uniform Traffic Control Devices (MUTCD) for erecting structurally adequate barricades, paint with appropriate colors, graphics, and warning signs/lights to inform personnel and public of possible hazard.

C. Fire Protection.

1. Store combustible materials in containers in fire-safe locations.

2. Maintain unobstructed access to fire extinguishers, fire hydrants, fire-protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas.

3. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

PART 4 – EXECUTION REQUIREMENTS

4.1 EXAMINATION

A. Before beginning work, examine areas and document existing conditions. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

B. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

C. Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

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4.2 INSTALLATION

A. Locate the Work and components of the Work accurately, in correct alignment and elevation to fit with existing construction.

B. Make vertical work plumb and make horizontal work level.

C. Install per manufacturer's written instructions and recommendations.

4.3 PROGRESS CLEANING

A. Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Comply with NFPA 241 requirements for removal of combustible waste materials and debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

B. Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted.

4.4 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide protection and maintain conditions that ensure installed Work does not get damaged or deteriorated prior to Substantial Completion.

4.5 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 5 – CLOSEOUT PROCEDURES

5.1 SUBSTANTIAL COMPLETION

A. Definition of Substantial Completion: The Date certified by the CO when construction is sufficiently complete, in accordance with the Contract Documents, so the Government can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents.

B. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

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1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise the CO of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, final certifications, and similar documents.

4. Obtain and submit releases permitting Government unrestricted use of the Work and access to services and utilities.

5. Deliver tools, spare parts, extra materials, and similar items to location designated by Government. Label with manufacturer's name and model number where applicable.

6. Complete startup testing of systems.

7. Submit changeover information related to Government occupancy, use, operation, and maintenance.

8. Complete final cleaning requirements, including touchup painting.

9. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by CO, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

5.2 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit certified copy of CO’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by CO. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

2. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

3. Instruct Government personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will

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notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

5.3 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit two copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

5.4 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

C. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

2. Remove tools, construction equipment, machinery, and surplus material from Project site.

3. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

D. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 010150

FOOD SERVICE FLOORING 024119 - 1

GREAT ONYX JOB CORPS CCC SELECTIVE DEMOLITION

SECTION 024119

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes demolition, cutting, patching, repairs and removal of selected portions of a building, structure, or building system or site components.

B. See Division 2 through 33 Sections for specific requirements and limitations applica-ble to individual parts of the work.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them to Government.

C. Remove and Reinstall: Detach items from existing construction, prepare them for re-use, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and re-installed.

1.3 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, demolished materials shall become Con-tractor's property and shall be removed from Project site.

1.4 SUBMITTALS

A. Provide Informational Submittals as specified in “Submittal Procedures” paragraph in Division 01 Section “General Requirements”.

B. Proposed Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation.

Identify options if proposed measures are later determined to be inadequate.

C. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, includ-ing interruption of utility services.

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D. Predemolition Photographs or Videotape: Show existing conditions of adjoining con-struction and site improvements that might be misconstrued as damage caused by se-lective demolition operations. Submit before Work begins.

E. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

F. Cutting, Patching, and Repair Proposal: Submit a proposal describing procedures at least 10 days before the time cutting and patching will be performed, requesting ap-proval to proceed. Include the following information:

1. Extent: Describe cutting, patching, and repairs operations. Show how the oper-ations will be performed.

2. Dates: Indicate when cutting, patching, and repairs will be performed.

3. Contracting Officer’s (CO) Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later re-quire removal and replacement of unsatisfactory work.

1.5 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with governing EPA notification regulations be-fore beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI A10.6 and NFPA 241.

C. Predemolition Conference: Conduct conference at Project site.

1.6 PROJECT CONDITIONS

A. Government may occupy portions of the building immediately adjacent to selective demolition area. Conduct selective demolition so Government operations will not be disrupted. Provide not less than 72 hours' notice to Contracting Officer (CO) of activi-ties that will affect Government operations.

B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.

C. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Contracting Officer (CO).

D. Government assumes no responsibility for condition of areas to be selectively demol-ished. Conditions existing at time of inspection for bidding purpose will be main-tained by Government as far as practical.

E. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work except where identified.

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1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Contracting Officer (CO). Hazardous materials will be removed by Government under a separate contract.

F. Storage or sale of removed items or materials on-site will not be permitted.

G. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition opera-tions.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties.

PART 2 – PRODUCTS

2.1 REPAIR MATERIALS

A. Use repair materials identical to existing materials.

1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent pos-sible.

2. Use materials whose installed performance equals or surpasses that of existing materials.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Survey existing conditions and correlate with requirements indicated to determine ex-tent of selective demolition required.

B. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged.

C. When unanticipated mechanical, electrical, or structural elements that conflict with in-tended function or design are encountered, investigate and measure the nature and ex-tent of conflict. Promptly submit a written report to CO.

D. Examine surfaces to be cut and patched and conditions under which cutting and patch-ing are to be performed.

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1. Compatibility: Before patching, verify compatibility with and suitability of sub-strates, including compatibility with existing finishes or primers.

2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walk-ways, and other adjacent occupied and used facilities.

1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from COs. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

2. Erect temporary protection, such as walks, fences, railings, canopies, and cov-ered passageways, where required.

3. Protect existing site improvements, appurtenances, and landscaping to remain.

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

C. Temporary Enclosures: Provide temporary enclosures for protection of existing build-ing and construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclo-sure for building exterior.

3.3 POLLUTION CONTROLS

A. Dust Control: Use water mist, temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.

1. Wet mop floors to eliminate trackable dirt and wipe down walls and doors of demolition enclosure. Vacuum carpeted areas.

B. Disposal: Remove and transport debris in a manner that will prevent spillage on adja-cent surfaces and areas.

C. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

3.4 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work with-in limitations of governing regulations.

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1. Neatly cut openings and holes plumb, square, and true to dimensions required.

Use cutting methods least likely to damage construction to remain or adjoining construction.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly.

B. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Government.

4. Transport items to Government storage area designated by CO.

5. Protect items from damage during transport and storage.

C. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

Paint equipment to match new equipment.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by CO, items may be re-moved to a suitable, protected storage location during selective demolition and rein-stalled in their original locations after selective demolition operations are complete.

3.5 CUTTING, PATCHING, AND REPAIRS

A. General:

1. Promptly repair damage to adjacent construction caused by selective demolition operations.

2. Employ skilled workers to perform cutting, patching, and repairs.

B. Protection: Protect existing construction during cutting, patching, and repairs to pre-vent damage. Provide protection from adverse weather conditions for portions of pro-ject that might be exposed during cutting, patching, and repair operations.

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

D. Existing Services: Where existing services are required to be removed, relocated, or abandoned, bypass such services before cutting to minimize interruption of services to occupied areas.

E. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, using methods least likely to damage elements retained or ad-joining construction.

1. Provide temporary support of work to be cut.

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

3. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

4. Proceed with patching after construction operations requiring cutting or repairs are complete.

F. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications.

G. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.

1. Completely fill holes and depressions in existing masonry walls that are to re-main with an approved masonry patching material applied according to manu-facturer's written recommendations.

H. Finishes: Restore exposed finishes of patched areas and extend restoration into ad-joining construction in a manner that eliminates evidence of patching and refinishing.

I. Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair wall surfaces in the space. Provide an even surface of uni-form finish color, texture, and appearance. Remove existing wall coverings and re-place with new materials, if necessary, to achieve uniform color and appearance.

J. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-plane surface of uniform appearance.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Promptly dispose of demolished materials. Do not allow demolished mate-rials to accumulate on-site.

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B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Government property and legally dis-poses of them.

END OF SECTION 024119

FOOD SERVICE FLOORING 028200-1

GREAT ONYX JOB CORPS CCC ASBESTOS ABATEMENT

SECTION 028200

ASBESTOS ABATEMENT

PART 1. GENERAL

1.01 SCOPE OF WORK

A. This section provides for the removal and disposal of asbestos containing flooring material (ACM) in the Food Services Building located at the Great Onyx Job Corps Center, identified per Attachment 03 Facility Asbestos Testing Report.

Building Name ACM Area (SF / LF) or Brief Description B02 Food Service ACM 3,535 SF – mastic sandwiched between ceramic tile and VCT beneath

1.02 PROJECT CONDITIONS

The Contractor shall coordinate all work and work closely with the Forest Service. The Contractor shall notify the Contracting Officer's Representative at least five (5) days in advance of starting operations. Mobilization to project site will be permitted after Notice to Proceed is issued from the Contracting Officer. The Contractor shall advise the Contracting Officer's Representative when it is unsafe for occupancy in and around each building.

1.03 NOTIFICATION

The Contractor shall notify the following agencies in writing a minimum of ten (10) days prior to start of project work:

1. Kentucky Department of Environmental Quality - Air Quality Division, if applicable

2. Environmental Protection Agency (TSCA)

3. Approved Landfill for Disposal of Solid Waste or Hazardous Waste (TBD)

The Contractor shall provide written proof of notifications prior to commencement of abatement work.

The Contractor shall pay all fees that apply to the performance of the work at no additional cost to the Government.

1.04 DOCUMENTATION

Contractor must be able to furnish documentation that all employees are familiar with the following regulations of the U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and the U.S. Environmental Protection Agency (EPA) and any

FOOD SERVICE FLOORING 028200-2

other applicable requirements of the State of Kentucky relating to the health risk involved with the removal and disposal of asbestos and lead base paint containing material:

Federal Regulations

a. U.S. Environmental Protection Agency National Emissions Standards for Hazardous Air Pollutants (NESHAP). (Code of Federal Regulations (CFR) Title 40, Part 61, Subparts A and M).

b. U.S. Department of Labor Occupational Safety and Health Administration (OSHA).

Construction Regulation (Code of Federal Regulation Title 29, Part 1926.1101), and as amended by Code of Federal Regulation (Vol. 51, #119), August 10, 1994, (Vol.

59, #153) and Asbestos Regulations Part 1926.58 Appendices A, B, C, D, E, F and G.

c. Occupational Safety and Health Administration (OSHA) Regulation 1910.1001, Asbestos, Title 29, Part 1910 CFR and as amended by CFR (Vol. 51, 119), June 20, 1986.

d. U.S. Environmental Agency Resource Conservation and Recovery Act (RCRA). (40

CFR 260-265)

e. Guidance for Controlling Asbestos Containing Materials in Buildings (EPA Manual 560/5 -85-024).

1.05 PERSONNEL TRAINING REQUIREMENTS

The Contractor shall be State Certified by the Air Quality Division, if applicable, to work with asbestos in construction, repair, renovation, maintenance, demolition, or salvage activities. The Hazardous Waste Transporter shall have endorsement by the State of Kentucky as a hazardous materials transporter and an appropriate hazardous waste permit issued by the State of Kentucky, if applicable. At the prework meeting the Contractor shall provide proof of the above certifications and permit to the Contracting Officer.

All of the workers who work in the asbestos removal area shall be certified as asbestos workers per EPA-approved course 29 CFR Part 1926 (including respirator fit testing).

Additionally, the Contractor shall provide proof that all workers working within the asbestos abatement area on the project are included in the medical surveillance program per EPA-approved course and 29 CFR Part 1926. The Safety of all persons shall be the sole responsibility of the Contractor.

DESIGNATED COMPETENT PERSON: The Contractor shall designate, in writing, at least one designated competent person (DCP) who will be present at all times while work is in progress. The DCP shall be capable of identifying existing asbestos, tremolite, anthophyllite, or actinolite hazards in the workplace and who has authority to take prompt corrective measures to eliminate them, as specified in 29 CFR 1926.32(f). The duties of the DCP include: controlling entry to and exit from the site; supervising any employee exposure monitoring required by the standard; ensuring that all employees wear the appropriate

FOOD SERVICE FLOORING 028200-3

personal protective equipment, are trained in the use of appropriate methods of exposure control, and use the hygiene facilities and decontamination procedures specified in the standard; and ensuring that engineering controls in use are in proper operating condition and are functioning properly.

1.06 SUBMITTALS

The Contractor shall not proceed with any work until all submittals have been provided and approved by the Contracting Officer. The following submittals shall be provided to the Contracting Officer:

1. Asbestos Abatement Plan. The plan shall describe the planned methods of removal, transportation and disposal of ACM for each location identified. The plan shall also describe how the Contractor will protect workers while performing asbestos abatement activities. Provide Employee Training and Certifications for asbestos abatement workers, as required by Federal, State, or local regulations.

2. Notifications. The Contractor shall provide copies of all notifications, permits, applications, licenses, and like documents required by Federal, State, or local authorities.

3. The Contractor shall obtain an EPA ID No. for the disposal of hazardous waste identified and disposed from this project site.

1.07 AIR MONITORING, SOIL SAMPLING, AND QUALITY CONTROL

The Contractor shall conduct personal air monitoring throughout the entire removal operation. This daily personal air sampling shall be in accordance with OSHA and the Contractor shall provide data and results to the Contracting Officer’s Representative within 72 hours of sampling date.

Personal (Employee's) Air Monitoring: The Contractor shall conduct representative air monitoring, when required, that addresses each employee job duty (scraper, bagger, etc.).

This sampling shall be a combination of eight (8) hour time-weighted average samples and ceiling samples collected in accordance with OSHA protocols. The Forest Service may at anytime sample air for compliance. The Contractor is responsible for any needed sampling and reporting during the work.

1.08 MEASUREMENT AND PAYMENT

Measurement and payment will be included in Item 001 – Flooring Removal & Asbestos Abatement, as shown in the Schedule of Items. Payment shall include full compensation for furnishing all labor, materials, and equipment needed to complete the work in accordance with these specifications and all applicable Federal, State and Local regulations. Payment will also be considered to include compensation for obtaining permits or notifying other agencies.

FOOD SERVICE FLOORING 028200-4

Pay Item Pay Unit

Item (0001) – Flooring Removal & Asbestos Abatement . . . . . . . . . . . . . . . . . . . . . . . . L.S.

PART 2. PRODUCTS

2.01 PERSONNEL PROTECTIVE EQUIPMENT

The Contractor shall provide the following protective clothing, equipment, and supplies:

1. Approved respirators and protective clothing including head, foot, and full body protection in sufficient quantities and adequate sizes for all workers and all official representatives of the Government.

2. Respirators will be of a type approved by NIOSH and OSHA for use during asbestos removal operations.

3. It is the Contractor's responsibility to require that each person (worker or visitor) entering the Work Area wears an approved respirator and protective clothing. There shall be no exceptions to this requirement.

4. Hard-hats, protective eyewear, gloves, rubber boots or other footwear shall be provided as required for workers and authorized visitors. Safety shoes may be required for some activities.

5. Polyethylene bags, or approved equal, used for containing removed asbestos and lead base paint containing materials shall be at least 6 mils thick and sufficiently large for their intended use. These bags should be printed with warning labels per OSHA regulations.

6. All vacuum cleaners must be equipped with new HEPA filters.

7. All tape shall be high quality duct or polyethylene tape. All spray-on adhesives, glue, and other barrier securing material shall be high quality products.

8. Provide and maintain a three-day inventory of protective clothing, respirators, filter cartridges, plastic sheeting of proper size and thickness, duct tape, glue, adhesives, disposable towels, and air filters for the work required and the numbers of workers, visitors, and inspection personnel entering the Work Areas.

PART 3. EXECUTION

All work under this contract shall be in accordance with Federal, State and local regulations.

The Contractor shall take air samples during the project. The Contracting Officer will determine when the project has been satisfactorily completed. The Contractor shall supply all supervision, labor, transportation, materials, operating supplies, air and sampling equipment, shipping, laboratory fees, insurance, permit fees, and all other items, incidental or otherwise, necessary for complete performance of the work.

3.01 WORK AREA PREPARATION

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The Contractor shall perform the following preliminary steps to prepare the Project Sites for asbestos abatement or removal:

1. Signage: Post commercially made caution signs of minimum dimensions 20-inch by 14-inch at each entrance to the work area displaying the following legend with letter sizes and styles of a visibility required by 29 CFR 1926:

DANGER

ASBESTOS

CANCER AND LUNG DISEASE HAZARD

AUTHORIZED PERSONNEL ONLY

RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA

2. Security: Secure the work area from access by unauthorized persons.

3.02 ASBESTOS ABATEMENT OR REMOVAL

The Contractor shall cover the ground or floor with a 6-mil polyethylene drop cloth, or approved equal, prior to beginning any work in this section. Dust shall be kept to a minimum throughout the duration of project work. All ACM shall be completely removed as identified in assessment. Place the ACM waste material and drop cloths in double polyethylene bags, seal, list name of project site, and date. Waste material in double bags shall not be overfilled and must be leak proof.

Contractor shall HEPA vacuum the entire work area after removal of ACM to collect any small chips or pieces that may remain. A post-removal spray shall be applied to all surfaces from which asbestos has been removed. The preparation and application shall be in accordance with the manufacturer's recommendations. The Contractor shall then transport ACM to an approved landfill in Kentucky.

If construction or demolition debris is commingled with asbestos-contaminated debris, it shall be disposed of as asbestos-contaminated debris.

3.02 DELIVERABLES

All landfill receipts, trip tickets, transportation manifests, or other documentation of disposal of ACM shall be provided to the Government as proof of proper disposal. The Contractor’s name, date, time of delivery to the disposal site, and estimated quantity of waste materials shall be listed on the documents.

END OF SECTION

FOOD SERVICE FLOORING 093000 - 1

GREAT ONYX JOB CORPS CCC TILING

SECTION 093000

TILING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Glazed porcelain floor tile.

2. Glazed wall tile.

3. Crack-suppression membrane for thin-set tile installations.

1.2 SUBMITTALS

A. Product Data: For each product indicated, including tile and grout product and color samples.

B. Samples:

1. Each type, composition, color, and finish of tile.

PART 2 - PRODUCTS

2.1 TILE PRODUCTS

A. ANSI Ceramic Tile Standard: Provide Standard grade tile that complies with

ANSI A137.1.

B. Glazed Porcelain Floor Tile 12” x 12”, suitable for wet locations, with the following characteristics:

1. Moisture Absorption = < 0.5%.

2. Breaking Strength = > 275 lbs.

3. MOHS = 8.0.

4. Chemical resistance = Resistant.

5. Abrasion Resistance = 4.

6. Basis of Design:

a. Dal-Tile International Corp., “Hastings Gray”.

C. Glazed Ceramic Wall Tile: 4” x 12”.

1. Moisture Absorption = < 20.0%.

2. Breaking Strength = 120-230 lbs.

3. MOHS = 4.0 – 6.0

4. Chemical resistance = Resistant.

5. Abrasion Resistance = N/A.

6. Basis of Design:

a. Dal-Tile International Corp., “Hastings Gray”.

FOOD SERVICE FLOORING 093000 - 2

D. Accessories: Bullnose, Wall Bullnose, and Wall bullnose Corners as manufactured by the same company as wall and floor tile.

2.2 ACCESSORY MATERIALS

A. Crack-Suppression Membranes for Thin-Set Tile Installations: Manufacturer's stand-ard product that complies with ANSI A118.10.

1. Fabric-Reinforced, Fluid-Applied Product: Liquid-latex rubber with fabric rein-forcement.

a. Available Products:

1) LATICRETE International Inc.; Laticrete 9235 Waterproof Mem-brane.

2) MAPEI Corporation; PRP M19.

3) Summitville Tiles, Inc.; S-9000.

2.3 SETTING AND GROUTING MATERIALS

A. Available Manufacturers:

1. Bostik.

2. Custom Building Products.

3. LATICRETE International Inc.

4. MAPEI Corporation.

5. Summitville Tiles, Inc.

6. TEC Specialty Products Inc.

B. Latex-Portland Cement Mortar (Thin Set): ANSI A118.4.

1. Prepackaged dry-mortar mix containing dry additive to which only water must be added.

2. Prepackaged dry-mortar mix combined with liquid-latex additive.

3. For wall applications, provide nonsagging mortar.

C. Polymer-Modified Tile Grout: ANSI A118.7.

1. Polymer Type: Liquid-latex form for addition to prepackaged dry-grout mix.

2. Color: as selected from manufacturer’s full color range.

2.4 MISCELLANEOUS MATERIALS

A. Elastomeric Sealants: Elastomeric sealants of base polymer and characteristics indi-cated that comply with applicable requirements in Division 7 Section "Joint Sealants."

1. Use sealants that have a VOC content of 250 g/L or less when calculated accord-ing to 40 CFR 59, Subpart D (EPA Method 24).

a. One-Part, Mildew-Resistant Silicone: ASTM C 920; Type S; Grade NS;

Class 25; Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, O; formulated with fungicide, intended for in-service exposures of high humidity and extreme temperatures.

1) Available Products:

a) Dow Corning Corporation; Dow Corning 786.

b) GE Silicones; Sanitary 1700.

FOOD SERVICE FLOORING 093000 - 3

c) Pecora Corporation; Pecora 898 Sanitary Silicone Sealant.

d) Tremco, Inc.; Tremsil 600 White.

B. Trowelable Underlayments and Patching Compounds: Latex-modified, portland ce-ment-based formulation provided or approved by manufacturer of tile-setting materi-als.

C. Metal Edge Strips: Angle or L-shape, stainless steel; ASTM A 666, 300 Series ex-posed-edge material.

D. Grout Sealer: Manufacturer's standard silicone product for sealing grout joints that does not change color or appearance of grout.

PART 3 - EXECUTION

3.1 PREPARATION

A. Remove coatings, including curing compounds and other substances that contain soap, wax, oil, or silicone, that are incompatible with tile-setting materials.

B. Fill cracks, holes, and depressions with trowelable leveling and patching compound according to tile-setting material manufacturer's written instructions.

C. Remove protrusions, bumps, and ridges by sanding or grinding.

D. Blending: For tile exhibiting color variations, use factory blended tile or blend tiles at Project site before installing.

E. Field-Applied Temporary Protective Coating: Where indicated under tile type or needed to prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous film of temporary protective coating, taking care not to coat un-exposed tile surfaces.

3.2 INSTALLATION, GENERAL

A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series "Specifi-cations for Installation of Ceramic Tile" that apply to types of setting and grouting ma-terials and to methods indicated in ceramic tile installation schedules.

B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Com-ply with TCA installation methods indicated in ceramic tile installation schedules.

C. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint align-ments.

FOOD SERVICE FLOORING 093000 - 4

D. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Grind cut edges of tile abutting trim, finish, or built-in items.

Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.

E. Jointing Pattern: Lay tile in grid pattern to match existing. Align joints when adjoin-ing tiles on floor, base, walls, and trim are same size. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise indicated.

F. Expansion Joints: Locate expansion joints and other sealant-filled joints during instal-lation of setting materials, mortar beds, and tile. Do not saw-cut joints after installing tiles.

1. Locate joints in tile surfaces directly above joints in concrete substrates.

2. Prepare joints and apply sealants.

G. Grout tile to comply with requirements of ANSI A108.10, unless otherwise indicated.

1. For chemical-resistant epoxy grouts, comply with ANSI A108.6.

H. Install tile on floors with the following joint widths:

1. 12” x 12” floor tile: 3/8 inch (9.5 mm).

I. Metal Edge Strips: Install where exposed edge of tile flooring meets carpet, wood, or other flooring that finishes flush with top of tile.

J. Install tile on walls with the following joint widths:

1. 4” x 12” bull-nose tile used as perimeter cove-base: 3/8 inch (9.5 mm).

K. Apply grout sealer to cementitious grout joints in tile floors according to grout-sealer manufacturer's written instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer and sealer that has gotten on tile faces by wiping with soft cloth.

3.3 FLOOR TILE INSTALLATION SCHEDULE

A. Interior floor installation on existing concrete with thin-set mortar; TCA F113.

1. Thin-Set Mortar: Latex-portland cement mortar.

2. Grout: Polymer-modified sanded grout.

3.4 WALL TILE INSTALLATION SCHEDULE

A. Interior wall installation over existing concrete masonry walls:

1. Thin-Set Mortar: Latex-portland cement mortar.

2. Grout: Polymer-modified sanded grout.

END OF SECTION 093000