Attachment_1_-_Project_Specifications_-_Culinary_Arts_Buildout.pdf

United States Department of Agriculture

Forest Service

Southern Region

Pine Knot Job Corps Civilian Conservation Center

Daniel Boone National Forest

January 2017

Culinary Arts Buildout

Construction Specifications

Attachment 1

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CULINARY ARTS BUILDOUT 001500 – 1

PINE KNOT JOB CORPS CCC LIST OF DRAWINGS AND SPECIFICATIONS

SECTION 001500

PINE KNOT JOB CORPS CCC

CULINARY ARTS BUILDOUT

LIST OF DRAWINGS AND SPECIFICATIONS

PART 1 – GENERAL

1.1 DESCRIPTION

A. List of Contract Drawings:

1. Index of Sheets:

T1.0 Title Sheet T1.1 Drawing Index Sheet U1.1 Utility Site Plan U1.2 Photographs U2.1 Utility Details U2.2 Grease Trap and Lift Station Details A0.1 Code Analysis A0.2 Code Analysis A0.3 Code Analysis, Legend, and Abbreviations A1.1 Floor Plan A1.2 Equipment Plan A2.1 North and East Elevations A2.2 South and West Elevations A3.1 Restroom Sections A4.1 Details and Sections A4.2 Miscellaneous Details A4.3 Wash Area Guard Rail Details A4.4 Wash Area Privacy Fence Details A4.5 West Egress Landing and Stairs Details A5.1 Schedules and Sections A6.1 Photographs A6.2 Exterior Photographs S0.1 Details S0.2 Details S1 General Notes Reference Only Drawing S2 General Notes Reference Only Drawing S3 General Notes Reference Only Drawing S4 Foundation Plan Reference Only Drawing S5 Floor Framing Plan Reference Only Drawing S6 Roof framing Plan Reference Only Drawing S7 Foundation & Floor Details Reference Only Drawing S8 Foundation & Floor Details Reference Only Drawing S9 Details Reference Only Drawing S10 Wood Details Reference Only Drawing

CULINARY ARTS BUILDOUT 001500 – 2

S11 Wood Details Reference Only Drawing S12 Wood Details Reference Only Drawing S13 Wood Details Reference Only Drawing P0.1 Plumbing Legend, Schedules, and Notes P1.1 Crawlspace Plumbing Plan P1.2 First Floor Plumbing Plan P2.1 Plumbing Isometrics M2.2 Plumbing Details and Photographs M0.1 HVAC Legend and Schedules M0.2 Schedules M1.1 Crawlspace HVAC Plan M1.2 First Floor HVAC Plan M2.1 HVAC Details and Photographs M2.2 Details E0.1 Electrical Legend and Abbreviations E0.2 Schedules, Photographs, Details and One Line Diagram E0.3 Equipment Connection Schedule E1.0 Crawlspace Power, Fire Detection, and Lighting Plan E1.1 First Floor Power and Communication Plan E1.2 First Floor Lighting and Fire Detection Plan E1.3 Attic Lighting and Fire Detection Plan E2.1 Panelboard Schedules

55 Total Plan Sheets in this Contract

B. List of Contract Specifications

1. Index of Specifications

DIVISION 1 - GENERAL REQUIREMENTS

Section 001500 List of Drawings and Specifications Section 010150 General Requirements

DIVISION 3 – CONCRETE

Section 033000 Cast-In-Place Concrete

DIVISION 5 – METALS

Section 055000 Metal Fabrications Section 055213 Pipe and Tube Railings

DIVISION 6 – WOOD AND PLASTICS

Section 061000 Rough Carpentry Section 061600 Sheathing

CULINARY ARTS BUILDOUT 001500 – 3

Section 062023 Interior Finish Carpentry Section 064023 Interior Architectural Woodwork

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

Section 071930 Plastic Vapor Barrier/Retarders Section 072100 Thermal Insulation Section 078413 Penetration Firestopping Section 079200 Joint Sealants

DIVISION 8 – DOORS AND WINDOWS

Section 081113 Hollow Metal Frames and Doors Section 081416 Flush Wood Doors Section 083113 Access Doors and Frames Section 083800 Special Doors Section 087100 Door Hardware Section 088000 Glazing

DIVISION 9 – FINISHES

Section 092900 Gypsum Board Section 096720 Seamless Flooring System Section 097200 Vinyl Wall Covering Section 099100 Painting

DIVISION 10 – SPECIALTIES

Section 101423 Panel Signage Section 102113 Plastic Toilet Compartments Section 102800 Toilet, Bath, and Laundry Accessories Section 104416 Fire Extinguishers

DIVISION 22 – PLUMBING

Section 220500 Common Work Results for Plumbing Section 220529 Hangers and Supports for Plumbing Piping and Equipment Section 220700 Pipe Insulation Section 221116 Domestic Water Piping Section 221119 Domestic Water Piping Specialties Section 221313 Facility Sanitary Sewers Section 221316 Sanitary Waste and Vent Piping Section 221319 Sanitary Interceptors Section 221329 Lift Stations Section 224000 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

CULINARY ARTS BUILDOUT 001500 – 4

Section 230050 Common Work Results for HVAC Section 230529 Hangers and Supports for HVAC Piping and Equipment Section 230593 Testing, Adjusting, and Balancing Section 230700 HVAC Insulation Section 230900 Instrumentation and Controls for HVAC Section 231123 Facility Natural-Gas Piping Section 233113 Metal Ducts Section 233300 Air Duct Accessories Section 233450 Fans Section 233713 Diffusers, Grilles, and Relief Hoods Section 233813 Commercial Kitchen Hoods Section 237413 Packaged, Outdoor, Central-Station Air-

Handling Units

Section 237433 Packaged, Outdoor, Makeup Air Unit Section 238126 Ductless Split Air Conditioning Units

DIVISION 26 – ELECTRICAL

Section 260100 Common Work Results for Electrical Section 260500 Conductors, Cables, and Raceways Section 260526 Grounding and Bonding Section 260553 Identification for Electrical Systems Section 262210 Electrical Service Section 262416 Panelboards Section 262726 Wiring Devices Section 262813 Fuses Section 262816 Enclosed Switches and Circuit Breakers Section 264313 Surge Protection Devices Section 265100 Lighting

DIVISION 27 – COMMUNICATIONS

Section 270100 Voice and Data Communication Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section 283100 Fire Detection and Alarm

DIVISION 31 – EARTHWORK

Section 312250 Earthworks Section 312317 Trenching, Bedding, and Backfill for Utilities

C. Appendix

Structural Report

CULINARY ARTS BUILDOUT 010150 – 1

PINE KNOT JOB CORPS CCC GENERAL REQUIREMENTS

SECTION 010150

GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. Over the last several years, Pine Knot Job Corps students have been constructing the Culinary Arts building as part of the building trade educational program. Their effort concentrated on the building shell and interior framing. A separate government contract (work not included in this contract) will be issued to complete the building shell including associated brick work, roofing, exterior trim, and exterior doors.

B. 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 and permits for the work associated with the following:

1. Complete interior architectural components, interior building finishes, structural elements, exterior doors, and minor brick work.

2. Utility systems.

3. Plumbing, mechanical, and electrical systems and associated concrete pads and concrete openings.

4. Landings, stairs, railings, fencing, and associated landscape modifications.

C. Refer to the structural report at the end of the specifications for current building conditions and additional structural deficiencies to be include with the architectural components.

D. This project is located at the Pine Knot Job Corps Center in Pine Knot, Kentucky. The address is P.O. Box 1990, 132 Job Corps Road, Pine Knot, KY 42635.

1.2 GENERAL SITE CONDITIONS AND WEATHER

A. The elevation of the site is approximately 1,400 feet above sea level. Summers and winters are generally mild. The site can experience moderate snowfall/ice and heavy rains.

1.3 USE OF PREMISES

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

B. Full Government Occupancy: Government will occupy site and surrounding 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.

CULINARY ARTS BUILDOUT 010150 – 2

C. Driveways and Entrances: Keep driveways, parking areas, loading areas and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not 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. Schedule deliveries to minimize use of driveways and entrances.

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

1.4 WORK RESTRICTIONS

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

1.5 CONTRACTOR’S RESPONSIBILITIES

A. Confine storage of materials to areas as approved by the CO.

B. Provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

1.6 FIELD VERIFICATION

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

1.7 PERMITS

A. State Electrical Inspection is required for this project. Obtain permits for electrical work if the State Electrical Inspector requires a permit to do the inspection.

PART 2 – DEFINITION OF ITEMS AND PAYMENT

2.1 DESCRIPTION

A. This section explains what is and what is not included in each pay item; the limits or cut-off points where one item ends and another begins; and basis of payment for work items listed in the Schedule of Items.

B. Payment: For each individual item listed here and in the Schedule of Items, payment shall be full compensation for all work related to the particular item in accordance with these specifications, and as shown on the drawings.

2.2 SCHEDULE OF ITEMS

CULINARY ARTS BUILDOUT 010150 – 3

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.

3. Optional Items will be awarded based on available project funding. The Optional

Items are not listed in priority order and may be awarded in any combination of individual items.

B. Base Items (BI):

1. Base Item No. 1 – Utilities

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, mobilization, demobilization, and incidentals for building utilities exterior to the building and up to an accessible termination point within the building/crawlspace; including piping, conduit and conductors, trenching and backfill, lift station, grease trap, gas shutoff valve, CT cabinet, 800 amp disconnect, and junction box, associated concrete paving removal/installation and landscape modifications to permit utility installation.

C. Optional Items (OI):

1. Optional Item No. 1 – MEP

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, mobilization, demobilization, and incidentals for plumbing, mechanical, and electrical systems in the building, including concrete equipment pads, associated roof curb/flashing, and building openings.

2. Optional Item No. 2 – Building Finishes

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, mobilization, demobilization, and incidentals to complete building construction including remaining framing, insulation, interior building finishes and equipment, structural elements, exterior doors, and minor brick work.

3. Optional Item No. 3 – Exterior Construction

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, mobilization, demobilization, and incidentals for exterior construction items including concrete landings, stairs, railing, fencing, and associated landscape modifications.

PART 3 – ACCIDENT PREVENTION

3.1 DESCRIPTION

CULINARY ARTS BUILDOUT 010150 – 4

A. This section consists of establishing an effective accident prevention plan and providing a safe environment for personnel and visitors.

3.2 SUBMITTALS

A. Accident Prevention Plan: Before on-site work begins, submit a company approved accident prevention plan. This plan will be posted in the contract file. Design the plan to address Federal, State, and Local Occupational Safety and Health requirements that apply to this project. Notice to proceed will not be made until the plan is received. As a minimum the plan shall include:

1. Name, position title and contact information of company executive responsible for approving the Accident Prevention Plan.

2. Name and contact information of supervisor responsible to carry out the plan.

3. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

4. Contingency plans for emergency situations such as medical, fire, hazard material spills and other contract assessed hazard prevention and abatement requirement needs that apply to this project.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

C. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

D. Submit a brief report of safety meetings and of inspections.

E. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

3.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions: In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees: Ensure employees are physically qualified to perform assigned duties in a safe manner.

3.4 ACCIDENT REPORTING

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of

CULINARY ARTS BUILDOUT 010150 – 5

$100, and fires. Within 7 calendar days of a reportable accident, fill out and forward to the CO a CA-1 form, which may be obtained from CO.

B. All Other Accidents: Report all other accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.

3.5 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the type of construction at the site.

3.6 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

3.7 EMERGENCY INSTRUCTIONS

A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

3.8 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition.

Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

3.9 SAFETY MEETINGS

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

3.10 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. The CO will designate a hard hat area. Post the hard hat area in a manner satisfactory to the CO.

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. As a minimum, provide two hard hats for use by visitors. Change liners before reissuing hats.

3.11 TRAINING

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

CULINARY ARTS BUILDOUT 010150 – 6

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

PART 4 – SUBMITTAL PROCEDURES

4.1 DESCRIPTION

A. This section includes administrative and procedural requirements for submittals.

4.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Contracting Officer’s (CO's) responsive action.

B. Informational Submittals: Written information that does not require CO's approval.

Submittals may be rejected for not complying with requirements.

4.3 PROCEDURES

A. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 10 working days for initial review of each submittal. Allow additional time 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. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 10 working days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

B. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 2 by 3 inches on label or beside title block to record

Contractor's review and approval markings and action taken by CO.

3. Include the following information on label 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.

CULINARY ARTS BUILDOUT 010150 – 7

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. Other necessary identification.

C. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

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

E. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

F. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

G. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

H. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

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

4.4 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

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

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

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

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

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

CULINARY ARTS BUILDOUT 010150 – 8

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.

4.5 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

B. Contractor's Construction Schedule: Provide a construction schedule.

C. Cost Breakdown: Following award provide a cost breakdown schedule listing main types of work with associated costs for each bid item.

PART 5 – TEMPORARY FACILITIES AND CONTROLS

5.1 DESCRIPTION

A. This section consists of requirements for temporary facilities and controls, including utilities, support facilities, and security and protection facilities.

5.2 UTILITIES

A. Water Service: Use of Government existing water service facilities will be permitted without metering and without payment of use charges, as long as facilities are cleaned and maintained in a condition acceptable to CO. At Substantial Completion, restore these facilities to condition existing before initial use.

B. Sanitary Facilities: Use of Government sanitary facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to CO. At Substantial Completion, restore these facilities to condition existing before initial use.

C. Electric Power and Lighting Service: Use of Government's existing electric power and lighting service will be permitted without metering and without payment of use charges, as long as equipment is maintained in a condition acceptable to CO.

D. Telephone Service: The Contractor is responsible for providing telephone service deemed necessary for the duration of the construction.

CULINARY ARTS BUILDOUT 010150 – 9

5.3 STORAGE AREAS

A. Coordinate on-site storage requirements with the Contracting Officer.

5.4 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.

5.5 SUPPORT FACILITIES INSTALLATION

A. Locate temporary construction and support facilities for easy access.

5.6 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: 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. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near Project site.

B. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and public of possible hazard. Where appropriate and needed, provide lighting, including flashing red or amber lights.

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 6 – EXECUTION REQUIREMENTS

6.1 DESCRIPTION

A. This section consists of general procedural requirements governing execution of the Work including, but not limited to, the following:

1. General installation of products.

2. Progress cleaning.

3. Protection of installed construction.

4. Correction of the Work.

CULINARY ARTS BUILDOUT 010150 – 10

6.2 EXAMINATION

A. Existing Conditions: Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work.

B. Acceptance of Conditions: Examine areas, and conditions, with Installer. Record observations.

1. Examine roughing-in for electrical systems to verify actual locations of connections before equipment and fixture installation.

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

Proceeding with the Work indicates acceptance of surfaces and conditions.

6.3 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly.

B. Review of Contract Documents and Field Conditions: 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.

6.4 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

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

B. Comply with manufacturer's written instructions and recommendations for installing products.

C. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

6.5 PROGRESS CLEANING

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

1. Comply with requirements in NFPA 241 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).

3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.

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B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

D. Waste Disposal: Burying or burning waste materials on-site will not be permitted.

Washing waste materials down sewers or into waterways will not be permitted.

6.6 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

6.7 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 7 – WASTE MANAGEMENT AND RECYCLING

7.1 DESCRIPTION

A. This Section consists of administrative and procedural requirements for recycling and disposal of nonhazardous waste.

7.2 GENERAL

A. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste disposal.

B. Identify anticipated types of waste generated and determine whether it will be recycled or disposed.

7.3 RECYCLING WASTE

A. The contractor is encouraged to recycle waste materials where possible. Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to the Contractor.

B. Remove, recover, and reclaim refrigerant from air conditioning equipment being removed in accordance with Section 608 of the Clean Air Act of 1990 as amended, including final regulations.

C. Provide marked containers or bins for controlling recyclable waste.

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D. Separate recyclable waste from other waste materials, trash, and debris.

E. Remove recyclable waste from the property and transport to recycling receiver or processor.

PART 8 – OPERATIONS AND MAINTENANCE MANUALS

8.1 DESCRIPTION

A. This Section consists of administrative and procedural requirements for operation and maintenance manuals.

8.2 SUBMITTALS

A. Submit two manuals in final form at least 15 working days before final inspection.

8.3 OPERATION AND MAINTENANCE MANUALS

A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

Include operation and maintenance data required in individual Specification Sections and as follows:

1. Operation Data: Include emergency instructions and procedures, system and equipment descriptions, operating procedures, and sequence of operations.

2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance procedures, maintenance and service schedules for preventive and routine maintenance, and copies of warranties and bonds.

B. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain a title page, table of contents, and manual contents.

C. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:

1. Subject matter included in manual.

2. Name and address of Project.

3. Name and address of Job Corps.

4. Date of submittal.

5. Name, address, and telephone number of Contractor.

6. Cross-reference to related systems in other operation and maintenance manuals.

D. Table of Contents: List each product included in manual, identified by product name, indexed to content of volume, and cross-referenced to Specification Section.

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E. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder.

1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1/2-by-11-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets.

a. Identify each binder on front and spine, with printed title "OPERATION

AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple-volume sets.

2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual.

3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment.

4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.

a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts.

b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations.

F. Content: Include operation and maintenance data required in individual Specification Sections and equipment descriptions, operating standards, operating procedures, operating logs, wiring and control diagrams, and license requirements.

G. Descriptions: Include the following:

1. Product name and model number.

2. Manufacturer's name.

3. Equipment identification with serial number of each component.

4. Equipment function.

5. Operating characteristics.

6. Performance curves.

7. Engineering data and tests.

8. Complete nomenclature and number of replacement parts.

H. Source Information: For each product, list name, address, and telephone number of Installer or supplier.

CULINARY ARTS BUILDOUT 010150 – 14

I. Operating Procedures: Include startup, break-in, and control procedures; stopping and normal shutdown instructions; routine, normal, seasonal, and weekend operating instructions; and required sequences for electric or electronic systems.

J. Systems and Equipment Controls: Describe sequence of operation, and diagram controls as installed.

K. Maintenance Procedures: For each system, subsystem, and piece of equipment not part of a system, include manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, drawings and diagrams for maintenance, nomenclature of parts and components, and recommended spare parts for each component part or piece of equipment.

L. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment.

M. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Provide heavy paper dividers with plastic-covered tabs for each separate warranty.

Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

PART 9 – CLOSEOUT PROCEDURES

9.1 DESCRIPTION

A. This section consists of administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Project Record Documents.

3. Final cleaning.

9.2 SUBSTANTIAL COMPLETION

A. Definition of Substantial Completion: The Date certified by the Contracting Officer 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 Contracting Officer (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. Include occupancy permits, operating certificates, and similar releases.

5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs and photographic negatives, and similar final record information.

6. Complete startup testing of systems.

7. Complete final cleaning requirements, including touchup painting.

8. 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.

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

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

9.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three 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.

9.5 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for CO's reference during normal working hours.

B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings.

1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.

b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.

3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.

4. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets;

bind each set with durable paper cover sheets. Include identification on cover sheets.

9.6 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.

CULINARY ARTS BUILDOUT 010150 – 17

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. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 010150

CULINARY ARTS BUILDOUT 010150 – 18

CULINARY ARTS BUILDOUT 033000 - 1

PINE KNOT JOB CORPS CCC CAST-IN-PLACE CONCRETE

SECTION 033000

CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes cast-in-place concrete, including reinforcement, concrete mate-rials, mix design, placement procedures, and finishes.

1.2 SUBMITTALS

A. Product Data: For each manufactured material and product indicated.

B. Design Mixes: For each concrete mix indicated.

C. Shop Drawings: Include details of steel reinforcement placement including material, grade, bar schedules, stirrup spacing, bent bar diagrams, arrangement, and supports.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed con-crete products complying with ASTM C 94 requirements for production facilities and equipment.

B. Comply with ACI 301, "Specification for Structural Concrete," including the follow-ing, unless modified by the requirements of the Contract Documents.

1. General requirements, including submittals, quality assurance, acceptance of structure, and protection of in-place concrete

2. Formwork and form accessories

3. Steel reinforcement and supports

4. Concrete mixtures

5. Handling, placing, and constructing concrete

6. Lightweight concrete

PART 2 - PRODUCTS

2.1 MATERIALS

A. Formwork: Furnish formwork and form accessories according to ACI 301.

B. Steel Reinforcement:

1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.

2. Plain-Steel Wire: ASTM A 82, as drawn.

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3. Plain-Steel Welded Wire Fabric: ASTM A 185, fabricated from as-drawn steel wire into flat sheets.

4. Deformed-Steel Welded Wire Fabric: ASTM A 497, flat sheet.

C. Concrete Materials:

1. Portland Cement: ASTM C 150, Type I or II or I/II, use one brand of cement throughout project

2. Normal-Weight Aggregate: ASTM C 33, uniformly graded, not exceeding 1- 1/2-inch (38-mm) nominal size

3. Lightweight Aggregate: ASTM C 330

4. Water: Complying with ASTM C 94

D. Admixtures:

1. Air-Entraining Admixture: ASTM C 260

2. Water-Reducing Admixture: ASTM C 494, Type A

3. High-Range, Water-Reducing Admixture: ASTM C 494, Type F

4. Water-Reducing and Accelerating Admixture: ASTM C 494, Type E

5. Water-Reducing and Retarding Admixture: ASTM C 494, Type D

E. Vapor Retarder: Multi-ply reinforced polyethylene sheet, ASTM E 1745, Class C, not less than 7.8 mils (0.18 mm) thick; or polyethylene sheet, ASTM D 4397, not less than 10 mils (0.25 mm) thick.

F. Joint-Filler Strips: [ASTM D 1751, asphalt-saturated cellulosic fiber.

G. Curing Materials:

1. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete

2. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf

3. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet

4. Water: Potable

5. Clear, Solvent-Borne or Waterborne, Membrane-Forming Curing and Sealing

Compound: ASTM C 1315, Type 1, Class A.

2.2 CONCRETE MIXES

A. Comply with ACI 301 requirements for concrete mixtures.

B. Prepare design mixes, proportioned according to ACI 301, for normal-weight concrete determined by either laboratory trial mix or field test data bases, as follows:

1. Structural concrete (building foundations, walls, slab-on-grade, retaining walls)

a. Compressive Strength (28 Days): 4000 psi (27.6 MPa)

CULINARY ARTS BUILDOUT 033000 - 3

b. Slump: 4 inches (100 mm) ± inch

c. Maximum water-cement ratio: 0.55

2. Miscellaneous concrete (exterior flatwork, curbs, gutters, etc.)

a. Compressive Strength (28 Days): 3500 psi (24.1 MPa)

b. Slump: 5 inches ± inch

c. Slump Limit for Concrete Containing High-Range Water-Reducing Ad-mixture: Not more than 8 inches (200 mm) after adding admixture to plant- or site-verified, 2- to 3-inch (50- to 75-mm) slump.

C. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content of 6.0 percent within a tolerance of plus 1.0 or minus 1.5 percent.

1. Air content of trowel-finished interior concrete floors shall not exceed 3.0 per-cent.

2.3 CONCRETE MIXING

A. Ready-Mixed Concrete: Comply with ASTM C 94

1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes.

B. Provide batch ticket for each batch discharged and used in the Work, indicating Pro-ject identification name and number, date, mix type, mix time, quantity, and amount of water added. Record approximate location of final deposit in structure.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Formwork: Design, construct, erect, shore, brace, and maintain formwork according to ACI 301.

B. Vapor Retarder: Install, protect, and repair vapor-retarder sheets according to ASTM E 1643; place sheets in position with longest dimension parallel with direction of pour.

1. Lap joints 6 inches (150 mm) and seal with manufacturer's recommended tape

C. Steel Reinforcement: Comply with CRSI's "Manual of Standard Practice" for fabricat-ing, placing, and supporting reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.

CULINARY ARTS BUILDOUT 033000 - 4

D. Joints: Construct joints true to line with faces perpendicular to surface plane of con-crete.

1. Construction Joints: Locate and install so as not to impair strength or appear-ance of concrete, at locations indicated or as approved by CO.

2. Isolation Joints: Install joint-filler strips at junctions with slabs-on-grade and vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

a. Extend joint fillers full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated.

3. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows:

a. Grooved Joints: (Miscellaneous concrete only as approve by the CO).

Form contraction joints after initial floating by grooving and finishing each edge of joint with groover tool to a radius of 1/8 inch (3 mm). Re-peat grooving of contraction joints after applying surface finishes. Elimi-nate groover marks on concrete surfaces.

b. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- (3-mm-) wide joints into concrete when cutting action will not tear, abrade, or oth-erwise damage surface and before concrete develops random contraction cracks.

E. Tolerances: Comply with ACI 117, "Specifications for Tolerances for Concrete Con-struction and Materials."

3.2 CONCRETE PLACEMENT

A. Comply with recommendations in ACI 304R for measuring, mixing, transporting, and placing concrete.

B. Do not add water to concrete during delivery, at Project site, or during placement.

C. Consolidate concrete with mechanical vibrating equipment.

D. Cold Weather Placing:

1. Protect concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306 and as herein specified.

2. When air temperature has fallen to or is expected to fall below 40 F (4 C), uni-formly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less 50 (10 C), and not more than 80 F (27 C) at point of placement.

3. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or subgrade containing frozen materials.

CULINARY ARTS BUILDOUT 033000 - 5

4. Do not use calcium chloride, salt or other materials containing antifreeze agents or chemical accelerators, unless other wise accepted in mix designs.

E. Hot Weather Placing:

1. When hot weather conditions exist that would seriously impair quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified.

2. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 F (32 C).

3. Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing water.

3.3 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch (6 mm) in height rubbed down or chipped off.

1. Apply to concrete surfaces not exposed to public view.

B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defective areas. Completely remove fins and other projections.

1. Apply to concrete surfaces exposed to public view or to be covered with a coat-ing or covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, or painting.

2. Apply smooth-rubbed, defined in ACI 301, to smooth-formed finished concrete.

C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar un-formed surfaces adjacent to formed surfaces, strike off smooth and…