J-2 FlatwoodsRoofEntireSpecifications.pdf

ROOF REPLACEMENT 010150 – 1

FLATWOODS JOB CORPS CCC GENERAL REQUIREMENTS

BUILDING 4, 6 ,12, 19, 38, 53, AND 64 ROOF REPLACEMENT

FLATWOODS JOB CORPS CIVILIAN CONSERVATION CENTER

SECTION 010150

STATEMENT OF WORK/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:

1. Building 4 Education/Theater Covered Walkway Removal and Replacement and

Roof Replacement

2. Building 6 Dinning Hall Roof, Clerestory Siding, and Clerestory Window

Replacement.

3. Building 12 Paint Shop Roof Replacement

4. Building 19 Group Life Office Roof, Clerestory Siding, and Clerestory Window

Replacement

5. Building 38 Trowel Vocational/ Center Maintenance/ Recreation Roof

Replacement

6. Building 53 Vocational Office/CDSS Roof Replacement

7. Building 64 Counseling Building Porch Beam Removal and Replacement

B. LIST OF SPECIFICATIONS AND DRAWINGS

1. 17 Sheet Drawing provide in separate file.

2. 010150 Statement of work/General Requirements

3. 024119 Selective Demolition

4. 051200 Structural Steel Framing

5. 061600 Sheating

6. 073113 Asphalt Shingles

7. 074646 Fiber Cement Siding

8. 076200 Sheet Metal Flashing and Trim

9. 077200 Roof Accessories

10. 079200 Joint Sealants

11. 085113 Aluminum Windows

12. 099000 Painting and Coating

1.2 LOCATION

A. This project is located at the Flatwoods Job Corps Civilian Conservation Center located

35 of miles from Kingsport, TN, in Wise County. The address is 2803 Dungannon Road, Coeburn, VA 24230. Driving instructions can be obtained from the Center by calling

(276) 395-3384.

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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: Tony Colobro, (276) 395-8401, anthony.j.colobro@usda.gov.

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 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. 1- Building 4 Education/Theater Covered Walkway Removal and

Replacement and Roof Replacement

a. Measurement: Roof size is approximately 8,000 square feet; Contractor shall verify all quantities.

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

1) Remove the existing cover over the walkway into the building.

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2) Construct new walkway (colonnade) one over each entry two the building.

3) Remove existing asphalt shingles, underlayment, drip edge, flashing/boots, accessories, and properly dispose of off-site.

4) Install new underlayment and continuous drip-edge. Drip-edge color shall be selected by the Contracting Officer (CO), from the manufacturer’s full color palette.

5) Install all drip-edge, trim, roof penetration flashing/boots, accessories, and fasteners per manufacturer’s recommendations.

6) Install ridge vent along full-length of ridge line according to manufacturer’s recommendations.

7) Install Architectural-Grade Asphalt shingles per specification Section

073113. Color shall be selected by the CO, from the manufacturer’s full color palette.

8) Seal all penetrations with silicone rubber caulking.

2. Base Item No. 2- Building 6 Dinning Hall Roof, Clerestory Siding, Clerestory

Window Replacement.

a. Measurement: Roof size is approximately 9,500 square feet; Contractor shall verify all quantities.

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

1) Remove existing asphalt shingles, underlayment, drip edge, flashing/boots, dormer siding, dormer windows(8), accessories, and properly dispose of off-site.

2) Install new underlayment and continuous drip-edge. Drip-edge color shall be selected by the Contracting Officer (CO), from the manufacturer’s full color palette.

3) Install all drip-edge, trim, roof penetration flashing/boots, accessories, and fasteners per manufacturer’s recommendations.

4) Install ridge and wall vents along full-length of ridge or wall lines according to manufacturer’s recommendations.

5) Install Architectural-Grade Asphalt shingles per specification Section

073113. Color shall be selected by the CO, from the manufacturer’s full color palette.

6) Seal all penetrations with silicone rubber caulking.

7) Remove and dispose of existing siding and flashing; furnish and install new building wrap, flashing, and fiber cement siding on the Clerestory.

8) Remove and dispose of existing windows and flashing; furnish and install new flashing and double-pane windows on the Clerestory.

3. Base Item No. 3- Building 12 Paint Shop Roof Replacement

a. Measurement: Roof size is approximately 4,200 square feet; Contractor shall verify all quantities.

ROOF REPLACEMENT 010150 – 4

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

1) Remove existing asphalt shingles, underlayment, drip edge, flashing/boots, accessories, and properly dispose of off-site.

2) Install new underlayment and continuous drip-edge. Drip-edge color shall be selected by the Contracting Officer (CO), from the manufacturer’s full color palette.

3) Install all drip-edge, trim, roof penetration flashing/boots, accessories, and fasteners per manufacturer’s recommendations.

4) Install ridge vent along full-length of ridge line according to manufacturer’s recommendations.

5) Install Architectural-Grade Asphalt shingles per specification Section

073113. Color shall be selected by the CO, from the manufacturer’s

6) Seal all penetrations with silicone rubber caulking.

4. Base Item No. 4- Building 19 Group Life Office Roof, Clerestory Siding, Clerestory Window Replacement.

a. Measurement: Roof size is approximately 4,300 square feet; Contractor shall verify all quantities.

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

1) Remove existing asphalt shingles, underlayment, drip edge, flashing/boots, dormer siding, dormer windows(3), accessories, and properly dispose of off-site.

2) Remove the unused cable that was used for security cameras. Relocate the electrical wiring to the emergency siren and the fiber optic through new weather heads and masts.

3) Install new underlayment and continuous drip-edge. Drip-edge color shall be selected by the Contracting Officer (CO), from the manufacturer’s full color palette.

4) Install all drip-edge, trim, roof penetration flashing/boots, accessories, and fasteners per manufacturer’s recommendations.

5) Install ridge and wall vents along full-length of ridge or wall lines according to manufacturer’s recommendations.

6) Install Architectural-Grade Asphalt shingles per specification Section

073113. Color shall be selected by the CO, from the manufacturer’s full color palette.

7) Seal all penetrations with silicone rubber caulking.

8) Remove and dispose of existing siding and flashing; furnish and install new building wrap, flashing, and fiber cement siding on the Clerestory.

9) Remove and dispose of existing windows and flashing; furnish and install new flashing and double-pane windows on the Clerestory.

5. Base Item No. 5- Building 38 Trowel Vocational/Center Maintenance/Recreation

Roof Replacement.

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a. Measurement: Roof size is approximately 7,000 square feet; Contractor shall verify all quantities.

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

1) Remove existing asphalt shingles, underlayment, drip edge, flashing/boots, accessories, and properly dispose of off-site.

2) Install new underlayment and continuous drip-edge. Drip-edge color shall be selected by the Contracting Officer (CO), from the manufacturer’s full color palette.

3) Install all drip-edge, trim, roof penetration flashing/boots, accessories, and fasteners per manufacturer’s recommendations.

4) Install ridge vent along full-length of ridge line according to manufacturer’s recommendations.

5) Install Architectural-Grade Asphalt shingles per specification Section

073113. Color shall be selected by the CO, from the manufacturer’s

6. Base Item No. 6- Building 53 Vocational Office/CDSS Roof Replacement.

a. Measurement: Roof size is approximately 3,000 square feet; Contractor shall verify all quantities.

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

1) Remove existing asphalt shingles, underlayment, drip edge, flashing/boots, accessories, and properly dispose of off-site.

2) Install new underlayment and continuous drip-edge. Drip-edge color shall be selected by the Contracting Officer (CO), from the manufacturer’s full color palette.

3) Install all drip-edge, trim, roof penetration flashing/boots, accessories, and fasteners per manufacturer’s recommendations.

4) Install ridge vent along full-length of ridge line according to manufacturer’s recommendations.

5) Install Architectural-Grade Asphalt shingles per specification Section

073113. Color shall be selected by the CO, from the manufacturer’s

7. Base Item No. 7- Building 64 Counseling Building Porch Beam Removal and

Replacement.

a. Measurement: Length of the beam is approximately 60 linear feet;

Contractor shall verify all quantities.

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

1) Remove existing beam and replace per the specifications.

ROOF REPLACEMENT 010150 – 6

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.

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.

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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.

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. Product Data: refer to technical specifications

2. Window Product Data, samples as required

3. Siding Product Data, samples as required.

4. Shingle Product Data, samples as required.

5. Roofing system warranty and schedule for system inspections for the warranty per specification.

6. Steel Column shop drawings.

7. Product data and color samples for each paint color.

8. Product data for vents, drip edge, underlayment, facia, ridge vent, curbs, and flexible vent flashing.

9. Product data for 5 inch rain gutter and downspouts.

10. Location map of downspouts proposed and existing locations.

11. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property. Indicate proposed locations and construction of barriers.

12. Construction Schedule.

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.

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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. Predemolition photographs or video.

2.

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. The following are not available: telephone service.

3.2 SANITARY FACILITIES

A. Sanitary facilities are not available for use by the Contractor.

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.

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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.

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.

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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.

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.

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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 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.

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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

ROOF REPLACEMENT SELECTIVE DEMOLITION

FLATWOODS JOB CORPS CCC 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Demolition and removal of selected site elements.

3. Salvage of existing items to be reused or recycled.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated to remain as Government Property, all demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to

Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.3 SUBMITTALS

A. Action Submittal-Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property. Indicate proposed locations and construction of barriers.

B. Action Submittal-Schedule of selective demolition activities with starting and ending dates for each activity.

C. Informational Submittal-Predemolition photographs or video.

1.4 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

1. Before selective demolition, Notify the CO 72 hours in advance, especially:

a. Each roof and clerestory demolition start.

FLATWOODS JOB CORPS CCC 024119 - 2

b. Moving/Demolition of the fiber optic service on Building 19

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work.

1. Hazardous materials will be removed by Owner before start of the Work.

2. If suspected hazardous materials are encountered, do not disturb; immediately notify the

CO.

E. Storage or sale of removed items or materials on-site is not permitted.

F. 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 operations.

G. Arrange selective demolition schedule so as not to interfere with Owner's operations.

1.5 WARRANTY

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

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

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

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

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

FLATWOODS JOB CORPS CCC 024119 - 3

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

3.2 PREPARATION

A. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment according to 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Arrange to shut off utilities with utility companies.

2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

3.4 PROTECTION

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

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

C. Remove temporary barricades and protections where hazards no longer exist.

FLATWOODS JOB CORPS CCC 024119 - 4

3.5 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 within limitations of governing regulations and as follows:

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.

Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

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. Maintain fire watch during and for at least 2 hours after flame-cutting operations.

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

6. Dispose of demolished items and materials promptly off site.

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

C. 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 Owner.

4. Transport items to Owner's storage area on-site designated by CO.

5. Protect items from damage during transport and storage.

D. Removed and Reinstalled Items:

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

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.

E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

FLATWOODS JOB CORPS CCC 024119 - 5

3.6 CLEANING

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn demolished materials.

C. 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.

END OF SECTION 024119

ROOF REPLACEMENT STRUCTUAL STEEL

FLATWOODS JOB CORP CCC 05 1200 - 1

SECTION 05 1200

STRUCTURAL STEEL FRAMING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Structural steel framing members, support members and bracing.

B. Base plates, anchor bolts and embedded steel in concrete.

C. Grouting under base plates.

1.04 REFERENCE STANDARDS

A. AISC (MAN) - Steel Construction Manual; American Institute of Steel Construction, Inc.; 2005.

B. AISC S303 - Code of Standard Practice for Steel Buildings and Bridges; American Institute of Steel Construction, Inc.; 2005.

C. AISC S348 - Specification for Structural Joints Using ASTM A325 or A490 Bolts; 2004.

D. AISC S329 - Allowable Stress Design Specification for Structural Joints Using ASTM A325 or A490 Bolts; American Institute of Steel Construction, Inc.; 1985, Reaffirmed 1994.

E. ASTM A 36 - Standard Specification for Carbon Structural Steel; 2005.

F. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2007.

G. ASTM A 123/A 123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2002.

H. ASTM A 153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware;

2005.

I. ASTM A 307 - Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength; 2007b.

J. ASTM A 325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength; 2007a.

K. ASTM A 500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2007.

L. ASTM A 563 - Standard Specification for Carbon and Alloy Steel Nuts; 2007a.

M. ASTM A 572 - Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel; 2007.

N. ASTM A 992/A 992M - Standard Specification for Structural Steel Shapes; 2006a.

O. ASTM C 1107/C 1107M - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink); 2007a.

P. ASTM E 164 - Standard Practice for Ultrasonic Contact Examination of Weldments; 2003.

Q. ASTM E 709 - Standard Guide for Magnetic Particle Examination; 2001.

R. ASTM F 436 - Standard Specification for Hardened Steel Washers; 2007a.

S. ASTM F 959 - Standard Specification for Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners; 2007a.

FLATWOODS JOB CORP CCC 05 1200 - 2

T. ASTM F 1554 - Standard Specification for Anchor Bolts, Steel, 36, 55 and 105-ksi Yield Strength; 2004.

U. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination;

American Welding Society; 2007.

V. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2006 and Errata.

W. SSPC (PM2) - Steel Structures Painting Manual, Vol. 2 Systems and Specifications; Steel Structures Painting Council; 1995.

1.05 SUBMITTALS

A. Shop Drawings:

1. Provide shop drawings for every member showing welds, number of bolts, nuts, washers and connecting material.

2. Indicate welded connections with AWS A2.4 welding symbols.

B. Manufacturer's Mill Certificate (Certificate of Compliance, IBC Chapter 17): Certify that high-strength bolts, nuts, washers and weld filler materials meet or exceed specified requirements.

C. Nonshrink Grout Specifications.

1.06 DELIVERY, STORAGE AND HANDLING

A. Protect from Weather and damage.

PART 2 PRODUCTS

2.01 MATERIALS

A. Structural Steel Members: ASTM A 36 or as indicated on the drawings.

B. Steel W Shapes and Tees: ASTM A 992/A 992M, minimum of 90 percent recycled steel content.

C. Cold-Formed Structural Tubing: ASTM A 500, Grade B, minimum of 20 percent recycled steel content.

D. Pipe: ASTM A 53, Grade B, Type E or S, Schedule 40 (Standard Weight) or as indicated on the drawings.

E. Anchor Bolts: ASTM F 1554, Grade 36 or weldable Grade 55 with cut threads and ASTM A 563 heavy hex nuts and ASTM F 436 hardened steel washers. Galvanized to ASTM A 153 for galvanized hardware

F. High Strength Bolts: ASTM A 325, Type 1, Plain with ASTM A563 nuts and ASTM F 436 hardened steel washers.

G. Welding Materials: AWS D1.1; type required for materials being welded.

H. Grout: Nonshrink, non-metallic aggregate type, complying with ASTM C1107 and capable of developing a minimum compressive strength of 7,000 psi at 28 days.

1. "Euco N-S Grout"; The Euclid Chemical Company

2. "Masterflow 713"; Master Builders Inc.

3. "Five Star Grout"; Five Star Products Inc.

I. Shop and Touch-Up Primer: Fabricator's standard, complying with VOC limitations of authorities having jurisdiction.

2.02 FABRICATION

FLATWOODS JOB CORP CCC 05 1200 - 3

A. Shop fabricate to greatest extent possible.

B. Rolled material shall be in accordance with the tolerances of ASTM A6. Straightening shall be done by methods that will not weaken the material.

C. Engineer shall approve in writing any substitutions in material or member size.

D. Beams shall be fabricated with the natural camber in the up position.

E. Welding sequence and procedures shall be such as to minimize distortion and shrinkage.

Where required by the drawings, welded assemblies shall be stress relieved by heat treating.

F. Clearly mark and match-mark all components for erection at site.

G. Handle materials in a manner that will not cause overstress, warp, twist or other damage.

H. Take precautions to prevent damage to protective coating.

I. Store and protect materials at the site from damage, deterioration and corrosion.

J. Any splices not detailed on the drawings shall be approved by the Engineer.

K. Do not prime or finish paint areas to be field welded or receive spray-on fireproofing.

M. Connections:

1. Connection shall be designed for the reactions shown on the drawings. If no reactions are given on the drawings, the connections shall be designed for one-half the uniform load capacity of the member. All connections shall be designed for a 6000 lb. minimum.

2. Shop connections: Bolted or welded as indicated on the drawings.

3. Field connections: Bolted, unless welds are specifically indicated.

4. Bolts: Bolts for primary structural members shall be high strength steel bolts ASTM A325, in accordance with AISC S329 Specification For Structural Joints Using ASTM A325 or A490 Bolts.

5. Welds: In accordance with AWS D1.1 "Structural Welding Code" for welding processes, procedures, filler metals, inspection and testing.

6. Minimum bolt diameter shall be 3/4 inch.

7. Minimum connection angle thickness shall be 5/16".

8. Minimum gusset plate thickness shall be 3/8".

9. Bolted connections for secondary members (such as girts, stair and handrail) may be made with 3/4" diameter machine bolts conforming to ASTM A 307 unless noted on the drawings.

10. All bracing shall be fabricated with a draw of 1/16" per 10 feet of length with a maximum of 1/8".

11. All connections are to be symmetrical. One-sided connection are not allowed unless detailed on the drawings. At skewed connections, bend connection angles and plates in a heated condition.

12. All connections shall have 2-bolt minimum.

N. Mill the top surface of column base plates and ends of columns

O. Fabricate within a 500-mile radius of project location.

2.03 FINISH

A. Prepare structural component surfaces in accordance with SSPC SP 6.

B. Shop prime structural steel members. Do not prime surfaces that will be fireproofed, field welded, in contact with concrete, or high strength bolted.

PART 3 EXECUTION

FLATWOODS JOB CORP CCC 05 1200 - 4

3.01 EXAMINATION

A. Verify that conditions are appropriate for erection of structural steel and that the work may properly proceed.

3.02 ERECTION

A. Erect structural steel in compliance with AISC "Code of Standard Practice for Steel Buildings and Bridges".

B. Do not field cut or alter structural members without approval of Contracting Officer.

C. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete.

D. Grout solidly between column plates and bearing surfaces, complying with manufacturer's instructions for nonshrink grout. Trowel grouted surfaces smooth, splaying neatly to 45 degrees.

3.03 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.

B. Maximum Offset From True Alignment: 1/4 inch.

END OF SECTION

ROOF REPLACEMENT 061600-1

FLATWOODS JOB CORPS CCC SHEATHING

SECTION 061600

SHEATHING

PART 1 – GENERAL

1.1 SUMMARY

A. Section Includes:

1. Roof Sheathing.

1.2 SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product. Indicate com-ponent materials and dimensions and include construction and application details.

1. Include data for wood-preservative treatment from chemical treatment manufac-turer and certification by treating plant that treated plywood complies with re-quirements.

B. Research/Evaluation Reports: For the following:

1. Preservative-treated plywood.

1.3 DELIVERY, STORAGE, AND HANDLING

A. Stack plywood and other panels flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings.

PART 2 – PRODUCTS

2.1 WOOD PANEL PRODUCTS, GENERAL

A. Plywood: Either DOC PS 1 or DOC PS 2, unless otherwise indicated.

2.2 PRESERVATIVE-TREATED PLYWOOD

A. Preservative Treatment by Pressure Process: AWPA C9.

B. Mark plywood with appropriate classification marking of an inspection agency ac-ceptable to the CO.

C. Application: Treat items indicated on Drawings and plywood in contact with con-crete.

2.3 ROOF SHEATHING

A. Plywood Roof Sheathing: Structural I, Exposure 1 sheathing.

2.4 FASTENERS

ROOF REPLACEMENT 061600-2

FLATWOODS JOB CORPS CCC SHEATHING

A. General: Sizes to comply with Table 2304.9 of the International Building Code.

1. For wall panels, provide fasteners with corrosion-protective coating having a salt-spray resistance of more than 800 hours according to ASTM B 117.

2.5 MISCELLANEOUS MATERIALS

A. Adhesives for Field Gluing Panels to Framing: Formulation complying with

ASTM D 3498 that is approved for use indicated by manufacturers of both adhesives and panels.

1. Use adhesives that have a VOC content of 70g/L or less when calculated accord-ing to 40 CFR 59, Subpart D (EPA Method 24).

PART 3 – EXECUTION

3.1 INSTALLATION, GENERAL

A. Securely attach to substrate by fastening as indicated, complying with the following:

1. NES NER-272 for power-driven fasteners.

2. Table 2304.9.1, "Fastening Schedule," in ICC's "International Building Code."

B. Coordinate sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that exclude exterior moisture.

C. Do not bridge building expansion joints; cut and space edges of panels to match spac-ing of structural support elements.

3.2 WOOD STRUCTURAL PANEL INSTALLATION

A. General: Comply with applicable recommendations in APA Form No. E30K, "APA Design/Construction Guide: Residential & Commercial."

1. Comply with "Code Plus" installation provisions in guide referenced in para-graph above.

B. Fastening Methods: Fasten roof sheathing to existing framing with nails.

END OF SECTION 061600

ROOF REPLACEMENT 073113-1

FLATWOODS JOB CORPS CCC ASPHALT SHINGLES

SECTION 073113

ASPHALT SHINGLES

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes the following, for installation on the Bunkhouse:

1. Asphalt shingles.

2. Felt underlayment.

3. Self-adhering sheet underlayment.

4. Ridge vents.

B. Related Sections include the following:

1. Division 6 Section “Sheathing” for roof sheathing.

2. Division 7 Section “Sheet Metal Flashing and Trim”.

1.3 DEFINITIONS

A. Roofing Terminology: Refer to ASTM D 1079 and glossary of NRCA’s “The NRCA

Roofing and Waterproofing Manual” for definitions of terms related to roofing work in this Section.

1.4 SUBMITTALS

A. Installer’s Qualifications with Roofing System Manufacturer.

B. Product Data: For each product indicated.

C. Samples for Initial Selection: For each type of asphalt shingles, ridge and hip cap shingles, and ridge vent indicated.

1. Include similar Samples of trim and accessories involving color selection.

D. Samples for verification: For the following products, of sizes indicated, to verify color selected.

1. Asphalt Shingle: Full-size asphalt shingle strip.

2. Ridge and Hip Cap Shingles: Full-size ridge and hip cap asphalt shingle.

3. Ridge vent: 12 inch (300 mm) long sample.

ROOF REPLACEMENT 073113-2

4. Self-Adhering Underlayment: 12 inches (300 mm) square.

E. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency or by manufacturer and witnessed by a qualified testing agen-cy, for asphalt shingles.

F. Maintenance Data: For asphalt shingles to include in maintenance manuals.

G. Sample Warranties: Special warranties specified in this Section.

1.5 CLOSEOUT SUBMITTALS

A. Warranties.

B. Extra materials.

1.6 QUALITY ASSURANCE

A. Source Limitations: Obtain ridge and hip cap shingles ridge vents, felt underlayment and self-adhering sheet underlayment through one source from a single asphalt shingle manufacturer.

B. Installer’s Qualification: The roofing installer shall be approved and authorized by

Roofing System Manufacturer to install manufacturer’s product and to obtain Roofing

Manufacturer’s roofing system warranty covering both workmanship and materials.

C. Inspections:

1. The new asphalt roof system shall be inspected at least twice during construction by representatives of the roofing system manufacturer’s “Quality Assurance

Program”. These inspections shall occur at least once during installation and once at completion. Written reports for each inspection shall be submitted to the

Contracting Officer. The Contractor shall provide a 7-day advance notice to the

Contracting Officer to allow for their attendance at the inspections.

D. Exterior Fire-Test Exposure: Class A; ASTM E 108 or UL 790, for application and roof slopes indicated. Fire-Test-Response Characteristics: Provide asphalt shingle and related roofing materials with the fire-test-response characteristics indicated, as determined by testing identical products per test method below by UL or another test-ing and inspecting agency acceptable to the CO. Identify materials with appropriate markings of applicable testing and inspecting agency.

1. Exterior Fire-Test Exposure: Class A; ASTM E 108 or UL 790, for application and roof slopes indicated.

1.7 DELIVERY, STORAGE, AND HANDLING

ROOF REPLACEMENT 073113-3

A. Store roofing materials in a dry, well-ventilated, weathertight location according to as-phalt shingle manufacturer’s written instructions. Store underlayment rolls on end on pallets or other raised surfaces. Do not double-stack rolls.

1. Handle, store, and place roofing materials in a manner to avoid significant or permanent damage to roof deck or structural supporting members.

B. Protect unused underlayment from weather, sunlight, and moisture when left overnight or when roofing work is not in progress.

1.8 PROJECT CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit asphalt shingle roofing to be performed according to manu-facturers’ written instructions and warranty requirements.

1.9 WARRANTIES

A. Manufacturer’s “No Dollar Limit” (NDL) or equivalent roofing system warranty cov-ering workmanship and materials required for the new asphalt shingle roofing system shall be for a minimum of 20 years. Manufacturers’ system warranties shall include the following information:

1. Center Name / Building Name

2. Date of Substantial Completion (warranty commencement date)

3. Date Warranty Expires

4. Description of Warranty Services

B. Warranty Periods:

1. Material and Workmanship:

a. Years 1-20: 100% coverage.

b. Years 21-50: 60% reduced by 2% each year thereafter.

2. Wind-Speed: Asphalt shingles will resist blow-off or damage caused by wind speeds up to 130 mph for 15 years from date of Substantial Completion.

3. Algae Resistance: 10 years.

1.10 EXTRA MATERIALS

A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels describing contents.

1. Asphalt Shingles: 50 sq. ft. of each type, in unbroken bundles.

PART 2 – PRODUCTS

2.1 GLASS-FIBER-REINFORCED ASPHALT SHINGLES

ROOF REPLACEMENT 073113-4

A. Laminated-Strip Architectural Asphalt Shingles: ASTM D 3462, laminated, multi-ply overlay construction, glass-fiber reinforced, mineral-granule surfaced, fungus-resistant, and self-sealing.

1. Products:

a. CertainTeed Corporation;

b. GAF Materials Corporation;

c. IKO;

d. Malarkey Roofing Products

e. Owens Corning;

f. TAMKO Roofing Products, Inc.;

2. Type: Architectural

3. Fire Rating: Class A – ASTM E 108

4.…