J-2 FJCC Life Safety SOW final.pdf

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 001500-1

FLATWOODS JOB CORPS CCC LIST OF DRAWINGS AND

SPECIFICATIONS

SECTION 001500

FLATWOODS JOB CORPS CCC

MISCELLANEOUS LIFE SAFETY REHAB

LIST OF DRAWINGS AND SPECIFICATIONS

PART 1 – GENERAL

1.1 DESCRIPTION

A. List of Contract Drawings:

1. Index of Sheets:

T1.0 G1.1 G2.1

LS1.0

LS2.0

LS3.0

LS4.0

LS5.0

LS6.0

LS7.0

LS8.0

LS9.0

LS9.1

LS10.0

Title sheet and Sheet Index Campus Map General Notes Pine Hall Life Safety Plan Education/Theatre Life Safety Plan Gymnasium Life Safety Plan Paint Shop Life Safety Plan Plumbing-Facility Maintenance Life Safety Plan Welding Life Safety Plan Group Life Building Life Safety Plan Trowel Vocation Life Safety Plan Female Dorm Life Safety Plan Female Dorm Life Safety Photos Counseling Life Safety Plan

Total Number of Sheets

B. List of Contract Specifications

1. Index of Specifications:

DIVISION 1 - GENERAL REQUIREMENTS

Section 001500 List of Drawings and Specifications Section 010150 Section 015500

General Requirements Government Furnished Materials

DIVISION 26 – ELECTRICAL

Section 260100 Common Work Results for Electrical

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 001500-2

FLATWOODS JOB CORPS CCC LIST OF DRAWINGS AND

SPECIFICATIONS

Section 260500 Section 260526 Section 262416 Section 262816 Section 263600 Section 264313

Conductors, Cables, and Raceways Grounding and Bonding Panels Enclosed Switches Transfer Switches

TVSS

END OF SECTION 001500

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 1

FLATWOODS JOB CORPS CCC GENERAL REQUIREMENTS

SECTION 010150

GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

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

1. Various life safety related work items in multiple buildings, including architectural, fire alarm, and fire suppression items.

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.

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 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.

1.6 WORK RESTRICTIONS

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 2

A. Smoking is permitted on campus only in the designated smoking area.

1.7 SCHEDULE OF ITEMS

A. Schedule of 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 as funding allows.

B. Base Items (BI):

1. Base Item No. 1 - Pine Hall (Bldg 2) Architectural Life Safety Work

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform architectural related life safety work items in Pine Hall.

c. Deficiencies: #130668, #130669, and #130815.

2. Base Item No. 2 – Education/Theatre (Bldg 4) Architectural Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform architectural related life safety work items in the Education/Theatre.

c. Deficiencies: #130825

3. Base Item No. 3 – Education/Theatre (Bldg 4) Fire Supression Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform fire suppression related life safety work items in the Education/Theatre.

c. Deficiencies: #130574

4. Base Item No. 4 – Paint Shop (Bldg 12) Fire Alarm Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform fire alarm related life safety work items in the Paint shop.

c. Deficiencies: #130752

5. Base Item No. 5 – Plumbing and Facility Maintenance (Bldg 15) Architectural Life Safety Work

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 3

a. Measurement: This item is measured as a Lump Sum quantity

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform architectural related life safety work items in the Plumbing and Facility Maintenance Building.

c. Deficiencies: #131248

6. Base Item No. 6 – Plumbing and Facility Maintenance (Bldg 15) Fire Alarm Life Safety Work

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to fire alarm related life safety work items in the Plumbing and Facility Maintenance Building.

c. Deficiencies: #130837

7. Base Item No. 7 – Welding (Bldg 16) Fire Alarm Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform fire alarm related work items in the Welding Building.

c. Deficiencies: #130610

8. Base Item No. 8 – Group Life (Bldg 19) Architectural Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform architectural related work items in the Group Life Building.

c. Deficiencies: #130839

9. Base Item No. 9 – Trowel Vocation (Bldg 38) Architectural Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform architectural related work items in the Trowel Vocation Building.

c. Deficiencies: #130842

10. Base Item No. 10 – Female Dorm (Bldg 54) Architectural Life Safety Work

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 4

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform architectural related work items in the Female Dorm.

c. Deficiencies: # 130845, 130846

11. Base Item No. 11 – Female Dorm (Bldg 54) Fire Alarm Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform fire alarm related work items in the Female Dorm.

c. Deficiencies: # 130619, 130623, 130722, 130767

12. Base Item No. 12 – Female Dorm (Bldg 54) Fire Supression Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform fire suppression related work items in the Female Dorm.

c. Deficiencies: 130621, 130622

C. Optional Items (OI):

1. Optional Item No. 13 - Pine Hall (Bldg 2) Fire Alarm Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform fire alarm related life safety work items in Pine Hall.

c. Deficiencies: #130566

2. Optional Item No. 14 - Gym (Bldg 5) Architectural Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform architectural related life safety work items in the Gym.

c. Deficiencies: #130827

3. Optional Item No. 15 – Female Dorm (Bldg 54) Fire Supression Life Safety Work

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform the optional fire suppression related life safety work items in the Female Dorm.

c. Deficiencies: #130721

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 5

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

Contracting Officer (CO) observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

6. Submittals must be submitted in electronic PDF format. Submit to CO via email or electronic file transfer site.

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

8. 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.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 6

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

2.3 ACTION SUBMITTALS

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

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

1. Mark up 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: See Technical Specification Sections.

2.4 INFORMATIONAL SUBMITTALS

A. Prepare and submit Informational Submittals required in the Technical Specifications in this contract, if applicable, and as indicated below:

B. Required Informational Submittals:

1. Accident Prevention Plan.

2. Construction Schedule.

2.5 CLOSEOUT SUBMITTALS

A. Prepare and submit Closeout Submittals, as follows:

1. See Technical Specification Sections.

2. Project Record Documents.

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

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 7

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. The contractor is expected to provide whatever phone service he deems necessary for the duration of the project.

3.2 SANITARY FACILITIES

A. Sanitary facilities are available for use by the Contractor at Pine Hall. Facilities must be cleaned and maintained daily.

3.3 STAGING AND STORAGE

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. Use of Government waste containers will not be permitted.

3.5 SAFETY AND ENVIRONMENTAL PROTECTION

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

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

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

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 8

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.

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

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 9

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.

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

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 10

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 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. Provide Draft of Project Record Drawings at Substantial Completion. CO will return reviewed copy. Provide Final Project Record Drawings at Final Completion.

C. 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.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 11

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.

5.5 FINAL CLEANING

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

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

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

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

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

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

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

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

END OF SECTION 010150

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 010150 – 12

THIS PAGE IS INTENTIONALLY LEFT BLANK

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 050170-1

FLATWOODS JOB CORPS CCC BLAST CLEANING FOR METALS

SECTION 050170

BLAST CLEANING FOR METALS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes blast cleaning of existing metal stair systems, following the SSPC-SP7 Brush-Off Blast Cleaning (NACE No.4) Method.

1.2 DEFINITIONS

A. SSPC: Society for Protective Coatings

B. NACE: National Association of Corrosion Engineers

1.3 PROJECT CONDITIONS

A. Substrate temperature must be no colder than surrounding air temperature.

B. Relative humidity must be less than 85 percent.

C. Surface temperature of metals must be more than 5 degrees F above the dew point.

PART 2 – PRODUCTS

PART 3 - EXECUTION

3.1 PREPERATION

A. Ensure that all visible oil, grease, and other contaminant residues are remove prior to blast cleaning, using SSPC-SP1 Solvent Cleaners.

3.2 BRUSH-OFF BLAST CLEANING

A. Perform brush-off blast cleaning using one of the following methods:

1. Compressed air, blast nozzles, or an abrasive

2. Closed-cycle, recirculating system with compressed air, blast nozzle, and an abrasive, with vacuum for recovery of abrasives and dust.

3. Closed-cycle, re-circulating system with centrifugal wheels and an abrasive.

B. Remove all visible oil, crease, dust, dirt, as well as loose mill scale. Tightly adhered items may remain.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 050170-2

FLATWOODS JOB CORPS CCC BLAST CLEANING FOR METALS

3.3 POST BRUSH-OFF BLAST CLEANING

A. After Brush-Off Blast Cleaning is completed, remove all visible residues of surfaces by blowing or brushing off residue with clean dry air, followed by vacuum cleaning.

END OF SECTION 050170

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 081114 - 1

FLATWOODS JOB CORPS CCC HOLLOW METAL

DOORS

SECTION 081114

HOLLOW METAL DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes

1. Work under this section comprises of furnishing hollow metal doors, including window frames and glazed openings, non-labeled, as scheduled. Doors will be installed in existing frames.

B. Related Documents

1. Related documents, drawings and general provisions of contract, including

General and Supplementary Conditions and Division 1 specification sections apply to this section.

C. Related Sections

1. 087100 – Door Hardware

2. 099000 - Painting

1.2 REFERENCES

A. Standards

1. NFPA 80 – Fire Doors and Windows

2. ANSI/SDI-100 – Recommended Specifications for Standard Steel Doors an

Frames

3. SDI-105 – Recommended Erection Instructions for Steel Frames

4. SDI-107 – Hardware on Steel Doors (reinforcement application)

5. ANSI-A250.4 – Steel Doors and Frames Physical Endurance

6. UL10C - Standard for Positive Pressure Fire Tests of Door Assemblies

B. Codes

1. NFPA-101 – Life Safety Code, latest version

2. International Energy Conservation Code, latest version

3. International Building Code, latest version

4. United States Access Board’s Architectural Barriers Act Accessibility

Guidelines.

1.3 SUBMITTALS

A. General Requirements

1. Submit copies of the hollow metal door shop drawings in accordance with

Division 1, General Requirements.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 081114 - 2

B. Prior to ordering products, furnish a list of information on existing doors to be replaced, including size, thickness, fire rating, and hardware.

C. Product Data

1. Submit shop drawings showing fabrication and installation of standard steel doors. Include details of elevations of door and frame types, conditions at openings, details of construction, location and installation requirements of door hardware reinforcements, and details of joints and connections. Show anchorage and accessory items.

D. Shop Drawings

1. Provide a schedule of doors using same reference numbers for details and door openings as those on the contract documents. Shop drawings should include the following information:

a. Material thickness and/or gauge.

b. Door core material.

c. Mortises and reinforcements.

d. Anchorage types.

e. Locations of exposed fasteners.

f. Glazed, louvered and paneled openings.

g. Mounting locations of standard hardware.

E. Sample warranties for glazing.

1.4 CLOSEOUT SUBMITTALS

A. Operations and maintenance data in compliance with General Requirements section.

B. Warranties for glazing.

1.5 WARRANTIES

A. Manufacturer’S Special Warranty on Insulated Safety Glass: Manufacturer's standard form, made out to the Government and signed by glass manufacturer agreeing to replace insulated, laminated-glass units that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below.

1. Warranty Period: Five years from date of Substantial Completion.

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 081114 - 3

1. Manufacturer shall be a member in good standing of the Steel Door Institute

(SDI).

B. Energy Conservation Requirements: Doors shall meet R value requirements as outlined in IECC for Climate Zone 4.

C. Supplier Qualifications

1. A recognized supplier who has been furnishing material for a period of at least two (2) years. The supplier shall have warehouse and shop facilities to accommodate this project and must be an authorized factory distributor of all products specified herein.

1.7 DELIVERY, STORAGE, AND HANDLING

A. The supplier shall deliver all materials to the project site; direct factory shipments are not allowed unless agreed upon beforehand. Supplier shall coordinate delivery times and schedules with the contractor.

B. Deliver doors cardboard wrapped or crated to provide protection during transit and jobsite storage. Provide additional protection to prevent damage to any factory-finished doors. Mark all doors and frames with opening numbers as shown on the contract documents and shop drawings.

C. Inspect doors and frames upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all respects to new work and acceptable to the architect. Otherwise, remove and replace damaged goods as directed.

D. Store doors at the building site in a dry and secure place.

1. Place units on minimum 4” high wood blocking.

2. Avoid use of non-vented plastic or canvas shelters that could create a humidity chamber.

3. If cardboard wrapper on door becomes wet, remove carton immediately.

4. Provide 1/4” spaces between stacked doors to promote air circulation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, provide standard hollow metal doors by one of the following:

1. Ceco Corporation.

2. Curries Company.

3. Equal.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 081114 - 4

2.2 MATERIALS

A. All doors shall be manufactured of commercial quality cold rolled steel per ASTM- A366 and A568 general requirements; galvanized to A60 or G60 or galvanealed to A40 minimum coating weight standard per ASTM-A924. Internal reinforcing may be manufactured of hot rolled pickled and oiled steel per ASTM-A569.

B. Rust inhibitive enamel or paint primer shall be used, baked on, and suitable as a base for specified finish paints complying with ANSI A224.1, “Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces on Steel Doors and Frames.”

2.3 DOORS

A. Provide 1 3/4” thick doors of materials and ANSI/SDI-100 grades and models specified below:

1. Doors: Level 3, Model 2 – Seamless

a. Doors shall be minimum 16-gauge steel with both lock and hinge rail edge of door continuously wire welded the entire height of the door. Doors shall be reinforced, stiffened, insulated, and sound deadened with continuous 20 gauge vertical steel stiffeners spaced not more than 6" (152) apart. The stiffener ends shall be welded together at the top and bottom ends. All spaces between stiffeners shall be insulated with 0.75 pound density fiberglass insulation. The top of all doors shall be closed flush by the addition of a 16-gauge screwed-in top cap and sealed to prevent water infiltration. The bottom channel shall include weep-holes. Exterior doors shall be galvanized or galvanealed steel.

1) Ceco: Medallion-16

2) Curries: 747T-16

B. All doors shall be reinforced for hardware as shown below where necessary to preclude the use of thru-bolts.

1. Exit Devices: 14-gauge

2. Door Closers: 12-gauge

C. All doors shall be beveled 1/8” in 2” and shall have top and bottom channels of not less than 16-gauge, flush or inverted, welded to the face sheets. Doors shall have a full height 14-gauge hinge rail reinforcement channel, or individual 10 gauge hinge reinforcements.

D. All doors to conform to ANSI-A250.4 Level “A” criteria and shall be tested to 1,000,000 operating cycles and 23 twist tests. Certification of Level “A” doors is to be submitted with approval drawings by supplier upon request. Do not bid or supply any type or gauge of door not having been tested and passed these criteria.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 081114 - 5

2.4 STOPS AND MOLDINGS

A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch (0.8 mm) thick, same material as door face sheet.

B. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch (16 mm) high unless otherwise indicated.

C. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch (0.8 mm) thick, same material frames.

D. Terminated Stops: Where indicated, terminate stops 3 inches (152 mm) above finish floor with a 90 degree angle cut, and close open end of stop with steel sheet closure.

Cover opening in extension of frame with welded-steel filler plate, with welds ground smooth and flush with frame.

2.5 VISION LITES AND GLAZING

A. Vision Lite Frame: 20 gauge steel, primed.

B. Glass: Clear insulated safety glass, total glazing thickness = 1 inch.

C. Glass light transmission: 84%.

D. Meeting ANSI Z91.1, Class A, and CPSC 16CFR1201 Cat II.

2.6 FABRICATION

A. Fabricate steel door units to be rigid, neat in appearance, and free from defects, warp, or buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. Comply with ANSI/SDI 100 requirements.

1. Clearances shall be no more than 1/8” at jambs and heads except between non fire rated pairs of doors which may be no more than 1/4.” Not more than 3/4” at the bottom of the doors.

B. Fabricate exposed faces of doors and panels, including stiles and rails of non-flush units, from only cold-rolled steel sheet.

C. Tolerances shall comply with SDI-117 "Manufacturing Tolerances Standard Steel Doors and Frames."

D. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold- or hot-rolled steel sheet.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 081114 - 6

E. Unless otherwise indicated, provide exposed fasteners with countersunk flat or oval heads for exposed screws and bolts.

F. Prepare doors to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements of SDI-107 and ANSI-A115 Series specifications for door and frame preparation for hardware.

G. Reinforce doors to receive surface-applied hardware. Drilling and tapping for surface-applied hardware may be done at Project site. Provide internal reinforcements for all doors to receive door closers and exit devices.

H. Locate hardware as indicated on Shop Drawings or, if not indicated, according to the Door and Hardware Institute's (DHI) "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames."

I. Provide glazing stops with minimum 0.0359-inch- thick steel or 0.040-inch- thick aluminum.

J. Provide non-removable stops on outside of exterior doors and on secure side of interior doors for glass, louvers, and other panels in doors.

K. Provide screw-applied, removable, glazing beads on inside of glass and other panels in door.

PART 3 - EXECUTION

3.1 REMOVAL OF EXISTING WORK

A. Remove existing doors and hardware as shown on the drawings.

B. Repair immediately any adjacent surfaces damaged during removal activities.

C. Dispose of removed items off of Forest Service lands.

3.2 INSTALLATION

A. Install steel doors and accessories according to shop drawings, manufacturer's data, and as specified.

B. Install new doors in existing frames.

C. Comply with provisions of SDI-105, “Recommended Erection Instructions for Steel Door Frames,” unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 081114 - 7

completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged.

1. Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings.

2. In masonry construction, install at least 3 wall anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire anchors and masonry T-shaped anchors.

3. At existing concrete or masonry construction, install at least 3 completed opening anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Set frames and secure to adjacent construction with bolts and masonry anchorage devices.

4. In metal-stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels. In steel-stud partitions, attach wall anchors to studs with screws.

5. Install fire-rated frames according to NFPA 80.

D. Fit hollow-metal doors accurately in frames, within clearances specified in

ANSI/SDI 100.

3.3 ADJUSTING AND CLEANING

A. Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air-drying primer.

B. Immediately before final inspection, remove protective wrappings from doors and frames.

END OF SECTION 081114

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 081114 - 8

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 083113 - 1

FLATWOODS JOB CORPS CCC ACCESS DOORS AND FRAMES

SECTION 083113

ACCESS DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Access doors and frames.

1.2 SUBMITTALS

A. Product Data: For each type of access door indicated.

B. Samples: For each exposed finish.

C. Schedule: Door and frame schedule, including types, general locations, sizes, con-struction details, latching or locking provisions, and other data pertinent to installation.

1.3 QUALITY ASSURANCE

A. Size and Location Verification: Determine specific locations and sizes for access doors needed to gain access to attic.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

1. Hot-Dip Galvanized Steel: Coat to comply with ASTM A 123/A 123M for steel and iron products and ASTM A 153/A 153M for steel and iron hardware.

B. Steel Sheet:

1. Hot-Rolled: ASTM A 569/A 569M, Commercial Steel (CS), Type B; free of scale, pitting, and surface defects; pickled and oiled.

2. Cold-Rolled: ASTM A 366/A 366M, Commercial Steel (CS), or

ASTM A 620/A 620M, Drawing Steel (DS), Type B; stretcher-leveled standard of flatness.

a. Electrolytic zinc-coated steel sheet, complying with

ASTM A 591/A 591M, Class C coating, may be substituted at fabricator's option.

3. Electrolytic Zinc Coated: ASTM A 591/A 591M, Commercial Steel (CS), with Class C coating and phosphate treatment to prepare surface for painting.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 083113 - 2

4. Metallic Coated: ASTM A 653/A 653M, Commercial Steel (CS), Type B, with A60 (ZF180) zinc-iron-alloy (galvannealed) coating or G60 (Z180) mill-phosphatized zinc coating; stretcher-leveled standard of flatness.

C. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D.

D. Drywall Beads: Edge trim formed from 0.0299-inch (0.76-mm) zinc-coated steel sheet formed to receive joint compound and in size to suit thickness of gypsum panels indicated.

E. Paint:

1. Shop Primer for Ferrous Metal: Fast-curing, lead- and chromate-free, universal modified-alkyd primer complying with performance requirements in FS TT-P- 664; selected for good resistance to normal atmospheric corrosion, compatibility with finish paint systems indicated, and capability to provide sound foundation for field-applied topcoats despite prolonged exposure.

2. Shop Primer for Metallic-Coated Steel: Organic zinc-rich primer complying with SSPC-Paint 20 and compatible with topcoat.

3. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying with SSPC-Paint 20.

2.2 ACCESS DOORS AND FRAMES

A. Available Manufacturers: Subject to compliance with requirements, manufacturers of-fering products that may be incorporated into the Work include, but are not limited to, the following:

1. Acudor Products, Inc.

2. Cesco Products.

3. Karp Associates, Inc.

4. Milcor Limited Partnership.

5. Nystrom Building Products Co.

6. Williams Bros. Corporation of America (The).

B. 1 Hour Fire-Rated Recessed Access Doors and Frames:

1. Material: Prime-painted steel sheet.

2. Finish: white powder coat.

3. Surface Type: Gypsum board.

4. Locations: Ceilings.

5. Door: 20 gauge galvannealed steel with mineral wool insulation.

a. Reinforce panel as required to prevent buckling.

6. Frame: Minimum 16 Ga. thick sheet metal with bead or edge for surface type indicated.

7. Hinges: continuous piano hinge.

8. Latch: self -latching tool-key operated slam latch.

9. Lock: Key-operated cylinder lock.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 083113 - 3

10. With automatic panel close and inside panel release.

11. Meeting ASTM E119 for 1-hour fire rating in horizontal ceiling assembly.

2.3 FABRICATION

A. Latching Mechanisms: Furnish number required to hold doors in flush, smooth plane when closed.

1. For cylinder lock, furnish two keys per lock and key all locks alike.

2. For recessed panel doors, provide access sleeves for each locking device. Fur-nish plastic grommets and install in holes cut through finish.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Advise installers of other work about specific requirements relating to access door in-stallation, including sizes of openings to receive access door and frame, as well as lo-cations of supports, inserts, and anchoring devices.

B. Set frames accurately in position and attach securely to supports with plane of face panels aligned with adjacent finish surfaces.

C. Adjust doors and hardware after installation for proper operation.

END OF SECTION 083113

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 083113 - 4

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 087100 - 1

FLATWOODS JOB CORPS CCC DOOR HARDWARE

SECTION 087100

DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Lock Cylinders and Keys.

2. Lock and Latch Sets.

3. Pull handles.

4. Exit Devices.

5. Closers.

6. Stops.

7. Weatherstripping for Exterior Doors.

8. Thresholds.

1.2 QUALITY ASSURANCE

A. Obtain each type of hardware (latch and lock sets, hinges, closers, etc.) from a single manufacturer, although several may be indicated as offering products complying with requirements.

B. Provide hardware for fire-rated openings in compliance with NFPA Standard No. 80 and the International Building Code. Provide only hardware which has been tested and listed by UL or FM for types and sizes of doors required and complies with re-quirements of door and door frame labels.

1.3 SUBMITTALS

A. Submit proposed hardware list showing all items listed on hardware schedule.

B. Submittal shall include manufacturer’s catalogs, certification, or other material which proves compliance with these specifications.

C. Hardware Schedule:

1. Submit final hardware schedule in manner indicated below.

2. Coordinate hardware with doors and other related work to ensure proper size, thickness, hand function and finish of hardware.

D. Final Hardware Schedule Content:

1. Based on finish hardware indicated, organize hardware schedule into “hardware sets: indicating complete designations of every item required for each door or opening.

2. Include the following information:

a. Type, style, function, size and finish of each hardware item.

b. Name and manufacturer of each item.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 087100 - 2

c. Fastenings and other pertinent information.

d. Location of hardware set cross-referenced to indications on Drawings both on floor plans and in door and frame schedule.

e. Explanation of all abbreviations, symbols, codes, etc. contained in sched-ule.

f. Mounting locations for hardware.

g. Door sizes and materials.

E. Sample warranties.

1.1 CLOSEOUT SUBMITTALS

A. Operations and maintenance data in compliance with General Requirements section.

B. Warranties.

1.4 PRODUCT HANDLING

A. Hardware shall be delivered and stored in packages that permit handling without dam-age to the contents.

B. Each package shall be marked to permit easy identification and shall contain fastening and installation instructions.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

1. Lock, Latch, and Passage Sets

a. Corbin Russwin Architectural Hardware ml 2000 series.

b. Sargent Manufacturing 8200 series.

c. Yale Security Inc. 8800 series.

2. Pull Handles

a. C.R. Laurence Co., Inc.

3. Bolts

a. Rockwood.

b. McKinney.

c. Quality.

d. Trimco.

4. Exit Devices

a. Corbin Russwin Architectural Hardware ED 4000 Series.

5. Operating Trim

a. Rockwood.

b. McKinney.

c. Quality.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 087100 - 3

d. Trimco.

6. Closers

a. Corbin Russwin Architectural Hardware DC 6000.

b. Norton Door Controls 7500 series.

c. Sargent Manufacturing Co. 351 series.

d. Yale Security Inc. 4400 series.

7. Protective Trim Units

a. Rockwood.

b. McKinney.

c. Quality.

8. Stops and Holders

a. Rockwood.

b. LCN Closers.

c. Norton Door Controls.

d. Sargent Manufacturing Co.

e. Yale Security Inc..

9. Door Gasketing (Weather Stripping) and Thresholds

a. McKinney.

b. Pemko Manufacturing Co.

c. Reese Enterprises.

d. Zero International, Inc.

10. Cylinders, Keying, and Strikes

a. Same manufacturer as for locks and latches.

2.2 SCHEDULED HARDWARE

A. Requirements for design, grade, function, size and other distinctive qualities of each type of finish hardware is indicated in the Hardware Schedule at the end of this sec-tion.

2.3 REFERENCE SPECIFICATIONS

A. ANSI/BHMA designations used elsewhere in this section or in schedules to describe hardware items or to define quality or functions are derived from the following stand-ards. Provide products complying with these standards and requirements specified elsewhere in this section.

1. Butts and Hinges: ANSI A156.1 (BHMA 101)

2. Locks and Lock Trim: ANSI A156.2 (BHMA 601)

3. Exit Devices: ANSI A156.2 (BHMA 701)

4. Door Controls – Closers: ANSI 156.4 (BHMA 301)

5. Auxiliary Locks: ANSI A156.13 (BHMA 501)

6. Template Hinge dimensions: ANSI A156.7

7. Mortise Locks and Latches: ANSI A156.13 (BHMA 621)

8. Sliding and Folding Door Hardware: ANSI A156.14 (BHMA 401)

9. Materials and Finishes: ANSI A156.18 (BHMA 1301)

B. Federal Specifications:

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 087100 - 4

1. Locks and Door Trim – FF-H-106C/Gen., 106/1, 106/2, 106/3.

2. Shelf and Miscellaneous Hardware – FF-H-111C.

3. Hinges – FF-H-116E

4. Door closers – FF-H-121D

2.4 MATERIALS AND FABRICATION

A. General: Drawings show assumptions as to the direction of swing or hand of each ex-isting door leaf. Field verify. Door swing/hand of new doors to match existing. Fur-nish each item of hardware for proper installation and operation of door movement.

B. Base Metals: Produce hardware units of basic metal and forming method indicated, using manufacturer’s standard metal alloy, composition, temper and hardness, but in no case of lesser (commercially recognized) quality than specified for applicable hardware units by applicable ANSI A156 series standard for each type hardware item and with ANSI A156.18 for finish designations indicated. Do not furnish “optional” materials or forming methods for those indicated, except as otherwise specified.

C. Provide hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware which has been prepared for self-tapping sheet metal screws.

D. Furnish screws for installation, with each hardware item. Provide Phillips flat-head screws. Finish exposed (exposed under any condition) screws to match hardware fin-ish or, if exposed in surfaces of other work, to match finish of such other work as closely as possible, including “prepared for paint” in surfaces to receive painted finish.

E. Provide concealed fasteners for hardware units which are exposed when door is closed, except to extent no standard units of type specified are available with con-cealed fasteners. Do not use thru-bolts for installation where bolt head or nut on op-posite face is exposed in other work, except where it is not feasible to adequately rein-force the work. In such cases, provide sleeves for each thru-bolt or use hex screw fas-teners.

F. Any item found defective or deficient shall be removed and replaced with good and suitable hardware.

2.5 LOCK CYLINDERS AND KEYING

A. All new door lock cylinders to be keyed to match existing Master Key system used on the building. Government to furnish key to Contractor to apply to the locksets.

B. Equip locks with manufacturer’s standard 6-pin tumbler cylinder.

C. Metals: Construct lock cylinder parts from brass/bronze, stainless steel or nickel silver.

D. Keys are not required as part of this project.

MISCELLANEOUS BUILDING LIFE SAFETY REHAB 087100 - 5

2.6 LOCKS, LATCHES AND BOLTS

A. Mortise Locksets

1. All lock sets shall be ANSI 156.13 Series 1000, Grade 1 Certified. All functions shall be manufactured in a single sized case formed from 12 gauge steel mini-mum. The lockset shall have a field-adjustable, beleved armored front, with a 0.125”minimum thickness and shall be reversible without opening the lock body. The lockset shall be 2 ¾” backset with a one-piece ¾” antifriction stain-less steel latchbolt and the deadbolt shall be a full 1” throw made of stainless.

All strikes shall be non-handed with a curved lip. To insure proper alignment, all trim, shall be thrubolted and fully interchangeable between rose and escutcheon designs and shall be the product of one manufacturer.

B. Lockset Strikes

1. Strikes shall be non-handed and available with curved lip, full lip or ASA type strikes as required. Provide strikes with lip-length required to accommodate jamp and/or trim detail and projection.

2.7 PUSH/PULL UNITS

A. Exposed Fasteners: Provide manufacturer's standard exposed fasteners for installa-tion; through-bolted for matched pairs, but not for single units.

B. Concealed Fasteners: Provide manufacturer's special concealed fastener system for installation; through-bolted for matched pairs, but not for single units.

2.8 CLOSERS AND DOOR CONTROL DEVICES

A. Surfaced Mounted Closers – Heavy Duty

1. All door closers shall be ANSI 156.4, Grade 1 Certified. All closers shall have aluminum alloy bodies, forged steel arms, and separate valves for adjusting back check, closing and latching cycles and adjustable spring to provide up to 50% increase in spring power.