005 OCO MULT BLDG LS ARCH SPECS_PLANS reduced.pdf

PACKAGE 005

OCONALUFTEE JOB CORPS CENTER

MULTIPLE BUILDING LIFE SAFETY - ARCHITECTURAL

SPECIFICATIONS AND PLANS

MAY 2023

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 1

OCONALUFTEE JOB CORPS CCC GENERAL REQUIREMENTS

OCONALUFTEE JOB CORPS CENTER

MULTIPLE BUILDING LIFE SAFETY - ARCHITECTURAL

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 Building 4, Dormitory C:

a. Construct fire rated ceiling in 2 mechanical rooms, remove and reinstall fixtures, devices, etc as required for ceiling installation.

b. Install fire rated ceiling access panel in 2 mechanical rooms, coordinate with fire rated ceiling installation.

2 Building 11a, Health Occupation:

a. Construct fire rated ceiling in mechanical and electrical rooms, remove and reinstall fixtures, devices, etc as required for ceiling installation.

3 Building 8, Multi-Purpose & Bus/Cler Vocation Life:

a. Construct attic draftstop partition wall with self-closing, latched hatch.

Remove and reinstall fixtures, devices, etc as required for draftstop installation. Seal around all draftstop penetrations (ducts, raceways, etc) with non-combustible sealant.

b. Relocate existing audio/visual alarms (4) to mounting heights required by NFPA 72 (2022) Section 18.5.5.1.

1.2 LOCATION

1.3 The Oconaluftee Job Corps Center is located on the east side of the Great Smoky Mountain National Park approximately two miles West of Cherokee, North Carolina.

The address is 502 Oconaluftee Job Corps Road, Cherokee NC 28719.

1.4 WORK HOURS

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

1.5 POINT OF CONTACT

Center Point of Contact: Jack Long, ph: 829.497.8025, email: Jack.Long@usda.gov

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 2

1.6 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.

1.7 WORK RESTRICTIONS

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

1.8 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 may or may not be awarded, depending on funding availability.

B. Base Items (BI):

1. Base Item No. 1 - Building 4, Dormitory C

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 all work indicated in the summary of work and drawings for this building.

c. Construct a 1-hour fire-rated ceiling consisting of two layers of 5/8” gypsum board in two existing mechanical rooms.

i. Remove and re-install all devices such as sprinklers, lights, switches, fire alarms, etc as required for gypsum board installation.

ii. Provide framing, nailers, and blocking as required for proposed ceiling.

iii. Install 1-hour rated attic access ceiling access panel in each mechanical room.

iv. Seal and tape all joints and fill voids and penetrations with fire stopping compound.

d. Deficiencies: #124662.

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 3

2. Base Item No. 2 – Building 11A, Health Occupation

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

f. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform all work indicated in the summary of work, drawings, and specifications for this building.

g. Construct 1-hour fire-rated ceiling consisting of two layers of 5/8” gypsum board in two existing mechanical rooms.

i. Remove and re-install all devices such as sprinklers, lights, switches, fire alarms, etc as required for gypsum board installation.

ii. Provide framing, nailers, and blocking as required for proposed ceiling.

h. Deficiencies: #124672.

3. Base Item No. 3 – Building 8, Multipurpose & Bus/Cler Vocation

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform all work indicated in the summary of work, drawings, and specifications for this building associated with fire alarm relocation.

b. Adjust location of 4 audio-visual alarm devices to comply with the requirements of NFPA 72 mounting heights and 3’ minimum offsets from HVAC supply/return diffusers.

c. Deficiencies: #124928.

4. Base Item No. 4 – Building 8, Multipurpose & Bus/Cler Vocation

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to perform all work indicated in the summary of work, drawings, and specifications for this building associated with draftstop wall construction.

b. Construct draftstop wall inside the attic extending from main level ceiling to the roof deck. Locate wall above the conference room North Wall and follow existing roof framing. Remove and reinstall ducks, wire, conduit, etc as required for wall construction. Install self-closing and latching door/hatch through the draftstop wall. Seal all penetrations through the draftstop wall with non-combustible sealant. Do not use access door/hatch for routing wire, conduit, etc.

c. Deficiencies: #124671.

C. Optional Items (OI):

c. Not Included (NIC) this contract.

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 4

PART 2 – PROJECT SCHEDULE

2.1 PROJECT SCHEDULE

ITEM* REQUIRED DUE DATE (calendar days)

Pre-Construction Conference

Within 10 days of Award (Virtually)

Notice To Proceed (NTP)

Issued first weekday after Pre-Construction Conference

Bonds 10 days after NTP

Action and Informational Submittals

10 days after NTP (CORs have 10 calendar days to return)

Closeout Submittals prior to CO acceptance of project

Contract Release form and final pay request

10 days after CO acceptance of project

* All items above must be included in contractor’s construction schedule

PART 3 – SUBMITTAL PROCEDURES

3.1 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.

3.2 PROCEDURES

A. Contractor Responsibilities

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

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 5

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.

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

3.3 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.

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 6

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.

3.4 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.

3.5 CLOSEOUT SUBMITTALS

A. Prepare and submit Closeout Submittals, as follows:

1. See Technical Specification Sections.

2. One-Year Warranty on Entire Project as required by FAR 52.246–21

3. Project Record Documents.

PART 4 – TEMPORARY FACILITIES AND CONTROLS

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

4.2 SANITARY FACILITIES

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

4.3 STAGING AND STORAGE

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 7

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

4.4 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.

4.5 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 5 – EXECUTION REQUIREMENTS

5.1 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.

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 8

5.2 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.

5.3 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.

5.4 PROTECTION OF INSTALLED CONSTRUCTION

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

5.5 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 6 – CLOSEOUT PROCEDURES

6.1 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.

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 9

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.

6.2 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

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 10

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.

6.3 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.

6.4 FINAL CLEANING

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

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

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

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

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

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

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

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

END OF SECTION 010150

MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 010150 – 11

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MULT. BLDG. LIFE SAFETY – ARCHITECTURAL

OCONALUFTEE JOB CORPS CCC

024119 - 1

SELECTIVE DEMOLITION

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, demolition waste becomes property of Contractor.

1.3 INFORMATIONAL SUBMITTALS

A. Schedule of selective demolition activities with starting and ending dates for each activity.

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 government as far as practical.

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

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Contracting Officer.

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

E. 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.

024119 - 2

SELECTIVE DEMOLITION

F. Arrange selective demolition schedule so as not to interfere with government'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. Inventory and record the condition of items to be removed and salvaged.

3.2 PREPARATION

A. General Contractor is responsible for coordination between trades and Contracting Officer’s Representative (COR) for temporary shutdown of equipment, electricity, plumbing, Fire Alarm system etc as required for removal and reinstallation associated with this project.

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.

024119 - 3

SELECTIVE DEMOLITION

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.

3.4 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.

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 1 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 in accordance with State and

Federal requirements.

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.

024119 - 4

SELECTIVE DEMOLITION

C. 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.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by the Contracting Officer, 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.

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

2022 MULT. BLDG. LIFE SAFETY – ARCHITECTURAL

061000 - 1

ROUGH CARPENTRY

SECTION 061000 - ROUGH CARPENTRY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Framing with dimension lumber.

2. Draftstop wall panels.

3. Rooftop equipment bases and support curbs.

4. Wood blocking, cants, and nailers.

5. Wood furring and grounds.

6. Wood sleepers.

7. Plywood backing panels.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: Comply with DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.

2. Dress lumber, S4S, unless otherwise indicated.

B. Maximum Moisture Content:

1. Dimension Lumber: 19 percent unless otherwise indicated.

2.2 PRESERVATIVE TREATMENT

A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior construction not in contact with ground.

1. Preservative Chemicals: Acceptable to Contracting Officer having jurisdiction and containing no arsenic or chromium.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements for untreated material.

C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.

D. Application: Treat items that:

061000 - 2

ROUGH CARPENTRY

1. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete.

2. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls.

3. Wood framing members that are less than 18 inches above the ground in crawlspaces or unexcavated areas.

2.3 DIMENSION LUMBER FRAMING

A. Interior Framing by Grade: Construction or No. 2 grade.

1. Application: All interior framing.

2. Species:

a. Southern pine or mixed southern pine; SPIB.

b. Northern species; NLGA.

c. Eastern softwoods; NeLMA.

d. Western woods; WCLIB or WWPA.

2.4 DRAFTSTOP WALL PANELS

A. Draftstop Wall Panels: Provide framing for draftstop panel support anchored to existing framing materials. Draftstop wall panels will consist of one or more of the following:

1. 1” nominal lumber.

2. 15/32” minimum thickness wood structural panels.

a. Exposure: Interior or exterior.

b. Grade: C or better.

3. ½” gypsum board, see Section 092900 for requirements.

4. Mineral wool or glass fiber batts/blankets.

a. FSK Faced.

b. Lap and foil tape joint with tape compatible with foil facing.

c. Securely fasten to framing to support blanket gravity loads and resist air movement.

2.5 MISCELLANEOUS LUMBER

A. Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following:

1. Blocking.

2. Nailers.

3. Rooftop equipment bases and support curbs.

4. Cants.

5. Furring.

6. Grounds.

B. Dimension Lumber Items: Construction or No. 2 grade lumber of any species.

061000 - 3

ROUGH CARPENTRY

C. Concealed Boards: 19 percent maximum moisture content and any of the following species and grades:

1. Mixed southern pine or southern pine; No. 2 grade; SPIB.

2. Eastern softwoods; No. 2 Common grade; NeLMA.

3. Northern species; No. 2 Common grade; NLGA.

4. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA.

2.6 FASTENERS

A. General: Fasteners are to be of size and type indicated and comply with requirements specified in this article for material and manufacture. Provide nails or screws, in sufficient length, to penetrate not less than 1-1/2 inches into wood substrate.

1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A153/A153M.

B. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated.

B. Set work to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction.

C. Do not splice structural members between supports unless otherwise indicated.

D. Do not cut or notch existing structural members without approval by the Contracting Officer.

E. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code (IBC).

F. Draftstop walls shall be fastened to existing attic framing member and be continuous from the ceiling below to the roof deck sheathing above.

1. Add supplementary wood framing as required for support of draftstop materials and fasten securely to existing building framing.

2. Butt joint centered on wood framing members for wood, gypsum or other approved rigid wall materials.

3. Lap and tape flexible wall materials and fasten to framing per manufacturer’s recommended fastening schedule.

061000 - 4

ROUGH CARPENTRY

4. Seal edges, penetrations through draftstop wall, and gaps with non-combustible sealants.

5. Install draftstop access door in location that provides the best direct access through the wall, install framing and supports as required for door installation and construct wooden landings spanning between adjoining ceiling joists or trusses on each side of the access doors that match the access door width.

END OF SECTION 061000

MULT. BLDG. LIFE SAFETY -ARCHITECTURAL 083113 - 1

OCONALUFTEE 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. Closeout: Furnish keys to Center POC.

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.

MULT. BLDG. LIFE SAFETY -ARCHITECTURAL 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 Ceiling Access Panel (P1):

1. Material: Prime-painted steel sheet.

2. Finish: white powder coat.

3. Surface Type: Gypsum board.

4. Size: 22”x30” minimum.

5. Locations: Ceilings.

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

a. Reinforce panel as required to prevent buckling.

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

8. Hinges: continuous piano hinge.

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

MULT. BLDG. LIFE SAFETY -ARCHITECTURAL 083113 - 3

10. Lock: Key-operated cylinder lock.

11. With automatic panel close and inside panel release.

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

13. Install in accordance with manufacturer’s directions for fire rated installation.

14. Warranty: 1 year minimum.

C. Draftstop Wall Access Panel (P2):

1. Material: Prime-painted steel sheet.

2. Finish: white powder coat.

3. Surface Type: Gypsum board or other approved finish.

4. Size: 22”wide x30” tall, minimum.

5. Locations: Draftstop wall.

6. Door: 20 gauge galvannealed steel.

a. Reinforce panel as required to prevent buckling.

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

8. Hinges: continuous piano or pin hinge.

9. Latch: self -latching handle operated slam latch.

10. Lock: NA.

11. With automatic panel close and inside panel release.

12. Warranty: 1 year minimum.

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

MULT. BLDG. LIFE SAFETY -ARCHITECTURAL 083113 - 4

THIS PAGE IS INTENTIONALLY LEFT BLANK

2022 MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 092900 - 1

OCONALUFTEE JOB CORPS CCC GYPSUM BOARD AND FIRE SEALING

SECTION 092900

GYPSUM BOARD AND FIRE SEALING

PART 1 – GENERAL

1.1 SUMMARY

A. Product Data: For each type of product indicated.

1. Interior gypsum board and accessories.

2. Fire foam sealant.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

PART 2 – PRODUCTS

2.1 INTERIOR GYPSUM BOARD

A. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as appli-cable to type of gypsum board indicated and whichever is more stringent.

1. Available Manufacturers: Subject to compliance with requirements, manufac-turers offering products that may be incorporated into the Work include, but are not limited to, the following:

2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. American Gypsum Co.

b. BPB America Inc.

c. G-P Gypsum.

d. Lafarge North America Inc.

e. National Gypsum Company.

f. PABCO Gypsum.

g. Temple.

h. USG Corporation.

B. Type X:

1. Thickness: 5/8 inch (15.9 mm).

2. Long Edges: Tapered.

C. Draftstop only:

1. ½” minimum thickness.

2022 MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 092900 - 2

D. Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board.

1. Thickness: 5/8 inch (15.9 mm), Type X.

2. Long Edges: Tapered.

2.2 TRIM ACCESSORIES

A. Interior Trim: ASTM C 1047.

1. Material: Galvanized or aluminum-coated steel sheet or rolled zinc.

2. Shapes:

a. Cornerbead.

b. LC-Bead: J-shaped; exposed long flange receives joint compound.

c. L-Bead: L-shaped; exposed long flange receives joint compound.

d. U-Bead: J-shaped; exposed short flange does not receive joint compound.

e. Expansion (Control) Joint.

2.3 JOINT TREATMENT MATERIALS

A. General: Comply with ASTM C 475/C 475M.

B. Joint Tape:

1. Interior Gypsum Wallboard: Paper.

C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats.

1. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas, use setting-type taping compound.

2. Embedding and First Coat: For embedding tape and first coat on joints, fasten-ers, and trim flanges, use setting-type taping compound.

a. Use setting-type compound for installing paper-faced metal trim accesso-ries.

3. Fill Coat: For second coat, use setting-type, sandable topping compound.

4. Finish Coat: For third coat, use setting-type, sandable topping compound.

2.4 AUXILIARY MATERIALS

A. General: Provide auxiliary materials that comply with referenced installation stand-ards and manufacturer's written recommendations.

B. Laminating Adhesive: Adhesive or joint compound recommended for directly adher-ing gypsum panels to continuous substrate.

2022 MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 092900 - 3

1. Use adhesives that have a VOC content of 50 g/L or less when calculated ac-cording to 40 CFR 59, Subpart D (EPA Method 24).

C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.

2.5 FIRE FOAM SEALANT

A. Smoke, sound, and firestopping foam for wall and floor penetrations. Two-part sag-resistant formulation that dries to a flexible solid, paintable with primer, B. Meets ASTM E814/UL 1479 and ASTM E84/UL 723.

PART 3 – EXECUTION

3.1 APPLYING AND FINISHING PANELS, GENERAL

A. Comply with ASTM C 840.

B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged.

C. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations, and trim edges with edge trim where edges of panels are exposed.

Seal joints between edges and abutting structural surfaces with fire sealant.

D. Wood Framing: Install gypsum panels over wood framing, with floating internal cor-ner construction. Do not attach gypsum panels across the flat grain of wide-dimension lumber, including floor joists and headers. Float gypsum panels over these members, or provide control joints to counteract wood shrinkage.

3.2 APPLYING INTERIOR GYPSUM BOARD

A. Install interior gypsum board in the following locations:

1. Draftstop wall.

a. Note gypsum wallboard is one of several acceptable materials for draftstop wall construction.

2. Type X Ceiling Type: ceilings.

3.3 INSTALLING TRIM ACCESSORIES

A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions.

B. Control Joints: Install control joints according to ASTM C 840 and in specific loca-tions approved by CO for visual effect.

2022 MULT. BLDG. LIFE SAFETY - ARCHITECTURAL 092900 - 4

C. Interior Trim: Install in the following locations:

1. LC-Bead: Use at exposed panel edges.

3.4 FINISHING GYPSUM BOARD

A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetra-tions, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces.

1. Fire rated ceiling finish: Face layer joints and fasteners – Level 2.

2. Draftstop: None.

B. Prefill open joints, rounded or beveled edges, and damaged surface areas.

C. Apply joint tape over gypsum board joints.

3.5 FIRE SEALING

A. Install fire stopping sealant at all penetrations in gypsum board in accordance with manufacturer’s instructions.

3.6 PROTECTION

A. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period.

B. Remove and replace panels that are wet, moisture damaged, and mold damaged.

1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape.

2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.

END OF SECTION 092900

284621.13 - 1

CONVENTIONAL FIRE-ALARM SYSTEMS

SECTION 284621.13 - CONVENTIONAL FIRE-ALARM SYSTEMS

1.1 SUMMARY

A. Relocation and or extension of existing fire alarm pull stations.

1.2 QUALITY ASSURANCE

A. Quality Standard: NFPA 72.

B. Electrical Standard: NFPA 70, including but not limited to Article 760.

C. Fire Alarm system work shall be performed by NICET Certified Fire Alarm Installer.

1.3 PRODUCTS

A. Raceways: EMT.

B. Control cables and/or conductors: Contractor shall provide cable/conductor extension compatible with existing Fire Alarm (FA) control wiring.

1.4 EXECUTION

A. Contractor shall relocate audio/visual alarms indicated in plans to heights required by NFPA 72 and offset a minimum of 36” from any HVAC supply/return diffusers.

B. Relocation shall be performed in a neat workman type manner, with installed materials set square, plumb, and in accordance with referenced codes, standards, and manufacturer’s requirements.

C. Contractor shall fill, patch, and finish holes, penetrations and similar damage associated with the relocation activities to match the surrounding finished surfaces.

END OF SECTION 284621.13

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

LIFE SAFETY -

ARCHITECTURAL

OCONALUFTEE JOB CORPS

CIVILIAN CONSERVATION

CENTER

NANTAHALA

NATIONAL FOREST

12/2022 6

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

TITLE SHEET

A.GARRISON, PE

A. CARROLL, PE

T1.0

1. T1.0 TITLE SHEET

2. G1.0 SITE PLAN

3. A1.0 BUILDING 4, DORMITORY C LIFE SAFETY PLAN

4. A2.0 BUILDING 8, MULTI-PURPOSE & BUS/CLER, VOCATION LIFE SAFETY PLAN

5. A2.1 BUILDING 8, MULTI-PURPOSE & BUS/CLER, DEFICIENCY PHOTOS

6. A3.0 BUILDING 11A, HEALTH OCCUPATION LIFE SAFETY PLAN

INDEX

SHEET SHEET

SUB

TITLE OF SHEET

PROJECT ADDRESS

502 Oconaluftee Job Corps Road, Cherokee NC 28719

GOOGLE MAPS (2022), NO SCALE

PROJECT LOCATION

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

MULTIPLE BUILDING LIFE

SAFETY - ARCHITECTURAL

NANTAHALA

NATIONAL FOREST

OCONALUFTEE JOB

CORPS CENTER

SWAIN COUNTY,

NORTH CAROLINA

SOUTHERN REGION

U.S. LOCATION MAP

PROJECT

LOCATION

PROJECT

LOCATION

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DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

SITE PLAN

A.GARRISON, PE

A. CARROLL, PE

G1.0

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

LIFE SAFETY -

ARCHITECTURAL

OCONALUFTEE

JOB CORPS

CIVILIAN CONSERVATION

CENTER

NANTAHALA NATIONAL FOREST

12/2022 6

SHADING DENOTES BUILDINGS

INCLUDED IN THIS CONTRACT

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MECH. MECH.

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

BUILDING 4,

DORMITORY C

LIFE SAFETY

PLAN

A.GARRISON, PE

A. CARROLL, PE

A1.0

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

LIFE SAFETY -

ARCHITECTURAL

OCONALUFTEE

JOB CORPS

CIVILIAN CONSERVATION

CENTER

NANTAHALA NATIONAL FOREST

12/2022 6

NOTES:

1. DIMENSIONS, SCALES, AND PHOTOS ARE FOR GENERAL PROJECT SCOPING

ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATELY

MEASURING AND REVIEWING SPACES TO ASCERTAIN THE FULL EXTENT OF

THE WORK REQUIRED AND FOR MATERIAL PROCUREMENT AND INSTALLATION

PURPOSES.

KEY NOTES

MECHANICAL ROOMS, INSTALL 2 LAYERS OF 5/8"…