B38 SOW and Specifications.pdf

B38-PISGAH DORM-BATH-MECH ROOM REHAB 010150 – 1

SCHENCK JOB CORPS CCC GENERAL REQUIREMENTS

B38-PISGAH DORM-BATH-MECH ROOM REHAB

SCHENCK JOB CORPS CIVILIAN CONSERVATION CENTER

SECTION 010150

STATEMENT OF WORK/GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

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

1. Base Item No. 1- Bathroom Rehab

2. Base Item No. 2- Mechanical Room Rehab

1.2 LOCATIONS

A. This project is located at the Schenck Job Corps Civilian Conservation Center located 5.3 miles from Brevard, NC in Transylvania, County. 98 Schenck Drive, Pisgah Forest, NC, 28768. Driving instructions can be obtained from the Center by calling (828) 862-6100.

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-SITE VISITS ONLY

Center Point of Contact: Bill Davis (828) 862-6131, john.davis6@usda.gov

1.5 USE OF PREMISES

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

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

C. Keep driveways, parking areas, loading areas, and entrances to buildings clear at all times and available to Government, Government's employees, and emergency vehicles.

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

mailto:john.davis6@usda.gov

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1.6 WORK RESTRICTIONS

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

1.7 PERMITS (NOT USED)

1.8 SCHEDULE OF ITEMS

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

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

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

3. Optional Items (if applicable) may or may not be awarded, depending on funding availability.

B. Base Items (BI):

1. Base Item No. 1 – Bathroom Rehab

a. Unit: Lump Sum.

b. JCC Deficiency #’s: NA.

c. General—The bathroom rehab shall meet the requirements of the International

Building Code and associated references. Replacement materials shall be new and in-kind unless noted otherwise. Alternate replacement materials shall be approved by the CO. Materials shall be similar to existing, unless stated otherwise. All work in this item shall be coordinated so all work is done as a complete install with no rework. All items removed, unless otherwise noted, shall be disposed properly off government property. All remediation efforts shall be done with proper PPE and ventilation as required.

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

a. ADA Shower---Remove existing bathtub in the bathroom, with care to maintain the drain and water supply. Replace with an ADA shower unit compliant with ABA Standards section 608. Provide shop drawing showing proposed unit, accessories including controls, shower head, grab rails, hinged seat, and required maneuvering space in adjoining area into the shower. Prepare the walls and floor to receive new shower unit. The unit should be installed to as to keep water in the unit but allow by ABA Act the proper transition from finished floor into shower, provide shop drawing. Finish plumbing fixtures to be submitted to CO for approval at least 10 days prior to installation. Adjustable height head with 60" hose complying with Architectural Barriers Act Standard 608.6 "Shower Spray Unit and Water". The shower shall also contain appropriate handrails anchored correctly, and a bench that can be raised and lowered. The

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contractor shall submit the unit and valve prior to ordering. Provide all final connections with water supply, drains, and finishes adjacent to new stall to match current finishes adjacent to new unit.

b. Shower Area Floor---Floor in shower area is to be removed to the structural members. Remove all shower partitions and salvage for reuse as currently installed. Remove approximately 144 SF of floor tile, cement mortar, underlayment, pan liner, vapor barrier in Shower Room and Drying Area. (all materials to the structural members). It is assumed the subflooring is rotted. Inspect and provide photos of the structural members holding the sub flooring for any water damage and appropriate integrity for new floor. Inform the COR if water damage exists, and prior to any repairs, for approvals. Submit proposed tile, epoxy flooring, and finish plumbing, for CO approval prior to installation. Install new sub flooring. Install PVC pan liner.

Top with concrete mortar and slope shower floor to drain at a slope of ¼” per linear foot. PVC pan liner shall extend up shower wall a minimum of 12”. Install ½” thick seamless epoxy floor system consisting of two component epoxy resins with 100% solids. Epoxy floor shall have an integral cove 12” high. Center via COR to pick all colors and finishes from approved products full line of colors.

c. Plumbing Chase---The plumbing chase shower wall has extensive mold on it and some of the 2X4 studs are so rotted they are pulling away from the drywall. That entire shower wall needs to selectively demolished, be mold remediated and built back, approximate 96SF wall (as identified on floor plan). The flooring in the chase shall be removed to structural members with shower floor work to inspect the structural members. Replace sub flooring, flooring if present.

Remove entire stud wall, to include framing, backer board if present, wall tiles, current plumbing fixtures. Protect adjoining walls and finishes to help finishes between new wall and existing walls look as one when done. The existing wall water barriers shall be tied into new barriers. Install vapor barrier (6 mil poly or rolled on membrane such as Red or Green), 2 layers of ½” thick cement backer board, latex-modified thin set, caulking, and 6” x 6” ceramic tile. Vapor barrier shall overlap shower pan liner a minimum of 2”. Install decorative accent tile. Color to match style and color of existing accent tile in bathroom area (COR submittal approval needed).

Install new plumbing waterlines for the new (replace in kind) shower valves, and new shower heads. Insulate supply water lines. New valves, shower heads, and sink faucets shall be in same location as existing. Install 2-piece floor drains, each the same size as existing, and connect it to the existing drain lines. Finish plumbing fixtures to be submitted to CO for approval at least 10 days prior to installation.

Shower valves and heads to be Moen Chateau Posi-Temp Single handle spray, or equal. The ceiling in the chase shall be 2 layers of

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5/8 inch, type X gypsum board, with a fire tape finish. It is assumed that all mold in the chase and wall be removed with the reconstruction. Any remaining mold in the chase shall be addressed and appropriately remediated.

d. Shower/Bathroom Ventilation--- The entire shower/restroom area needs to be properly ventilated. Via submittal process, a commercial ventilation system shall be used. In the submittal provide calculations for fan selection. If multiple fans provide reasoning. Evaluated against IMC Section 403, with exhaust rates derived from table

403.1.1 (Public Spaces-Shower Room and Toilet Room) and brought up to the minimum required standard for public restrooms. Include zone air distribution effectiveness factors in calculating zone airflow requirements. Include as necessary supplementary intake grilles to serve all areas, toilet and shower areas, if a central exhaust fan system is used. Electrical work by licensed electrician. All new or extended wiring (if applicable) to be copper single conductors with ground (thhn or thwn type) in raceway. EMT conduit shall be used for interior spaces except FMC may be utilized for fishing new circuits through finished wall cavities and for final connections to equipment subject to movement or vibration. Provide wiring of new fans to meet the NEC. Existing circuits can be used if they are of correct wiring and breakers. Existing wiring and circuit size shall be identified in the submittal. Provide venting to the outdoors per manufacturer instructions and IMC. Ducts, if multiple exhaust grilles are included incorporate backdraft dampers in each duct section to prevent recirculation of exhaust air. Venting and termination to exterior shall be provided in submittal. The device to provide termination of the venting shall also be included in the submittal.

Remove and dispose of existing fans if present. If the existing opening shall either be reused and finished as the adjacent ceiling or patched and finished to match the adjacent ceiling.

e. ADA Bathroom Stall--- Where identified on the floor plan, pull out

2 existing water closet stalls, remove existing partitions and fixtures (center to retain if they choose). One of the fixtures, if it meets ABA standards can be re used in the new installation. Remove the drain from water closet to be abandoned. Abandon drain and water supply appropriately as to not be seen in finish product. The floor shall of uniform slopes to match rest of floor, match existing flooring and sub flooring to existing floor. The wall patches shall be of same construction and finishes of adjoining walls. Provide new stalls in the same area to meet the ABA standards. The water closet is assumed to be turned 90 degrees from existing in the new stall configuration.

Provide appropriate grab bars per ABA. The walls may need to be opened to provide proper anchoring for grab bars. Provide plan for

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grab bars in stall as a submittal for approval. Provide shop drawings and product data for partitions and grab bars as a submittal for approval. COR will cross check the dimensions with the ABA standards.

2. Base Item No.2 – Mechanical Room Rehab

a. Unit: Lump Sum.

b. JCC Deficiency #’s: NA.

c. General—The reconstruction of the mechanical room shall meet the requirements of the International Building Code and associated references. All items removed, unless otherwise noted, shall be disposed properly off government property. All remediation efforts shall be done with proper PPE and ventilation as required.

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

a. The reconstruction of the mechanical room shall meet the requirements of the International Code Council (ICC) Suite and associated references. The wall (approx. 96 SF) identified on the drawings and entire ceiling (approx. 256 SF) shall be removed and replaced. Remove all existing drywall and fiberglass insulation behind the removed drywall. The fiberglass insulation shall be replaced with same R-value of fiberglass in wall and R-60 in ceiling.

An alternate of spray insulation can be submitted for approval. 6 mil poly air barriers shall be placed between gypsum board and fiberglass insulation. 2 layers of 5/8” type X gypsum board shall be applied to both the wall and ceiling. The gypsum board finish shall be fire taped and gypsum board primer applied for wall and ceiling. All penetrations shall be fire caulked upon completion. The door in the wall to be finished shall be removed. The door shall be replaced with 36-inch fire rated steel door and frame. The new door shall be factory primed and finish painted on site after installation. The rough opening shall be inspected and addressed during the gypsum board and insulation work. The new steel frame and door shall meet the specifications attached. The door shall swing out with no panic device. The locks shall be “Best” locks and coordinated with the COR and Center. The entire room shall be free of mold upon completion. Free of mold consists of no visual signs. The work described is assumed to remove all mold that is visually present. If any spots are still visually present take action to remediate those areas to be free of mold. There are no reported leaks in the roof anymore.

PART 2 – SUBMITTAL PROCEDURES

2.1 DEFINITIONS

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

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

2.2 PROCEDURES

A. Contractor Responsibilities

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

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

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

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. Date of Contractor’s approval.

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

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

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

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

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

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

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

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

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

2.3 ACTION SUBMITTALS

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

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

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

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

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

2. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Required Action Submittals

1. Product Data: refer to technical specifications.

2. Shop Drawings

3. Sample Warranties

4. Construction Schedule.

5. Closeout documents listed in specs. O&M, final warranties.

2.4 INFORMATIONAL SUBMITTALS

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

1. Submit one pdf of each submittal, unless otherwise indicated. CO will one electronic copy.

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

B. Required Informational Submittals:

1. Predemolition photographs or video.

2. Accident prevention plan.

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PART 3 – TEMPORARY FACILITIES AND CONTROLS

3.1 USE OF UTILITIES

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

3.2 SANITARY FACILITIES

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

3.3 STAGING AREAS

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

3.4 CONSTRUCTION WASTE DISPOSAL FACILITIES

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

3.5 SAFETY AND ENVIRONMENTAL PROTECTION

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

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

C. Fire Protection.

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

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

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

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PART 4 – EXECUTION REQUIREMENTS

4.1 EXAMINATION

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

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

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

4.2 INSTALLATION

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

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

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

4.3 PROGRESS CLEANING

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

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

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.

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

PART 5 – CLOSEOUT PROCEDURES

5.1 SUBSTANTIAL COMPLETION

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

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

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

2. Advise the CO of pending insurance changeover requirements.

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

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

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

6. Complete startup testing of systems.

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

8. Complete final cleaning requirements, including touchup painting.

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

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.

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5.2 FINAL COMPLETION

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

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

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

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

4. Submit all closeout documentation.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

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

5.3 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

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

5.4 FINAL CLEANING

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

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.

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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

B38-PISGAH DORM-BATH-MECH ROOM REHAB 081114 - 1

SCHENCK JOB CORPS CCC HOLLOW METAL

DOORS AND FRAMES

SECTION 081114

HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes

1. Work under this section comprises of furnishing hollow metal doors and frames, including window frames with provision for glazed openings, fire labeled and non-labeled, as scheduled.

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. 088000 – Glazing

3. 099000 - Painting

1.2 REFERENCES

A. Standards

1. NFPA 80 – Fire Doors and Windows

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

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 and frame shop drawings in accordance with Division 1, General Requirements.

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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 and frames. Include details of each frame type, elevations of door and frame types, conditions at openings, details of construction, location and installation requirements of door and frame hardware reinforcements, and details of joints and connections. Show anchorage and accessory items.

D. Shop Drawings

1. Provide a schedule of doors and frames 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.

1.4 CLOSEOUT SUBMITTALS

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

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications

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

(SDI).

B. Energy Conservation Requirements: Exterior shall meet R value requirements as outlined in IECC.

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.

1.6 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.

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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 and frames 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 and frames by one of the following:

1. Ceco Corporation.

2. Curries Company.

3. Equal.

2.2 MATERIALS

A. All doors and frames shall be manufactured of commercial quality cold rolled steel per ASTM-A366 and A568 general requirements; galvanized to A60 or G60 or galvannealed 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 FRAMES

1. 14 gauge, welded, cold rolled or galvanized steel, 7-gauge hinge reinforcements with heavy duty adjustments, floor anchor, appropriate for the wall condition.

2. Finish: one coat of oven-cured primer conforming with ANSI A250.10.

2.4 DOORS

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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 weepholes. Both interior and exterior doors shall be galvanized or galvannealed 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.

E. STC rating: 38.

F. Finish: one coat of oven-cured primer conforming with ANSI A250.10.

2.5 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.

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D. Terminated Stops: (Interior Doors only)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.

2.6 FABRICATION

A. Fabricate steel door and frame 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.

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

F. Prepare doors and frames 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 and frames 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.

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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, frames, 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, frames, and accessories according to shop drawings, manufacturer's data, and as specified.

B. 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 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.

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

ANSI/SDI 100.

3.3 ADJUSTING AND CLEANING

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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.

3.4 PAINTING

A. Refer to “Painting” specification section.

END OF SECTION 081114

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B38-PISGAH DORM-BATH-MECH ROOM REHAB 099000 - 1

SCHENCK JOB CORPS CCC PAINTING

SECTION 099000

PAINTING

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes surface preparation and interior and exterior field painting of metal doors and door frames.

1.2 SUBMITTALS

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

B. Samples: For each finish and for each color and texture required.

C. Product List: Printout of current "MPI Approved Products List" for each product cat-egory specified in Part 2, with the proposed product highlighted.

1.3 CLOSEOUT SUBMITTALS

A. One full, unopened quart of each type and color of paint used.

1.3 QUALITY ASSURANCE

A. MPI Standards:

1. Products: Complying with MPI standards indicated and listed in "MPI Ap-proved Products List."

2. Preparation and Workmanship: Comply with requirements in "MPI Architec-tural Painting Specification Manual" for products and paint systems indicated.

PART 2 – PRODUCTS

2.1 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

B. VOC Content of Field-Applied Interior Paints and Coatings: Provide products that comply with the following limits for VOC content, exclusive of colorants added to a tint base, when calculated according to 40 CFR 59, Subpart D (EPA Method 24);

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these requirements do not apply to paints and coatings that are applied in a fabrication or finishing shop:

1. Flat Paints, Coatings, and Primers: VOC content of not more than 50 g/L.

2. Nonflat Paints, Coatings, and Primers: VOC content of not more than 150 g/L.

3. Anti-Corrosive and Anti-Rust Paints Applied to Ferrous Metals: VOC not more than 250 g/L.

4. Flat Topcoat Paints: VOC content of not more than 50 g/L.

5. Nonflat Topcoat Paints: VOC content of not more than 150 g/L.

6. Primers, Sealers, and Undercoaters: VOC content of not more than 200 g/L.

C. Chemical Components of Field-Applied Interior Paints and Coatings: Provide topcoat paints and anti-corrosive and anti-rust paints applied to ferrous metals that comply with the following chemical restrictions; these requirements do not apply to paints and coatings that are applied in a fabrication or finishing shop:

1. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 per-cent by weight of total aromatic compounds (hydrocarbon compounds contain-ing one or more benzene rings).

2. Restricted Components: Paints and coatings shall not contain any of the follow-ing:

a. Acrolein.

b. Acrylonitrile.

c. Antimony.

d. Benzene.

e. Butyl benzyl phthalate.

f. Cadmium.

g. Di (2-ethylhexyl) phthalate.

h. Di-n-butyl phthalate.

i. Di-n-octyl phthalate.

j. 1,2-dichlorobenzene.

k. Diethyl phthalate.

l. Dimethyl phthalate.

m. Ethylbenzene.

n. Formaldehyde.

o. Hexavalent chromium.

p. Isophorone.

q. Lead.

r. Mercury.

s. Methyl ethyl ketone.

t. Methyl isobutyl ketone.

u. Methylene chloride.

v. Naphthalene.

w. Toluene (methylbenzene).

x. 1,1,1-trichloroethane.

y. Vinyl chloride.

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D. Colors:

1. The CO will pick up to 2 colors from full color selection available by the manu-facturer.

2.2 METAL PRIMERS

A. Interior Rust-Inhibitive Primer (Water Based): MPI #107.

1. VOC Content: E Range of E2.

2. Environmental Performance Rating: EPR 2.

B. Exterior Alkyd Anticorrosive Metal Primer: MPI #79.

1. VOC Content: E Range of E2.

2.3 LATEX PAINTS

A. Interior Institutional Low-Odor/VOC Latex (Semigloss): MPI #147 (Gloss Level 5).

1. VOC Content: E Range of E3.

2. Environmental Performance Rating: EPR 3.

2.4 ALKYD PAINTS

A. Exterior Alkyd Enamel (Semigloss): MPI #94 (Gloss Level 5).

1. VOC Content: E Range of E2.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with re-quirements for maximum moisture content and other conditions affecting performance of work.

B. Verify suitability of substrates, including surface conditions and compatibility with ex-isting finishes and primers.

C. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.

1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions.

3.2 PREPARATION AND APPLICATION

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A. Comply with manufacturer's written instructions and recommendations in "MPI Archi-tectural Painting Specification Manual" applicable to substrates indicated.

B. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants.

1. Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated.

C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

D. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Contracting Officer (CO), and leave in an undamaged condition.

E. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.3 INTERIOR PAINTING SCHEDULE

A. Steel Doors and Frames:

1. High-Performance Architectural Latex System: MPI INT 5.1R.

a. Prime Coat: Rust-inhibitive primer (water based). (MPI #107)

b. Intermediate and Top Coats: Institutional low-odor/VOC interior latex

(Semi-gloss) (MPI #147)

3.4 EXTERIOR PAINTING SCHEDULE

A. Steel Doors and Frames:

1. Alkyd System:

a. Prime Coat: Exterior alkyd anticorrosive metal primer. (MPI #79)

b. Intermediate and Top coats: Exterior alkyd enamel Semi-gloss. (MPI #94)

3.5 INTERIOR PAINTING SCHEDULE

A. Interior walls and ceilings:

a. Match surrounding/adjoining areas in color and sheen.

END OF SECTION 099000

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