DRAFT 828ATTACHMENT 5 - Combined Specifications Kitchen 580.pdf

PART IV SPECIFICATIONS

RENOVATE KITCHEN AT BUILDING 580

FES 08369 1-J

M.0118951 8457.12

INDEX

SECTION NO. DESCRIPTION

DIVISION 1 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 33 00 Submittals

DIVISION 2 – EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 5 - METAL

05 40 00 Cold-Formed Metal Framing

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

06 41 00 Architectural Wood Casework

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 92 00 Joint Sealants

DIVISION 8 – OPENINGS

08 11 13 Steel Doors and Frames 08 14 00 Wood Doors

Door Hardware Glazing

DIVISION 9 - FINISHES

Support for Plaster and Gypsum Board Gypsum Board

09 30 00 Ceramic and Porcelain Tiling 09 65 00.13 Resilient Wall Base 09 81 16 Acoustic Blanket Insulation 09 90 00 Paints and Coatings

DIVISION 10 – SPECIALTIES

10 26 13 Corner Guards

DIVISION 22 – PLUMBING

22 00 00 Plumbing, General Purpose

DIVISION 26 – ELECTRICAL

26 20 00 Electrical Work, Interior

INDEX - PAGE 1

DRAFT

01 11 00 - Page 1

RENOVATE KITCHEN AT BUILDING 580

FES 08369 1-J

M.0118951 8457.12 DBA Wages

SECTION 01 11 00

SUMMARY OF WORK

1. DESCRIPTION OF WORK:

1.1 Work to be done: The work consists of furnishing all plant, labor, equipment, supplies, and materials, and performing all work in accordance with these specifications and drawings as indicated at Fort Leonard Wood, Missouri.

1.2 Location: The site of the proposed work is in the Cantonment Area of the Fort Leonard Wood Military Reservation, Fort Leonard Wood, Missouri.

1.3 Purpose: The renovation is to update and provide a functional kitchen that it is heavy duty with a homelike appearance.

2. PRINCIPAL FEATURES: The work to be performed will include, but not be limited to, the following principal features:

2.1 General:

This is a full kitchen renovation project for building 580. The project shall include replace all cabinets, add appropriate pantry space, increase storage area, provide new countertops, light fixtures, backsplash, hard ceiling, and new finishes for floors and walls. Reconfigure electrical, communication, fire protection, and HVAC systems to accommodate new design and to comply with the Missouri Food Code for the Food Establishments of the State of Missouri.

Project includes all demolition, repair, construction, and cleaning to provide a complete usable and functional kitchen area. All the work shall comply with life safety regulations, latest building codes, and applicable UFCs.

2.2 Architecture:

Building contractor shall provide additional kitchen storage areas, high quality materials, casework, and countertops that are easily maintained and replaced. Provide interior finish surfaces that are durable, water/mold resistant easy to clean and neutral in color. All interior finish activities involving existing surfaces (such as sanding scraping, removal, patching or filling, etc.) shall be conducted in accordance to prevent dust and particle to spread other areas of the building.

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2.2.1 Demolition

All indicated existing interior finishes on walls, ceiling, and floors, kitchen soffit, casework, countertops, fixtures, and wall frames within the existing kitchen area, shall be demolished and removed.

2.2.1.1 Provide a temporary kitchen in designated room as indicated to be operable and safe. Existing appliances to be used in the temporary kitchen shall be relocated back to the new kitchen, connected, and tested for proper functioning at the end of the renovation.

2.2.2 Interior partitions and ceiling system

Furnish new metal frames and support for new/existing partition walls and new hard ceiling system as indicated.

2.2.3 Interior finishes

Provide all new finishes for walls, ceilings, and floors withing the kitchen area and as indicated to reconfigure space for the new design.

2.2.4 Casework and Counters

Furnish new quartz countertops and wood cabinets factory-fabricated with premium construction and finishes to be durable and easy to maintain.

2.3 Plumbing

2.3.1 The contractor shall construct the project in compliance with the

Applicable Criteria including but not limited to UFC 1-200-02, and UFC 3- 420-01, and the International Plumbing Code ICC IPC. The plumbing system shall remain as existing in the kitchen area but removing and replacing fixtures piping and connections to the wall. Provide new heavy-duty stainless-steel sink top mounted with one deep bowl. New Faucet shall be of single handle, 1.5 GPM, pull-down spring neck sprayer with dual function head, and high arc design. New garbage disposal shall be selected to be maximum duty. The plumbing systems shall be designed to promote the implementation of water conservation strategies and energy efficient strategies that are cost effective. The plumbing systems shall also be designed to promote flexibility and the ease of maintenance.

Provide water connection for all refrigerators in the kitchen area.

2.3.2 Remove and relocate the existing Ansul Kitchen System above ceiling as indicated.

2.3.3 Provide water connections and fixtures to the temporal designated kitchen area to create a complete usable space for the time of the renovation, to include a new self-standing portable sink using existing faucet, and the existing dishwasher. After renovation has ended, these connections shall

01 11 00 - Page 3 be removed, and wall/ceiling/floor penetration shall be fill-in with materials and finishes to match adjacent surfaces.

2.3.4 Relocate existing sprinkler heads to accommodate the new ceiling design.

2.4 Mechanical

2.4.1 Provide new air supply vent that are suitable and safe for food preparation areas.

2.5 Electrical

2.5.1 The Contractor shall provide the electrical design and Construction to meet the requirement specifically called out in this section as well as these references: NFPA 70, NFPA 70E, NFPA 101, NFPA 780, UFC 3-501-01, UFC 3-540-01, UFC 3-560-01, and UFC 3-575-01.

2.5.2 The Contractor shall demo existing kitchen light fixtures and provide new

LED light fixtures as shown the drawings E1 and E2.

2.5.3 Dishwasher is to be relocated to the temporary location and shall be reinstalled in the kitchen. The Garbage disposal shall be new one of 1 HP rated.

2.5.4 The existing receptacles are to be relocated in the new place temporarily and are to be reinstalled in the renovated kitchen.

2.5.5 The range hood with the Ansul system shall remain, but Ansul System shall be relocated as well as the pull station.

2.5.6 The LED lights under the hood are to be changed to be provided as LED type and to be approved by the Contracting Officer Representative. The Contractor shall follow the directions as per drawing E2 and E3. The Contractor shall field verify the circuitry of the equipment.

2.5.7 The Contractor shall provide heat detector in the temporary kitchen to relocate in the renovated kitchen and program and test it with the 10% of the existing fire Alarm device in the building.

2.5.8 Replace all existing cover plates within kitchen area to match new finish color to be white.

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3 SEQUENCE OF WORK: The area concerned in this project is Government owned and will be in use during the course of this project.

4 SCHEDULING:

4.1 The Contractor shall schedule all activity at the job site through the DPW Base Maintenance Contract Section or Project Management Branch a minimum of 24 hours in advance of work.

4.2 Contractor shall schedule his working hours to coincide with the working hours of the military reservation. Normal working hours of the reservation are 7:30 a.m. to 4:00 p.m., Monday thru Friday, legal public holidays excepted. The Contractor shall not perform work on the reservations beyond the aforementioned working hours without the written approval of the Contracting Officer.

4.3 If the Contractor, for his convenience, desires to perform work during other than normal working hours or on other than normal workdays, he shall notify the Contracting Officer and the Directorate of Public Works Base Maintenance Contract Section or Project Management Branch at least 72 hours in advance. The Contractor shall not perform work beyond the normal working hours or normal workdays without written approval of the Contracting Officer and the DPW Base Maintenance Contract Section approval. The Contractor shall reimburse the Government for any additional expense occasioned the Government thereby, such as, but not limited to, overtime pay for Government inspectors, utilities service, etc.

4.4 Time extensions due to adverse weather or material lead time, must be received in writing prior to scheduled completion date.

4.5 If any water/wastewater connection is required, the Prime

Construction Contractor enters into a contract with the System Owner (SO)/American Water (AW) for the SO to install and "tap in" the new utility infrastructure from the new facility point of demarcation to the SO's utility system. In this scenario, the Prime Construction Contractor pays directly to the SO. A "Connection Charge Agreement" needs to be signed between the Prime Construction Contractor and the SO. The SO will not be a construction sub-contractor. Final connection to AW Infrastructure will be done by Contractor and coordinated with AW. AW will require total coliform bacterial analysis results prior to connection and will provide oversight of the connection. AW will provide the water/wastewater connection up to 5 feet from the structure or up to the PIV if applicable.

5 UTILITY INTERRUPTIONS: Coordinate with the Contracting Officer, DPW Base Maintenance Contract Section or Project Management Branch, and the user for any utility work that interrupts service to the facility, any area outside the facility, or any real property facility. Establish a schedule of interruptions listing starting and ending times of disconnection 48 hours prior to interruption.

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6 FIELD MEASUREMENTS: The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions, fittings, and the proper installation of all materials and equipment specified.

7 PERMITS: The Contractor shall be responsible for obtaining permits for each worksite.

7.1 Digging: A digging permit is required prior to ANY earthwork operations. The DPW Base Maintenance Contract Section or Project Management Branch will assist the Contractor in obtaining this free permit.

7. 2 Land Disturbance: A land disturbance permit is required for any projects that disturb one (1) acre or more. Land disturbance is defined as any activity that disturbs the roots of vegetation such as clearing, grubbing and grading.

The Contractor shall apply for the permit from the Missouri Department of Natural Resources (MODNR), after the FLW Environmental Office has approved the permit application. MODNR by law may take up to 180 days to review and issue a permit. Copy of the permit shall be forwarded to the DPW Environmental Office.

The Contractor shall not begin land disturbance operations until they have received and complied with the MODNR permit. MODNR charges a fee for the permits.

7.3 Hot Work Permit: The Contractor shall obtain a written “Hot Work Permit” (DA Form 5383-R) prior to commencing all hot work outside an approved shop area. Permits will be issued by the FLW Fire & Emergency Services at Fire Station #1, Bldg. 580, Phone: (573) 596-0883. The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract. The Inspection Branch will assist the Contractor in obtaining this free permit.

7.4 Confined Space Permit: The Contractor shall obtain a written “Confined Space Permit” prior to commencing all confined space activity above and/or below ground. Title 29 CFR 1910.146 OSHA (Confined Space Entry) and FLW Regulation 385-7 sets forth the definition of confined spaces and establishes responsibility and procedures for protection of personnel that shall be entering, work in, and existing confines space. If a permit is required the Contractor shall contact the FLW Fire Department, Fire Station #1, Assistant Chief of Operations, Bldg 580, Phone: (573) 596-0883 prior to, and after the permit required entry is conducted. The Contractor shall keep the permit copy within the work area until all workers have been accounted for after completion of the workday. The Inspection Branch will assist the Contractor in obtaining this free permit.

8 SAFETY REQUIRMENTS:

8.1 General Safety: During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety

01 11 00 - Page 6 hazards caused by the construction operations. The contractor shall follow all Federal, State and local laws in accordance with 29 CFR 1910 (General Industries Standards), and 29 CFR 1926 (Construction Standards).

8.2 Fire Prevention: The current version of FLW Regulation 420-2 “Post Fire Regulations” is by this reference made a part of this solicitation and resultant contract. The Contractor’s operation shall conform to all applicable portions of this document. All personnel entering on duty as Contractor’s employees shall be instructed in the fire prevention program of the Post and shall be advised of the requirement of the Post Fire Regulations as they pertain to this particular contract.

8.3 Traffic Control: Contractor shall provide all temporary signs and markers as necessary to maintain safety in the worksite. All signs shall conform to the latest edition of the Manual of Uniform Control Devices (MUTCD) and shall be coordinated with, and approved by, DPW Base Maintenance Contract Section or Project Management Branch. Contractor shall ensure road user movement is inhibited as little as practical.

9. SPECIAL REQUIREMENTS:

9.1 Use of Fire Hydrants - The temporary use of fire hydrants as sources of water is not authorized without prior approval by American Water, (573)586-4503. Fire hydrant connections shall include an approved backflow preventer. Use of backflow preventers must comply with Missouri Department of Natural Resources, Division 60, Public Drinking Water Program, Chapter 11

- Backflow Prevention, Title 10CSR60-11. Backflow preventers shall be utilized and are available at Bldg. 1601, Water Treatment Plant on a first come basis. The Contractor shall be required to sign a hand receipt prior to obtaining a backflow preventer. The Contractor shall be accountable to return the checked out backflow preventer equipment undamaged and as soon as possible. The Contractor may utilize their own backflow preventer as long as they are able to provide current approved certification of the device. The contractor shall furnish and use an approved fire plug wrench to open and close the hydrant. Pipe wrenches shall not be used. When the hydrant is not being used it shall be shut off. When the need for the hydrant is finished, the hydrant shall be shut off, the temporary connection and backflow preventer shall be removed, the fire hydrant caps shall be replaced and American Water shall be notified that the hydrant will no longer be used.

9.2 Asbestos Testing – If the presence of asbestos within the building is unknown, it must be assumed present until proven otherwise. The Proponent is responsible for coordinating the testing with the Fort Leonard Wood DPW Environmental Branch. The asbestos building inspection, sampling and testing will be conducted prior to commencing construction or demolition activities and those services will be obtained through the Contracting Officer who will provide the results to the DPW Environmental Branch Asbestos Program Manager.

The testing may be done only by certified individuals. If testing confirms that asbestos is present, then the ACM may be removed only by individuals certified by the State of Missouri to remove ACM. All 9-inch-square floor

01 11 00 - Page 7 tiles are assumed to contain asbestos, and select 12-inch-square floor tiles contain asbestos. Therefore, floor tile that is broken, in poor condition, or is to be disturbed, shall be tested for asbestos content prior to beginning work. During construction (Renovation and Demolition), if any untested suspect ACM is discovered, the project must stop, the Asbestos Program Manager must be notified, and the suspect material must be tested for asbestos content.

9.3 Lead Based Paint (LBP) testing – If the presence of lead-based paint (LBP) is unknown prior to demolition or removal of the facility, it should be assumed that LBP is present, especially in structures built prior to 1980. The Contractor or Proponent is responsible for testing and must coordinate the testing with the Fort Leonard Wood DPW Environmental Branch through the Contracting Officer and provide the results. The testing may be done only by certified individuals. Demolition of structures containing LBP must be done using precautions to prevent the release of the hazardous substance, such as whole component removal. If whole components containing LBP are removed or if a building is demolished, Missouri Department of Natural Resources (MDNR) Solid Waste Regulations require disposal in a State-permitted demolition or sanitary landfill. Or, a structure may be remediated by removing the lead-based paint using lead-safe work practices.

9.3.1 LBP Handling Procedures - Any lead-based paint

removed or recovered at FLW must be handled as Hazardous Waste in accordance with federal, state, local regulations, and FLW requirements. To make a non-hazardous determination, the Contractor shall utilize the Toxicity Characteristic Leaching Procedure (TCLP), EPA Method 1311, which is described in 40 CFR Part 261, Appendix 11.

All test results shall be provided to the FLW Hazardous Waste Program Manager.

9.5 Dust Walls - Provide tightly sealed dust curtains to prevent dust from either demolition or construction work from spreading to other parts of the facility. Temporary enclosures materials must be of noncombustible panels, flame-resistant tarpaulins, or approved materials of equivalent fire-retardant characteristics. All other fabrics or plastic films used shall be certified as conforming to the requirements of Test Method 2 contained in NFPA 701, Standard Methods of Fire Tests for Flame Propagation of Textiles and Films.

10. SECURITY:

10.1 In unoccupied facilities, the Contractor shall be responsible for the security of the facility; i.e., all exterior doors shall be locked, windows closed and locked, etc.

10.2 The Contractor shall not be on site without prior notification to the DPW Contract Inspection Branch.

10.3 Contractor personnel shall have valid civilian ID’s.

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11 APPLICABLE PUBLICATIONS/REFERENCES: The publications referenced herein after shall be the most recent at the time of solicitation, unless otherwise specified at the beginning of each Specification Section under paragraph 1.

APPLICABLE PUBLICATIONS and or REFERENCES.

12 WORKSITE HOUSEKEEPING:

12.1 The Contractor shall remove all trash and disposal material from the worksite before the end of each day, to the extent it is consistent with standard construction practices on Government work sites. The Contractor shall take all possible precautions to maintain the work site, at all times, in a condition that will prevent damage or injury to person or property, Government or otherwise. The above precautions shall include protection from weather conditions. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

12.2 Materials to be used within 1 week of delivery and scrap material to be used as work progresses shall not be required to be in screened area.

However, all such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

12.3 Grass and weeds at work/storage site shall be kept at a height of 4”or less. Work site/storage site shall be policed for trash and disposal material a minimum of once per day.

12.4 All trailer and material storage sites shall have an identification board/sign, with company and job name on it, i.e. ABC Construction – ABC building complex. Signs shall meet the following criteria: min 3’ X 3’ max of 4’ X 8’ in size, 3” high legible print, and be approved by DPW Inspection Branch.

13 RESPONSIBLITY FOR DAMAGE

13.1 Damage to Personal Property: The Contractor shall be solely responsible for all damage to Government and occupant personal property caused by the Contractors’ personnel, subcontractors, his agents, or by the performance of his work.

13.2 Damage by Negligence: Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2 hours and repaired within one workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting demolition debris or construction materials. Any damaged turf, sidewalks, roads, vegetation, site

01 11 00 - Page 9 amenities, etc, shall be replaced or repaired by the Contractor prior to final Contract closeout.

14 DISPOSAL OF MATERIALS: All materials removed and not reused or designated as salvage material in this project shall become the property of the Contractor, unless otherwise specified, and shall be the Contractor's responsibility for lawful disposal.

14.1 The Contractor may use the Fort Leonard Wood Compost area for the disposal of wood chips, leaves, and grass clippings generated by this project.

14.2 All other wastes generated during Contractor operations shall be disposed of off post by the Contractor at his/her expense.

14.2.1 The disposal of demolition waste is regulated by the

Missouri Department of Natural Resources under Chapter 260, Revised Statutes of Missouri and 10 Code of State Regulations Chapter 80-4. Such waste, in types and quantities established by the Department, shall be taken to a demolition landfill or a sanitary landfill off of the Installation for disposal. The Contractor shall provide any information requested by the landfill operator to complete forms required by the Missouri Department of Natural Resources or other Government-required landfill records.

14.2.2 Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of off the installation, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the Contracting Officer and the Directorate of Public Works Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the Contracting Officers Representative.

15 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES:

15.1 All Contractor and sub-contractor personnel performing tasks on this SOW shall comply with all applicable installation, facility and area commander installation/facility access and local security policies and procedures which will be provided to the Contractor by a Government representative upon written request to the Contracting Officer. Contractor shall provide all information required for background checks to meet installation access requirements as performed by the installation Provost Marshal Office, Director of Emergency Services or Security Office. Requesting Contractor shall submit request for installation pass to the KO at https://vcc1.icmvcc.com/im3500/. There is no charge to the Contractor for this pass. Contractor personnel shall comply with all personal identity verification requirements as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of the base contract to this task order, should the Force Protection Condition

01 11 00 - Page 10

(FPCON) at any facility or installation change, the Government may require changes in Contractor security matters or processes.

15.1.1 In the event that the automated system at

https://jkodirect.jten.mil is not available (e.g., server problems), Level I AT Awareness Training can be provided by a qualified instructor. However, if the training is not completed online, the Level I AT Awareness Instructor qualification must be coordinated with the Installation Antiterrorism Officer (or Installation Security equivalent) and the resultant name(s) of approved instructors shall be provided to the KO.

15.2 Antiterrorism (AT) Level I Training: All contractor and sub-contractor employees requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training available at https://jkodirect.jten.mil.Users need to enroll in "Course #JS- US007-14" to receive credit for the training within 10 calendar days of contract award; or for new employees within 10 working days of beginning performance on this contract. Contractor shall submit certificates of completion for all personnel to the KO within five calendar days of completion of the training. There is no charge to the Contractor for this training. The burden to complete this training is approximately 1-hour per employee.

15.3 iWatch Training: Within 10 calendar days of contract award and within 10 calendar days of new Contractor employees commencing work on this contract, all Contractor and sub-contractor employees shall review the FLW Directorate of Emergency Services (DES) web link for iWatch training located at http://www.wood.army.mil/LEC/iWatch/iWatch.htm. This locally developed training will inform employees of the types of behavior to watch for and how to report suspicious activity. Suspicious activity shall be reported to the KO. There is no charge to the Contractor for this review. The burden to complete this training is approximately 20-minutes per employee.

15.4 The OPSEC Plan and User Agreement: The OPSEC Plan and User Agreement will be available for Contractors to review through the Installation OPSEC Officer. The Contracting Officer’s Representative (COR) will ensure the Contractor is aware of the Installation's OPSEC Plan and is in compliance with the Installation's OPSEC Plan during contract performance.

15.4.1 For contracts that require an OPSEC Standard Operating

Procedure/Plan: Contractor shall develop and submit an OPSEC SOP that is in compliance with AR 530-1 within 90 calendar days of contract award to be reviewed and approved by the responsible Government OPSEC Officer. This SOP/Plan will include Government’s critical information, why it needs to be protected, where it is located, who is responsible for it, and how to protect

it. In addition, Contractor shall identify an individual who will be an OPSEC Coordinator and is OPSEC Level II certified.

15.4.2 OPSEC Training: Pursuant to AR 530-1, all Contractor

personnel must complete initial Level I OPSEC training within 30 calendar

01 11 00 - Page 11 days of beginning performance on this contract. For contracts that cross fiscal years, or for contracts with option years, all contractor personnel shall complete annual OPSEC awareness training, to be provided by the Installation OPSEC Office or a certified Level II trained OPSEC Officer.

Contact information for this Government employee will be provided at the kick-off meeting.

The Installation OPSEC Office, or a certified Level II trained OPSEC Officer, will provide Level I OPSEC training on Fort Leonard Wood for Contractor personnel working on this installation. The COR will coordinate this training at the time of task order modification or award.

Contractor shall provide a list of personnel trained to the COR within five

(5) business days of completion of training.

Contractor personnel working at installations other than FLW shall coordinate with the COR and local OPSEC Office to obtain training applicable to that installation.

01 30 00 - Page 1

SECTION 01 33 00

SUBMITTALS

1. General: All items of equipment and/or materials that are defined or described in the contract require submission in accordance with this section. Brochures, samples, certificates of compliance, test reports, as applicable, shall be submitted by the Contractor to the Contracting Officer, and approval given by the Contracting Officer before any equipment or material is installed under this contract.

1.1. All of the data required shall be submitted prior to inclusion into the Work. Approval of materials and equipment requiring color selection will be withheld until all of the required information has been submitted and is in the hands of the Contracting Officer. All submissions must be in sufficient detail to adequately determine that the item will meet the requirements of this specification.

1.2. All submittals shall be transmitted to the Contracting Officer for review and approval within 30 calendar days after contract award date on Engineer Form 4025 in quadruplicate. The forms shall be completed as directed. No submittal will be accepted unless it is on the subject form. The forms will be furnished to the Contractor by the Government. All attachments to the transmittal form, such as catalog cuts, brochures, certifications, etc., shall be submitted in four (4) copies.

1.3. The Contractor shall complete and submit to the Contracting Officer for approval, five copies of ENG Form 4288 Submittal register. At a minimum, the submittal register shall include a listing of all items listed in paragraph 2 of this Section. This submittal register shall be provided with the initial set of submittals the Contractor submits for approval. ENG form 4288 will be furnished to the Contractor by the Government. This register will be maintained by the Government to insure that all required materials are submitted and approved IAW the contract requirements.

1.4. Scheduling: A minimum of 14 calendar days will be scheduled for review and approval of material submittals and possible resubmittal of any items subject to approval. For shop drawings submittals, a minimum of 21 calendar days will be allowed for review and approval and possible resubmittal. Unless otherwise specified in the contract, the Notice to Proceed with performance will be issued within 50 calendar days after contract award date. If shop drawings are required, Notice to Proceed with performance will be issued within 60 calendar days after contract award date. The scheduling shall be coordinated with the approved progress schedule.

2. MATERIAL APPROVAL SUBMITTALS:

At a minimum the following list of materials will require approval under the Contract Clause, FAR 52.236-5, titled Material and Workmanship. The Contracting Officer may require submission of additional materials as deemed necessary. If additional items are required to be submitted a revised ENG form 4288, SUBMITTAL REGISTER, shall be prepared by the Contractor and submitted with the additional material submittals. The Contractor shall not proceed with any

01 30 00 - Page 2 work using materials which are subject to approval, until materials are approved.

Sections, material, certificates, and/or procedures requiring approval:

02 41 00 Demolition 05 40 00 Cold-Formed Metal Framing 06 41 00 Architectural Wood Casework 07 92 00 Joint Sealants 08 11 13 Steel Doors and Frames 08 14 00 Wood Doors

Door Hardware Glazing

09 30 00 Ceramic and Porcelain Tiling 09 65 00.13 Resilient Wall Base 09 81 16 Acoustic Blanket Insulation 09 90 00 Paints and Coatings 10 26 13 Corner Guards 22 00 00 Plumbing, General Purpose 26 20 00 Electrical Work, Interior

NOTE: For specific quantities and types of materials to be submitted see the individual SECTIONS

02 41 00 - Page 1

SECTION 02 41 00

DEMOLITION

PART 1 - GENERAL

1.1 SUBMITTALS: The procedures proposed for the accomplishment of this contract shall be submitted for approval. The procedures shall provide for safe conduct of the work, careful removal and disposition of materials indicated, protection of property which is to remain undisturbed, coordination with other work in progress, and timely disconnection of utility services. The procedures shall include a detailed description of the methods and equipment to be used for each operation, and the sequence of operations.

1.2 GENERAL REQUIREMENTS: The work includes demolition and/or removal of all construction indicated or specified. All materials resulting from demolition work, except as indicated or specified otherwise, shall become the property of the Contractor and shall be removed from the limits of Government property. Rubbish and debris shall be removed from Government property daily unless otherwise directed so as to not allow accumulation inside or outside the buildings. Materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer. The Contractor shall carefully coordinate the work of this section with all other work.

1.3 DUST CONTROL: The amount of dust resulting from demolition shall be controlled to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted.

1.4 PROTECTION:

1.4.1 Protection of Existing Work: Before beginning any digging or demolition work, the Contractor shall carefully survey the existing work and examine the drawings and specifications to determine the extent of the work. The Contractor shall take all necessary precautions to insure against damage to existing work to remain in place, to be reused, or to remain the property of the Government, and any damage to such work shall be repaired or replaced as approved by the Contracting Officer at no additional cost to the Government. The Contractor shall construct and maintain shoring, bracing, and supports as required. The Contractor shall insure that structural elements are not overloaded and be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under any part of this Contract.

1.4.2 Protection of Buildings from the Weather: The interior of the building and all materials and equipment shall be protected from the weather at all times.

1.4.3 Protection of Fire Alarm System: Remove and place in bags all fire detectors that are to be removed then re-installed, mark the detectors and the

02 41 00 - Page 2 location they came from to insure proper re-installation. Provide air-tight bags over all the other detectors in the area of work which will not be relocated.

Coordinate shutting down the Fire Detection Sending Unit with the DPW Inspector and the Fire Chief.

1.4.4 Protection of Mechanical Equipment: Cover all fan coils, HVAC Units, VAV boxes, Unit heaters etc., to protect the coils and filters from construction dust. Cover all thermostats, humidistats, sensors and controls to protect from dust. Take precaution in using taping materials that will damage exposed painted surfaces. Once construction is completed; covers shall be removed.

1.5 BURNING: The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.6 USE OF EXPLOSIVES: Use of explosives will not be permitted.

1.7 AVAILABILITY OF WORK AREAS: Areas in which demolition work is to be accomplished will be available in accordance with the schedule established by the Contracting Officer.

PART 2 - EXECUTION

2.1 EXISTING FACILITIES:

2.1.1 Utilities: When utility lines are encountered that are not indicated on the drawings the Contracting Officer shall be notified.

2.2 DISPOSITION OF MATERIAL:

2.2.1 Material for Contractor Salvage: Material for Contractor salvage shall be stored as approved by the Contracting Officer. Salvage materials shall be removed from Government property before completion of the Contract. Material for salvage shall not be sold on the site.

2.3 CLEAN-UP:

2.3.1 Debris and Rubbish: Debris and rubbish shall be removed from area of work and job site as soon as possible.

2.3.2 Debris Control: Debris and Contractor salvage shall be removed and transported in a manner as to prevent spillage on streets or adjacent areas. DRAFT

05 40 00 - Page 1

SECTION 05 40 00

COLD-FORMED METAL FRAMING

PART 1 - GENERAL

1.1 REFERENCES: The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI S100 (2012) North American Specification for the Design of Cold-Formed Steel Structural Members

AISI S110 2007; Suppl 1; Reaffirmed 2012) Standard for Seismic Design of Cold-Formed Steel Structural Systems - Special Bolted Moment Frames

AISI S200 (2007) North American Standard for Cold- Formed Steel Framing - General Provision

AISI S201 (2007) North American Standard for Cold- Formed Steel Framing - Product Data

AISI S202 (2011) Code of Standard Practice for

Cold-formed Steel Structural Framing

AISI S211 (2007) North American Standard for Cold- Formed Steel Framing - Wall Stud Design

AISI S212 (2007) North American Standard for Cold- Formed Steel Framing - Header Design

AISI S213 (2007; Suppl 1 2009) North American Standard for Cold-Formed Steel Framing - Lateral Design

AISI S214 (2012) North American Standard for Cold- Formed Steel Framing – Truss Design

AMERICAN WELDING SOCIETY (AWS)

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

05 40 00 - Page 2

ASTM A370 (2018) Standard Test Methods and Definitions for Mechanical Testing of Steel Products

ASTM A653/A653M (2019) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM C1513 (2018) Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections

ASTM C955 (2017) Standard Specification for Cold- Formed Steel Structural Framing Members

ASTM E329 (2018) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection

ASTM F1941/F1941M (2016) Standard Specification for Electrodeposited Coatings on Coatings on Mechanical Fasteners, Inch and Metric

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2019) Structural Engineering

1.2 SUBMITTALS: The following shall be submitted in accordance with Section 01

33 00 SUBMITTALS:

SD-02 Shop Drawings

Framing components

SD-03 Product Data

Steel studs, tracks, bracing, bridging and accessories

SD-05 Design Data

Metal framing calculations

SD-07 Certificates

Load-bearing cold-formed metal framing

Mill certificates or test reports from independent testing agency, qualified in accordance with ASTM E329, showing that the steel sheet used in the manufacture of each cold-formed component

05 40 00 - Page 3 complies with the minimum yield strengths and uncoated steel thickness specified. Test reports shall be based on the results of three coupon tests in accordance with ASTM A370.

1.3 DELIVERY, STORAGE, AND HANDLING: Deliver materials to job site and store in adequately ventilated, dry locations. Storage area shall permit easy access for inspection and handling. If necessary to store materials outside, stack off the ground, support on a level platform, and protect from the weather as approved. Handle materials to prevent damage. Finish of the framing members shall be maintained at all times, using an approved high zinc dust content, galvanizing repair paint whenever necessary to prevent the formation of rust. Replace damaged items with new, as directed by the Contracting Officer.

1.4 LOAD-BEARING COLD-FORMED METAL FRAMING: Include top and bottom tracks, bracing, fastenings, and other accessories necessary for complete installation. Framing members shall have the structural properties indicated.

Where physical structural properties are not indicated, they shall be as necessary to withstand all imposed loads. Design framing in accordance with

AISI S100.

1.5 MAXIMUM DEFLECTION:

Deflections of structural members shall not exceed the more restrictive of the limitations of ICC IBC and UFC 3-301-01.

1.6 QUALITY ASSURANCE:

1.6.1 Drawing Requirements: Submit framing components to show sizes, thicknesses, layout, material designations, methods of installation, and accessories.

1.6.2 Design Data Required: Submit metal framing calculations to verify sizes, gages, and spacing of members and connections. Show methods and practices used in installation.

PART 2 - PRODUCTS

2.1 STEEL STUDS, TRACKS, BRACING, BRIDGING AND ACCESSORIES: Framing components shall comply with ASTM C955 and the following.

a. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows:

(1) Minimum Base-Metal Thickness: 0.0346 inch for wall studs and 0.478 for header (head box), header vertical stud supports, and jamb studs.

(2) Flange Width: minimum 1-5/8 inches.

b. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated to match steel studs, unpunched, with straight flanges, and as follows:

(1) Minimum Base-Metal Thickness: Matching steel studs.

05 40 00 - Page 4

(2) Flange Width: 1-1/4 inches.

2.1.1 Studs of 16 Gage (0.0598 Inch) and Heavier: Galvanized steel, ASTM A653/A653M and ASTM A1003/A1003M, Grade 50, G60.

2.1.2 Studs of 18 Gage (0.0478 Inch) and Lighter: Studs and Joists of 18 Gage (0.0478 Inch) and Lighter, Track, and Accessories (All Gages):

Galvanized steel, ASTM A653/A653M and ASTM A1003/A1003M, Grade 33, 33,000 psi, G60.

2.1.3 Sizes, Gages, Section Modulus, and Other Structural Properties:

Size and gage as indicated. Steel stud deflection shall be limited to L/600 for exterior wall brick veneer construction.

2.2 MARKINGS: Studs and track shall have product markings stamped on the web of the section. The markings shall be repeated throughout the length of the member at a maximum spacing of 4 feet on center and shall be legible and easily read. The product marking shall include the following:

a. An ICC number.

b. Manufacturer’s identification.

c. Minimum delivered uncoated steel thickness.

d. Protective coating designator.

e. Minimum yield strength.

2.3 CONNECTIONS: Screws for steel-to-steel connections shall be self-drilling, tapping screws in compliance with ASTM C1513 of the type, size and location as shown on the drawings. Electroplated screws shall have a minimum 5 micron zinc coating in accordance with ASTM F1941/F194M. Screws, bolts, and anchors shall be hot-dipped galvanized in accordance with ASTM A123/A123M. Screws, bolts, and anchors shall be hot dipped galvanized in accordance with ASTM A123/A123M.

2.4 PLASTIC GROMMETS: Supply plastic grommets, recommended by stud manufacturer, to protect electrical wires. Prevent metal to metal contact for plumbing pipes.

PART 3 - EXECUTION

3.1 FASTENING: Fasten framing members together by using self-drilling or self-tapping screws. Screw connections shall be as required and indicated in the design calculations.

3.1.1 Screws: Screws shall be self-drilling self-tapping. Screw penetration through joined materials shall not be less than three exposed threads. Minimum spacing and edge distances for screws shall be as specified in AISI S100. Screws covered by sheathing materials shall have low profile heads.

05 40 00 - Page 5

3.1.2 Anchors: Anchors shall be of the type, size, and location shown on the drawings.

3.1.3 Powder-Actuated Fasteners: Powder-actuated fasteners shall be of the type, size, and location shown on the drawings.

3.2 INSTALLATION:

3.2.1 Tracks: Provide accurately aligned runners at top and bottom of partitions. Anchor tracks as indicated in design calculations. Butt weld joints in tracks or splice with stud inserts. Fasteners shall be at least 3 inches from the edge of concrete slabs.

3.2.2 Studs: Cut studs square and set with firm bearing against webs of top and bottom tracks. Position studs vertically in tracks and space as indicated in design. Do not splice studs. Provide at least two studs at jambs of doors and other openings 2 feet wide or larger. Provide jack studs over openings, as necessary, to maintain indicated stud spacing. Provide tripled studs at corners, positioned to receive interior and exterior finishes. Fasten studs to top and bottom tracks by welding or screwing both flanges to the tracks. Framed wall openings shall include headers and supporting components as shown on the drawings. Headers shall be installed in all openings that are larger than the stud spacing in a wall. In curtain wall construction, provide for vertical movement where studs connect to the structural frame. Provide horizontal bracing in accordance with the design calculations and AISI SG03-3, consisting of, as a minimum, runner channel cut to fit between and welded to the studs or hot- or cold-rolled steel channels inserted through cutouts in web of each stud and secured to studs with welded clip angles. Bracing shall be not less than the following:

LOAD HEIGHT BRACING

Wind load only Up to 10 feet One row at mid-height

Over 10 feet Rows 5'-0" o.c. maximum

LOAD HEIGHT BRACING

Axial load Up to 10 feet Two rows at 1/3 points

Over 10 feet Rows 3'-4" o.c. maximum

3.2.3 Erection Tolerances:

05 40 00 - Page 6

a. Framing members which will be covered by finishes such as wallboard, plaster, or ceramic tile set in a mortar setting bed, shall be within the following limits:

(1) Layout of walls and partitions: 1/4 inch from intended position;

(2) Plates and runners: 1/4 inch in 8 feet from a straight line;

(3) Studs: 1/4 inch in 8 feet out of plumb, not cumulative; and

(4) Face of framing members: 1/4 inch in 8 feet from a true plane.

SECTION 06 41 00 Page 1

SECTION 06 41 00

ARCHITECTURAL WOOD CASEWORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D1037 (2012) Evaluating Properties of Wood-Base Fiber and Particle Panel Materials

ASTM E84 (2020) Standard Test Method for Surface

Burning Characteristics of Building Materials

ASTM F547 (202) Standard Terminology of Nails for

Use with Wood and Wood-Base Materials

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

ANSI/AWI 0620 (2018) Finish Carpentry/Installation Standard

ANSI/AWI 0641 (2019) Architectural Wood Casework

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.9 (2020) Cabinet Hardware

KITCHEN CABINET MANUFACTURERS ASSOCIATION (KCMA)

KCMA A161.1 (2012) Performance & Construction Standards for Kitchen and Vanity Cabinets

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI/NEMA LD 3 (2005) Standard for High-Pressure

Decorative Laminates

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS) Indoor Advantage

UL ENVIRONMENT (ULE)

ULE Greenguard UL Greenguard Certification Program

SECTION 06 41 00 Page 2

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors

WOODWORK INSTITUTE (WI)

NAAWS 3.1 (2017; 2018 Errata Edition) North American Architectural Woodwork Standards

1.2 SYSTEM DESCRIPTION

Work in this section includes factory-fabricated and finished custom plywood base and wall cabinets for severe use as shown on the drawings and as described in this specification. This Section includes solid wood door and drawer front, plywood cabinet box, high-pressure laminate surfacing, cabinet hardware, and epoxy resin quartz countertop. Sand smooth and apply a clear finish of polyurethane to all exposed and semi-exposed surfaces, whose finish is not otherwise noted on the drawings or finish schedule.

Wood finish shall be shop finished.

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Shop Drawings Installation

SD-03 Product Data

Wood Materials Wood Finishes Cabinet fabrication and types Cabinet hardware

SD-04 Samples

Wood specie and cut Wood finishes Plastic Laminate color Countertop color Cabinet hardware finish

SD-07 Certificates

Quality Assurance Laminate Clad Casework Casework manufacturer qualifications Casework KCMA certification seal

1.5 QUALITY ASSURANCE

1.5.1 General Requirements

Unless otherwise noted on the drawings, furnish all materials, construction methods, and fabrication conforming to and complying with the premium grade quality standards as outlined in NAAWS 3.1, Section for

SECTION 06 41 00 Page 3 solid wood, plywood and laminate clad cabinets, and meeting the requirements of KCMA A161.1. These standards apply in lieu of omissions or specific requirements in this specification. Contractors and their personnel engaged in the work must be able to demonstrate successful experience with work of comparable extent, complexity and quality to that shown and specified. Submit a quality control statement which illustrates compliance with and understanding of NAAWS 3.1 requirements, in general, and the specific NAAWS 3.1 requirements provided in this specification.

The quality control statement must also certify a minimum of ten years Contractor's experience in plywood, solid wood, and laminate clad casework fabrication and construction. Provide a list of a minimum of five successfully completed projects of a similar scope, size, and complexity in the quality control statement.

Provide sealer at all intersections of unsimilar materials to watertight kitchen casework, countertops, sink, and backsplash intersections.

All kitchen cabinets shall be continuously tested, certified and display the label or seal of the National Kitchen Cabinet Association (NKCA).

The kitchen cabinets shall be labeled: The label shall indicate that product meets the severe use specification.

Countertop manufacturer shall have minimum 15 years of documented experience in quartz design and production.