JAC-DiningHall-DB-SOW.pdf

DINING HALL RENOVATIONS

JACOBS CREEK JOB CORPS CENTER

STATEMENT OF WORK

DINING HALL RENOVATIONS STATEMENT OF WORK

JACOBS CREEK JOB CORPS CCC Page 1 of 9

PART 1. GENERAL

1.1 BACKGROUND: Job Corps provides educational and occupational skills training and support services to youth between 16 and 24 years of age. The unique combination of services provided in the Job Corps program is intended to better prepare youth to obtain and hold gainful employment, pursue further education or training, or satisfy entrance requirements for careers in the Armed Forces. The U.S. Department of Agriculture Forest Service operates 24 Job Corps Center nationally, through an interagency agreement with the Department of Labor.

1.2 SERVICES AND SCOPE: The services required include design, preparation of plans and specifications, and renovation of designated portions of a Dining Hall at Jacobs Creek Job Corps Civilian Conservation Center in Bristol, Tennessee.

1.2.1 The project includes investigation, design, demolition and construction of drain piping, water connections, flooring, wall panels, kitchen hoods, and relocation of equipment as indicated on the conceptual plan and as described here-in.

• Design kitchen hoods and ventilation

• Inspect and repair kitchen drains

• Replace kitchen tile flooring with epoxy flooring and cove base

• Remove wall tile and drywall and install vinyl or stainless-steel wall panels in dishwashing area

• Design and construct relocation of drink station/salad bar and associated equipment, and demolition of divider walls (optional item)

• Replace dining area, office and storage room flooring with epoxy flooring and cove base (optional item)

• Install kitchen hoods and any additional required equipment (optional item)

1.2.2 Award of items identified as Optional Items in the Schedule of Items are subject to availability of funds.

1.2.3 Materials shall be of high quality, durable, and easily maintained.

1.2.4 Although this Scope of Work identifies specific elements of construction, it is the contractor's responsibility to provide any and all elements which are incidental to the functioning of the work to be provided. The contractor shall limit its efforts only to the work that has been identified in this Scope of Work, unless otherwise negotiated with and authorized by the Contracting Officer.

1.2.5 Removal and reinstallation of all equipment and furnishings are to be completed by the contractor.

1.3 CONTRACTOR RESPONSIBILITY: The contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents upon which construction is based.

JACOBS CREEK JOB CORPS CCC Page 2 of 9

1.4 CURRENT DESIGN LEVEL: The current design level has been developed to approximately 15% completion consisting of the attached schematic plan, Division 1 General Requirements, kitchen hood deficiency findings/recommendations, and other requirements included in this SOW.

1.5 LOCATION: This project is located at the Jacobs Creek Job Corps Civilian Conservation Center located 20 miles from Bristol, Tennessee in Sullivan County. The address is 984 Denton Valley Road, Bristol, TN 37620.

1.6 SCHEDULE: Work hours for this project will be between 8:00 AM-4:30 PM, Monday through Friday.

1.6.1 The contractor shall propose a sequencing of the work in coordination with the center to minimize potential disruption to center operations.

1.7 POINTS OF CONTACT:

1.7.1 Project Manager/Contracting Officer Representative (COR): Deborah Valles, Project Engineer deborah.valles@usda.gov , 720-450-6191

1.7.2 Center Point of Contact: Terence Rose, Work Programs Officer, terence.j.rose@usda.gov, 423-271-6417

1.8 SUSTAINABLE DESIGN: Design shall promote waste and pollution prevention, water and energy conservation, and utilize materials that have the highest percentage of recovered materials practical, considering price, availability and performance.

1.9 PRE-PROPSOSAL REQUIREMENTS: Prior to submitting a proposal, the prospective contractors must visit the site and become thoroughly familiar with all pertinent conditions that are included in this Scope of Work. The prospective contractors must ascertain the nature and condition of the work, and the general and local conditions which can affect the work or cost thereof. Failure to do so shall not relieve proposers from the responsibility for estimating properly the difficulty or cost of successfully performing the work.

1.9.1 Arrangements must be made with the center prior to inspecting the site. After the walk-through, a conference call will be conducted with the Contracting Officer (CO), Contracting Officer Representative (COR), center representatives and prospective contractor representatives, to address questions and clarify the Scope of Work.

1.10 GOVERNMENT FURNISHED INFORMATION: Existing Construction Documents are available; however, the contractor will be responsible for verification of all dimensions, layout, and conditions in and around the construction area. The contractor shall inform the center immediately of any unforeseen conditions which may affect the work.

1.10.1 Original Construction Plans titled Forest Service Mess Hall Jacobs Creek, dated April 28, 1977. Prepared by John M. Ware A.I.A. Format: PDF

1.10.2 Original Construction Plans titled Sun Room Addition, dated May 1998. Prepared by Cherokee National Forest. Format: PDF mailto:deborah.valles@usda.gov mailto:terence.j.rose@usda.gov

JACOBS CREEK JOB CORPS CCC Page 3 of 9

1.10.3 Original Construction Plans titled Dining Hall Waste Line and Site Water Valve Replacement, dated July 2013, Prepared by Center for Design and Interpretation, Forest Service.

1.10.4 Dining Hall Schematic Plan, April 2020, Formats: PDF and Autocad 2016 DWG

1.10.5 Planning, Design and Construction Administration Guidelines for Architect/Engineers and Design Builders, JCH 814, Department of Labor/Office of Job Corps, September 2013

1.10.6 Division 1 specifications, Format: Microsoft Word

1.10.7 Kitchen Hood Deficiency Findings and Recommendations, Format: PDF

1.11 SUBMITTAL REQUIREMENTS: Submit a design/build management plan within 10 days of award, which includes a preliminary design and construction schedule for the different elements of the project. The expectations for level of design and submittals vary for different elements of the project and are discussed in Part 2 Design Services.

PART 2. DESIGN SERVICES

2.1 DESIGN SERVICES SCOPE: Expectation for Level of design varies for different elements of this project.

2.1.1 Level 1 design is herein defined as providing plans, details, product data, brochures, manufacturer specifications, and other pertinent design data in PDF format. Level 1 design does not require a comprehensive, formal set of drawings or specifications, nor a professional engineering stamp.

2.1.2 Level 2 design is herein defined as providing a comprehensive, formal set of engineered drawings and specifications, stamped by a professional engineer.

Kitchen Drain inspection and repair Level 1 Design Flooring Replacement Level 1 Design Walls and wall coverings Level 1 Design Drink Station/Salad Bar Relocation Level 2 Design Kitchen Hood Level 2 Design

2.2 CODES AND STANDARDS: The design shall meet the requirements of all applicable local, state, and federal codes in the latest editions, including but not limited to:

• International Building Code

• International Mechanical Code

• International Plumbing Code

• National Electric Code NEC-(NFPA-70)

• NFPA 101 Life Safety Code

• Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

• American Disabilities Act Accessibility Guidelines

JACOBS CREEK JOB CORPS CCC Page 4 of 9

• ANSI/ASHRAE Standard/ IESNA90.1- Energy Standard for Buildings Except Low-Rise Residential Buildings Plus Supplemental Addenda.

• ANSI/ASHRAE Standard 55- Thermal Environmental Conditions for Human Occupancy.

• ANSI/ASHRAE 62-Ventilation for Acceptable Indoor Air Quality

2.3 DRAWING STANDARDS (LEVEL 2 DESIGN ONLY)

2.3.1 Provide complete, accurate and coordinated mechanical, electrical, and architectural (if applicable) drawings.

2.3.2 All drawings shall be prepared in AutoCAD or approved equal format. Draft submittals shall be in PDF format and can be emailed or uploaded to a secure cloud storage location. Electronic files in DWG and PDF formats shall be submitted on CD or USB drive at the final submittal.

• General: Ensure that drafting and lettering on all drawings is done to such scale and legibility to permit clear and accurate readability by construction personnel.

• Sheet size: 24" X 36" with minimum 1/2 inch borders on three sides and 1½ inch border on the binding side.

• Lettering size: 1/8" (actual size) minimum height.

• Minimum scale of floor plans: 1/8"=1"-0".

• Index to drawings: on first sheet (Title Sheet).

• Location/Vicinity map: On first sheet (Title Sheet).

• Graphic Scale: All drawings shall have a graphic scale in English units for all scales used on that sheet.

2.3.3 Individual drawings (Level 2 design only) shall be stamped by a licensed professional at the 100% submittal.

2.4 SPECIFICATION STANDARDS (LEVEL 2 DESIGN ONLY)

2.4.1 Division 1 specifications will be provided by the government. Contractor shall prepare other divisions. Prepare specifications following Construction Specifications Institute Division and Section format.

2.4.2 Draft submittals shall be in PDF format and can be emailed or uploaded to a secure cloud storage location. Consolidate all specification sections into one PDF document.

Electronic files in PDF format shall be submitted on CD or USB drive at the final submittal.

JACOBS CREEK JOB CORPS CCC Page 5 of 9

2.5 DESIGN SUBMITTALS AND SCHEDULE: The government will require 7 business days to review submittals. The following are the required design submittals, anticipated due dates, and format.

2.5.1 Level 1 Elements Preliminary Design Documents to include:

2.5.1.1 Findings and recommendations from drain inspection

2.5.1.2 Floor plan(s)

2.5.1.3 Flooring and wall panel product recommendations, product data sheets, and manufacturer’s specifications.

2.5.2 Level 1 Elements Final Design Documents to include:

2.5.2.1 Final floor plans

2.5.2.2 Typical details

2.5.2.3 Product data sheets and manufacturer’s specifications

2.5.2.4 Construction schedule for Level 1 elements.

2.5.3 Level 2 Elements Scoping Report to include:

2.5.3.1 Findings from records review and site visit

2.5.3.2 Feasibility of proposed relocation of drink station/salad bar/microwaves, and any value engineering recommendations (optional) including costs

2.5.3.3 Design criteria to be used for hood design

2.5.3.4 Options considered for the hood design (e.g. materials, layout, sizing, etc).

Recommended design elements for hood design for continuation into the 50% design phase.

2.5.4 Level 2 Elements 50% Design Documents to include:

2.5.4.1 Draft construction drawings: plans, mechanical/electrical schematics

2.5.4.2 Specifications: 01 – 33 Division Format. Provide the measurement and payment specification along with an index of all anticipated specifications.

2.5.4.3 Design Calculations

2.5.4.4 Product Data

2.5.5 Level 2 Elements 100% Final Construction Package

2.5.5.1 Drawings: Provide a complete set of construction drawings: plans, details, etc.

Individual drawings shall be stamped by a licensed professional for each respective discipline.

2.5.5.2 Final Specifications: 01-33 Division Format, including submittal log

2.5.5.3 Final Product Data

JACOBS CREEK JOB CORPS CCC Page 6 of 9

Submittal Schedule* Format Level 1 Elements Preliminary Design Documents

Kitchen Drain inspection and repair Flooring Replacement

Walls and wall coverings

July 15, 2020 (or 30 calendar days from NTP)

Electronic submittal (PDFs)

Level 1 Elements Final Design Documents and Construction Schedule

Kitchen Drain inspection and repair Flooring Replacement

Walls and wall coverings

August 12, 2020

Electronic submittal (PDFs)

Estimated Construction Start Date for Level 1 Elements

August 24, 2020 n/a

Level 2 Elements Scoping Report Drink Station/Salad Bar Relocation

Kitchen Hoods

July 15, 2020 (or 30 calendar days from NTP)

Electronic submittal (PDFs)

Level 2 Elements 50% Design Documents Drink Station/Salad Bar Relocation

Kitchen Hoods

August 14, 2020

Electronic submittal (PDFs)

Level 2 Elements 100% Final Construction Package

Drink Station/Salad Bar Relocation Kitchen Hoods

September 28, Electronic submittal and CD or USB drive (DWGs and PDFs)

Estimated Construction State Date for Level 2 Elements (if awarded)

October 12, n/a

*Dates based on Notice to Proceed (NTP) issued 6/15/2020

2.6 MEETINGS:

2.6.1 General: Phone or video conferences will be conducted to discuss progress, schedule and any areas of concern. Those in attendance shall include the CO, COR, center representatives, the contractor and designers. The COR will be responsible for scheduling the meetings. The contractor is responsible for taking meeting notes during these teleconferences and distributing the notes to all participants within 3 business days. Video conferences may be recorded.

2.6.2 Kickoff: This meeting will include discussion of project schedule, staging, sequencing, lines of communication, project deliverables, responsibilities, and other relevant topics.

The kick-off meeting will be held prior to commencement of the work.

2.6.3 Review meetings for the Level 1 Design Elements: There will be two review meetings conducted to discuss the government’s review comments on the plans and product selections for the dining hall improvements (not including the kitchen hood design). The first meeting will be conducted within 5 business days after receiving the contractor’s preliminary plans and product selections for the Level 1 elements. Materials and color selections will be made during, or within 3 business days following the preliminary Level

JACOBS CREEK JOB CORPS CCC Page 7 of 9

1 design review meeting. The second meeting will be conducted to discuss any additional review comments on the final plans and product selections and to discuss the construction schedule of the Level 1 elements.

2.6.4 Review meetings for the Level 2 Design Elements (Kitchen Hood): Three meetings will be conducted to discuss the government’s review comments on the scoping report, and the 50% and 90% design submittals for the Kitchen Hoods.

PART 3. CONSTRUCTION SERVICES

3.1 GENERAL:

3.1.1 Possess and maintain, for the duration of this project, a state license as a general contractor in the State of Tennessee.

3.1.2 Provide supervision, labor, materials, equipment, tools, construction equipment and machinery, inspection, testing, start-up, temporary utilities, transportation, and other facilities and services necessary for proper execution and completion of the work, whether temporary or permanent.

3.1.3 Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours.

3.1.4 Perform all construction activities efficiently and with the requisite expertise, skill, and competence to satisfy the requirements of the contract documents. At all times exercise complete and exclusive control over the means, methods, sequences, and techniques of construction.

3.1.5 Utilize subcontractors who are duly licensed and qualified to perform the work consistent with the contract documents. Government may reasonably object to selection of any subcontractor based on its information with respect to the subcontractor’s past performance and technical qualifications.

3.1.6 Contractor is responsible for quality control of its own work and work performed by its subcontractors and their sub-subcontractors. Provide and pay for the services of an independent construction materials testing laboratory accredited by an acceptable laboratory accreditation authority. Laboratory shall sample and test materials and perform required special inspections. Copies of all test reports shall be submitted to the designer of record and the COR as soon as practicable. Laboratory shall be authorized to perform work in the state where project is located.

3.1.7 RFIs: During construction, the design consultants shall provide supplemental information and answer questions to clarify design of the Level 2 elements. The COR will answer questions related to Level 1 design elements. This information shall be documented on Request for Information (RFI) forms. The contractor may use any format they choose for the Request for Information form, but all shall be identified with the words “Request for Information” at the top of the form along with the Government Contract Number, Project Location, Project Title and the Contractor’s Name.

JACOBS CREEK JOB CORPS CCC Page 8 of 9

3.1.8 The design consultants, in coordination with the COR, shall visit the site to inspect the installation of the Level 2 design elements. They shall prepare a site visit report for each visit and shall submit the reports to the COR within 5 calendar days after the visit. The reports shall include comments about overall quality and accuracy of the construction.

The reports shall also note all deficiencies observed.

3.1.9 Product and Material Submittals: Prior to construction, contractor shall provide product and material submittals for all items requiring submittals in the contract specifications.

The contractor may use any format they choose for the submittal forms but all shall be identified with the words "Submittal" at the top of the form along with the Government Contract Number, Project Location, Project Title, Specification Section and/or Drawing reference, and the Contractor’s Name. All submittals shall be routed through the CO.

The design consultants will be responsible for reviewing submittals related to Level 2 Design elements. The COR will answer questions related to Level 1 design elements.

3.2 PROJECT SAFETY

3.2.1 The contractor shall have the ultimate responsibility for safety on the project site, from issuance of the Notice to Proceed until final completion and acceptance of the project by the Contracting Officer.

3.2.2 Initiate and maintain, throughout the performance of this contract, an effective safety and health program that provides adequate policies, procedures, and practices to protect employees from, and allow them to recognize, job-related safety and health hazards. The program shall include provisions for the identification, evaluation, prevention and control of general work site hazards, specific job hazards, and potential hazards that may arise from foreseeable construction methods and conditions, as well as providing a competent person to conduct frequent and regular inspections. Each employee (contractor and subcontractors) must be instructed in the recognition and avoidance of unsafe conditions and the regulations applicable to the work environment.

3.2.3 Provide barricades and warning devices as necessary to safeguard the public, workers, and government personnel.

3.3 PROTECTIONS: Comply with all applicable federal, state, and local environmental laws and regulations. This condition applies to, but is not limited to, laws and regulations governing noise levels, air and water quality standards, erosion control, surface runoff, and cultural resources.

3.4 CLOSEOUT PROCEDURES

3.4.1 Training: Thoroughly familiarize the center staff with the building systems and train them to be proficient in its overall system operation and maintenance.

3.4.2 Tools and spare parts: Deliver to the project site all specialty tools, valve handles, fan belts, filters, spare parts, keys and similar devices such that the center staff is able to operate and maintain the work.

JACOBS CREEK JOB CORPS CCC Page 9 of 9

3.4.3 Final Inspection: Notify the COR at least 10 calendar days prior to the anticipated date of completion of all work. The COR will proceed with Final Inspection as promptly as practicable. The time required for such Final Inspection and for making any corrections as a result thereof shall be included in the contract performance time. The contractor representative responsible for the work shall be present at the Final Inspection and shall submit a preliminary list of unfinished work prior to Final Inspection.

3.5 CLOSEOUT DOCUMENTS

3.5.1 Operation and Maintenance Manuals: Submit two (2) copies of Operation and Maintenance manual (one to the center point of contract and one to the COR) for the kitchen hood and any other installed item that requires maintenance. The manuals shall be clear, well organized, clearly indexed, tabbed, highlighted, tailored to the specific make, model, and wiring configuration of the systems; and shall include schedules and instructions for routine operation, trouble shooting, and periodic maintenance. The manuals shall include complete parts lists keyed to suppliers (name, address, websites, and telephone numbers for each).

3.5.2 Submit red-lined drawings and complete set of specifications that clearly indicates the as-constructed work.

3.5.3 Submit fully executed manufacturer's standard material, product, and equipment warranties, assigned to the Government without any requirement that the Government incur any costs to maintain the warranties in force.

3.5.4 Submit any requested regulatory-agency clearance documents indicating the work complies with their requirements such as finalized plumbing/gas/electrical inspections.

Building Descriptions and Structures JACOBS CREEK Civilian Conservation Center

BUILDING 306 - DINING HALL

Building Descriptions Date: 06/26/2018Center : Jacobs Creek (00419) Page: 31 of 112

Building: 0306 - DINING HALL

BUILDING ENVELOPE

Foundation RoofBuilding

Concrete Loadbearing Masonry Wood

Brick Masonry Split Face Block Wood Siding

Wall Roof Rigid Batt

Metal Unit - Metal Frame Storefront - Metal Frame Wood Unit - Metal Frame

AccessibilityFeature

GSF NSF Year Built Use Group Historic Ownership#Floors Assembly 10,890 7,294 1 Owned 1977 Not Evaluated

Comments: There is 6-inch floor finish level difference between the toilets and the corridor in the former Culinary Arts.

REAL ESTATE

Access to Building

Ramps

Entrance

2nd Egress

Visual Alarm

Corridor/Aisle

Rooms

Stairs

Elevator

Restrooms

Drinking Fountain

Telephone

Yes

N/A

Yes

Yes

Yes

No

Yes

N/A

N/A

No

No

N/A

ACCESSIBILITY

Structural Systems1.

Exterior Walls2.

Insulation4.

Exterior Doors5.

Material Drainage Year Life

Remaining Type Area Served

Asphalt Shingles Gutters and Downspouts 2017 29 Hip Entire Building

Number of Deficiencies = 23. Roof

Entire Building

Area Served

Page: 32 of 112

Building: 0306 - DINING HALL

INTERIOR FINISH

Ceramic Tile Concrete Quarry Tile Vinyl Tile

Brick Ceramic Tile Drywall Wood Paneling

Metal Unit - Metal Frame Storefront - Metal Frame

Wood Unit - Metal Frame

VERTICAL CIRCULATION

None

Fixed - Aluminum Frame; Double Glazing;

Acoustical Tile Exposed Structure Gypsum Board Wood Paneling

Number of Deficiencies = 1

Windows6.

Floors1.

Interior Walls2.

3.

Interior Doors4. Number of Deficiencies = 1

Ceilings

Page: 33 of 112

Building: 0306 - DINING HALL

Mechanical

Mechanical

Mechanical

Kitchen Hoods

Dishwashing

Restroom

Comments:

Comments:

Comments:

The kitchen hoods are ventilated by roof-mounted upblast exhaust fans manufactured by CaptiveAire, model NCA36FA, and built in 03/2013.

The dishwasher is ventilated by a rooftop upblast exhaust fan manufactured by Ventilation Direct, model VXD33 and it was built in 09/2014.

The bathrooms are ventilated by a roof-mounted downblast exhaust fan.

Ventilation Area ServedExhaust Ventilation

Heat Source

Heat Distribution

Piping System

Control System

Fresh Air Intake

Energy Conservation

Measure

Area Served

A heat pump split system equipped with 15 KW supplemental electric resistance heating coil, manufactured by Trane, model BAYHTRM320AB, serves the Dining Room. The indoor air handling unit is manufactured by Trane, model TWE180E300AA, paired with a Trane condensing unit, model TWA180E30RAA, and serial 10046XW1TD, utilizing R-410A refrigerant. The indoor and outdoor units were built in 01/2010.

The Culinary Arts Guest Dining is heated by an on-grade packaged heat pump unit manufactured by Arcoaire, model PHD460000H000F1, and serial C174343327. It is equipped with a 30 KW duct resistant heating manufactured by Thermolec, model SC-CTPBXU.

Two tempered gas-fired, makeup air units provide make up air to each of the two kitchens. The one serving the main kitchen is mounted on the roof. It is manufactured by CaptiveAire, model number A4- 0.1000-920, and 8500 CFM. The other unit serving the Culinary Arts Kitchen is an on-grade vertical unit, manufactured by CaptiveAire, model number CAV 12, and 3700 CFM.

Heating/cooling to the Culinary Arts Kitchen and Classroom is provided by two heat pump split-systems. One condensing unit is manufactured by Goodman with approximately 3 ton cooling capacity, paired with a Goodman air handling unit, model ARUF31B14AA. The other condensing unit is manufactured by Daikin, model DZ138A0603AA, serial 1506076973 and utilizes R-410A refrigerant. It is paired with a Goodman air handling unit, model ARUF31B14AA. Both air handling units are located in the Server Room and are equipped with 15 KW resistant supplemental heating.

Comments:

Comments:

Comments:

Comments:

HVAC

Heat1. Number of Deficiencies = 1

Split Heat Pump (Air

Source)

Split Heat Pump (Air

Source)

Gas-Fired

Split Heat Pump (Air

Source)

Electric Resistance

Single Duct

Single Duct

Single Duct

Single Duct

Unit Heater

Refrigerant

Refrigerant

One-Pipe

Refrigerant

None

Electric

Electric

Electric

Electric

Electric

Mechanical

Mechanical

Mechanical

Mechanical

Natural

None

None

None

None

None

Dining Hall

Dining Hall

Kitchen

Classrooms and Offices

Equipment Room

Ventilation2. Number of Deficiencies = 8

Page: 34 of 112

Building: 0306 - DINING HALL

Split Heat Pump (Air

Source)

Split Heat Pump (Air

Source)

Split Direct Expansion (Air

Source)

Split Direct Expansion (Air

Source)

Single Duct

Single Duct

Single Duct

Single Duct

Refrigerant

Refrigerant

Refrigerant

Refrigerant

Electric

Electric

Electric

Electric

Mechanical

Mechanical

Mechanical

Mechanical

None

None

None

None

Dining Hall

Dining Hall

Classrooms and Offices

Dining Hall

Heating/cooling to the Main Kitchen is provided by an on-grade packaged heat pump unit manufactured by Arcoaire, model PHD460000H000F1, and serial C174343327. It is equipped with a 30 KW duct resistant heating manufactured by Thermolec, model SC-CTPBXU.

A 3 ton heat pump split-system provides cooling to the Culinary Arts Guest Dining space. The outdoor unit is manufactured by Goodman, the indoor unit is located in the attic.

Heating/cooling to the Culinary Arts Kitchen and Classroom is provided by two heat pump split-systems. One condensing unit is manufactured by Goodman with approximately 3 ton cooling capacity, paired with a Goodman air handling unit, model ARUF31B14AA. The other condensing unit is manufactured by Daikin, model DZ138A0603AA, serial 1506076973 and utilizes R-410A refrigerant. It is paired with a Goodman air handling unit, model ARUF31B14AA. Both air handling units are located in the Server Room and are equipped with 15 KW resistant supplemental heating.

A heat pump split system serves the Dining Room. The indoor air handling unit is manufactured by Trane, model TWE180E300AA, paired with a condensing unit manufactured by Trane, model TWA180E30RAA with 15 ton cooling capacity, utilizing R-410A refrigerant, built in 1/2010.

Comments:

Comments:

Comments:

Comments:

System Type

Air Distribution

Piping System

Control System

Fresh Air Intake

Energy Conservation

Measure

Area Served

3. Air Conditioning

Page: 35 of 112

Building: 0306 - DINING HALL

Domestic hot water is provided by two propane-fired water heaters. One of the water heaters is manufactured by A.O. Smith, model D100-300 ASME, and Serial G15-3619, with 100-gallon storage, 300 MBH heating input and 290.9 GPH recovery rate capacity. It is located in the mechanical room adjacent to the Emergency Generator Room. The second water heater is manufactured by A.O. Smith, model BT-80-113, with 74-gallon storage, 75.1 MBH input, 73 GPH recovery rate capacity. It was built in 01/2007.

Comments:

Comments:

PVC Outdoor None

The grease interceptors are located in southwest corner of the building outside premises.

Electric Water Cooler Hose Bibb Lavatory Multi-Compartment Sink Service Sink Sink Urinal Water Closet (Tank)

Gas (Propane)

Comments:

None None ABC Type Fire Extinguisher, K Type Fire Extinguisher, Wet Chemical

Comments: Kitchen hoods are provided with an Ansul R-102 wet chemical fire suppression system.

Copper Copper Gas-Fired None No

Hot Water Cold Water Water Heater Water Treatment HW Storage Tank

Grease InterceptorWaste / Vent Interior Storm

Sprinkler System Stand Pipe System Fire Suppression

PLUMBING Number of Deficiencies = 1

Water Distribution1.

Sanitary Distribution2.

Fixtures3.

Fuel Distribution4. Number of Deficiencies = 1

Number of Deficiencies = 2FIRE PROTECTION

A 2,000-gallon liquefied propane gas (LPG) storage tank, serving the kitchens cooking appliances, tempered make up air units and domestic water heaters. It is located in the northwest corner of the building outside premises.

Location UL300 Compliance Status Main Kitchen only. Culinary Arts Kitchen is being renovated. Compliant

UL300 COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION

Page: 36 of 112

Building: 0306 - DINING HALL

Comments: Service is brought from a 300 kVA pad-mounted utility transformer located outside adjacent to the building generator room. This building is provided with a diesel fuel, 150 kW/188 kVA standby generator (model 150ROZJ by Kohler, 1800 RPM, 3-phase, NEMA Class H, 0.8 P.F.) and a 600A manual transfer switch (MTS- MTS double throw non-fused) located in the generator room. Service terminates in a 600A manual transfer switch, which is serves a 1600A main circuit breaker switchboard located in the mechanical/electrical room. The switchboard serves a 600A MCB, a 400A/300A MCB, and a 150A MCB kitchen panels (from a 600A CB, 400A CB, and a 150A CB), a 400A MCB culinary arts panel (from a 400A CB), a 400A MLO generator room panel (from a 150A CB), and a 225A MLO electrical room panel (from a 150A CB).

FIRE ALARM

Comments: The fire alarm control/annunciator panel is a Fire Lite Alarms model MS-5012 located in the manager's office.

Service Entrance Electrical Characteristics Distribution Equipment Wiring Devices

Audible Alarm Control/Annunciator Panel Duct Detector Heat Detector Manual Pull Station Smoke Detector Visual Alarm

Comments: Recorded footcandle levels include natural light contribution.

Comments: The tritium gas exit signs expire in April 2015. There are two combo emergency/LED exit lights in the Culinary Arts kitchen.

High Intensity Discharge (HID) Comments: Exterior building-mounted and surrounding area pole-mounted light fixtures are controlled by photocells. Some canopy-mounted exterior light fixtures are controlled by the on/off switches.

T8 - Fluorescent

T8 - Fluorescent

T8 - Fluorescent

Inc.+ Compact Fluorescent

T8 - Fluorescent

T8 - Fluorescent

T8 - Fluorescent

Offices

Corridors & Stairs

Equipment Rooms (Elec/Mech)

Dining/Lunch Rooms

Food Preparation

Storage Rooms

Vocational

Area Recommended Level

Recorded Level Light Type

Battery Backup Tritium Gas

Switchboard 120/208V, 3-Phase, 4 Wire Panelboard Receptacles, GFCI, Switches

Emergency Exit

Number of Deficiencies = 2

ELECTRICAL SERVICES Number of Deficiencies = 10

Exterior Lighting1. Number of Deficiencies = 2

Interior Lighting2. Number of Deficiencies = 1

Emergency /Exit Lighting3. Number of Deficiencies = 2

LIGHTING

Page: 37 of 112

Building: 0306 - DINING HALL

Comments: The building is connected to the Center's LAN system. CCTV cameras installed are monitored from a color monitor located in the manager's office.

Connected to Main System Motion Detector Connected to Main System Satellite Dish

Telephone Security Public Address Television

GENERAL BUILDING CONDITION

Rating

Comments:

X Good Fair Poor

Restrooms are inadequate. The number of toilet fixtures is insufficient and the restroom finishes are deteriorated.

The kitchen exhaust hood is not code compliant. Kitchen hood makeup air unit is not operational.

COMMUNICATION

The facility condition is not impacting the functional use of the facility.

The facility condition IS impacting the functional use of the facility.

The facility condition IS SIGNIFICANTLY impacting the functional use of the facility.

Electric Water Gas No NoNo

BUILDING UTILITY METERING

Structure: Good Exterior: Good Interior: Fair Mechanical: Fair Electrical: Good

Type Location None None

CARBON MONOXIDE DETECTION

Detection Required No

Number of Deficiencies = 0

IMPAIRMENT

Potentially Impaired

DOL Responded

DOL Determination

Potential Impaired Comments DOL Determination Discussion/Comments dvalles Typewritten Text

DINING HALL

ELECTRICAL AND KITCHEN HOOD

DEFICIENCY DESCRIPTIONS

Identified during Facility Survey conducted by Department of Labor Engineering Services Contractor June 26, 2018

Deficiency Text

Jacobs Creek (00419) 06/26/2018Date :Center :

Page : 104 of 290

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

The quantity of the electrical circuits in the serving area and at the north of the serving area is insufficient for the existing loads. This results in overloading of the circuits and frequent tripping of the circuit breakers. Overloaded circuits are in the following locations. One circuit, serving five canopy-mounted light fixtures located along the north building wall, also is serving other loads in the manager’s office and in the serving area. Another circuit is serving Cooley (by Crath Co.), salad bar and other loads in the serving area. Also, there is no dedicated receptacle at the salad bar and the salad bar need to be served by power cord from a 20 feet away located receptacle outlet.

(NEC, 2017, 210.19(A)(1), 440.11)

Provide three new 20A, 120V, 1-phase branch circuits from the nearest electrical panel. Provide one dedicated circuit for the exterior lighting located along the north building wall. Provide one dedicated circuit and one dedicated 20A, 120V, 1-phase GFCI receptacle outlet to serve the Cooley (by Crath Co.). Provide one dedicated 20A, 120V-1-phase GFCI receptacle outlet for the salad bar. Both Cooley and the salad bar are located in the serving area. Provide 3 #12 THHN wire in 1/2 inch EMT conduit.

As of the February 2018 Facility Survey, this deficiency, identified in 2014, was still valid.

R103183

ID

Year

0306 - DINING HALL

Number of circuits inadequate and overloaded, circuit breakers trip

Findings :

Recommendations :

Notes :

16.1.1 - ELECTRICAL (BLDG)CATEGORY :2014

Page : 111 of 290

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

The main kitchen double sided canopy type (approximately 21-foot by 9-foot) grease exhaust hood and the serving area sidewall (approximately 6-foot by 4-foot) grease exhaust hood construction is not code compliant. They appear to be constructed from non-code compliant materials and the external hood joints and seams are not continuous liquid-tight welded/brazed.

The main kitchen grease exhaust hood system is not equipped with automatic gas solenoid shutoff valve, interlocked with operation of the hood fire suppression system. In addition, the wet-chemical fire suppression system for the serving area grease hood is disabled.

(IMC, 2015, 506, NFPA96, 2017, Section 5)

Procure services of a licensed commercial kitchen/HVAC contractor to provide design and construction of a Type I commercial kitchen grease hood in the main kitchen and serving area.

Size the grease hood in accordance with IMC 2015, Section 507.5 requirements. Reuse and modify the existing wet chemical fire suppression system for both hoods and adjust/align the discharge nozzles in accordance with the cooking appliances layout under the hood. Reuse the existing exhaust fans and makeup air units and interlock their operation with operation of the hood fire suppression system. Provide an automatic solenoid gas shutoff valve for the main kitchen exhaust hood system and interlock it with operation of the hood fire suppression system.

Recoonect the serving area wet chemical fire suppression to the remote manual pull station, inspect and verify its proper operation. Type I hoods shall be constructed of steel having a minimum thickness of 0.0466 inch (No. 18 gage) or stainless steel not less than 0.0335 inch (No.

20 MSG) in thickness. Type I hoods shall be secured in place by non-combustible supports. All Type I hood supports shall be adequate for the applied load of the hood, the unsupported ductwork, the effluent loading and the possible weight of personnel working in or on the hood.

External hood joints, seams and penetrations for Type I hoods shall be made with a continuous external liquid-tight weld or braze to the lowest outermost perimeter of the hood. Internal hood joints, seams, penetrations, filter support frames and other appendages attached inside the hood shall not be required to be welded or brazed but shall be otherwise sealed to be grease tight. All the work shall be in compliance with provisions of the latest IMC and NFPA 96 requirements.

Conduct hood inspection per NFPA 25 requirements upon completion of work. Obtain warranty from the installing contractor and provide a copy of the warranty to the Engineering Support Contractor's (ESC) Project Manager.

R122698

ID

Year

0306 - DINING HALL

Kitchen grease exhaust hood obsolete

Findings :

Recommendations :

15.3.3 - VENTILATIONCATEGORY :2018

Page : 112 of 290

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

The kitchen has a makeup air unit interlocked with operation of the kitchen hood exhaust fan which were malfunctioning and non-operational during the February 2018 Facility Survey. The hoods, ducts, fans and fire extinguishing systems are required to be kept in working condition to reduce the potential fire hazard of cooking operations. Replacement air quantity shall be adequate to prevent negative pressures in the commercial cooking area(s) from exceeding 4.98 Pa (0.02-inch of water column). When the fire-extinguishing system activated, makeup air supplied internally to a hood shall be shut off. It is not advisable to discontinue the use of replacement air systems during cooking operations. Exhaust function, indoor pollution, indoor comfort, and grease removal, for example, will be adversely affected.

(NFPA 96, 2017, 4.1.3, 8.3)

Troubleshoot, repair or replace malfunctioning parts. Include routine maintenance and inspection of the kitchen make up air unit in the preventive maintenance program.

O122703

ID

Year

0306 - DINING HALL

Kitchen hood make up air unit not operational

Findings :

Recommendations :

15.3.3 - VENTILATIONCATEGORY :2018

Page : 113 of 290

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA O122704

ID

Year

0306 - DINING HALL

CATEGORY :15.3.3 - VENTILATION

Kitchen hood exhaust fans not operational

Findings :

The kitchen and serving hood exhaust fans generates excessive noise while in use. Their drive belts appeared to be loose. The hood exhaust system does not only remove heat and odors from cooking, but also provides smoke and fire control.

(NFPA 96, 2017, 8.2.3)

Recommendations :

Replace the drive belts. Perform more rigorous preventive maintenance by instituting a mandatory preventive maintenance for all exhaust fans.

Page : 117 of 290

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA R123072

ID

Year

0306 - DINING HALL

CATEGORY :16.1.1 - ELECTRICAL (BLDG)

Kitchen hood with fire suppression system lacks power shutdown

Findings :

The fire suppression system does not shut down the power to the electric cooking equipment under the hood prior to discharge. This hood is located in the Kitchen. Also, the associated fire suppression system is not connected to the fire alarm system.

(NFPA 96, 2017, 10.4.1)

Recommendations :

Procure services of an electrical contractor to provide and install shunt-trip breakers in the panels where the kitchen equipment and receptacles under hood get their supply. Derive control for the shunt-trip devices from the fire suppression system, automatically disconnecting all electrical power from under the protected hood prior to system discharge. Manual reset is required. Also, connect the fire suppression system to the fire alarm system, providing code-required notification.

The fire alarm system work will be performed by a qualified fire alarm contractor who is familiar with the components of the building fire alarm system.

PLANNING, DESIGN AND CONSTRUCTION

ADMINISTRATION GUIDELINES

FOR

ARCHITECTS/ENGINEERS AND DESIGN BUILDERS

JCH 814

SEPTEMBER 2013

DEPARTMENT OF LABOR/OFFICE OF JOB CORPS

Table of Contents

Page i

CHAPTER 1: INTRODUCTION

1.0 OBJECTIVES

1.1 MISSION OF JOB CORPS

1.2 PURPOSE OF HANDBOOK

1.3 DEFINITIONS

1.3.1 Traditional A/E Project

1.3.2 Design Build Project

1.3.3 Engineer Support Contractor Project Manager (ESC PM)

1.3.4 Job Corps Centers (JCCs)

1.3.5 Civilian Conservation Centers (CCCs)

1.3.6 Department of Labor Office of Contracts Management (DOL OCM)

1.3.7 Department of Labor Division of Facilities Asset Management (DOL DFAM)

1.3.8 Architect/Engineer of Record

1.3.9 Designer of Record

1.4 AUTHORITY OF THIS GUIDELINE

1.5 EXISTING FACILITIES VERSUS NEW FACILITIES

1.6 CODES AND POLICIES

1.7 REGULATORY PERMITS AND LICENSES

1.8 COORDINATION

1.9 HISTORIC PRESERVATION

1.10 PLANNING AND DESIGN OBJECTIVES AND METHODS

1.11 HIGH PERFORMANCE AND SUSTAINABLE DESIGN AND CONSTRUCTION

1.12 PROTOTYPES

ATTACHMENT 1-1: CODE REFERENCES

CHAPTER 2: ARCHITECTURE/PLANNING

2.0 DESIGN OBJECTIVES

2.0.1Codes (See Section 1.7 and Attachment 1-1) 2.0.2Facility Types 2.0.3Space Program

2.1 SITE PLANNING

2.1.1Campus Design Concept 2.1.2Campus Architectural Character 2.1.3Site Layout

2.1.3.1 Site Circulation

2.2 GENERAL BUILDING DESIGN

2.2.1 Massing

2.2.2 Building Envelope (Also Refer to Chapter 7)

2.3 ARCHITECTURAL SYSTEMS, COMPONENTS AND MATERIALS

2.3.1 Exterior Walls

2.3.2 Thermal and Moisture Protection

2.3.1.1 Thermal Protection

2.3.1.2 Moisture Protection

2.3.3 Doors and Windows

2.3.4 Finishes

2.3.5 Specialties/Signage

2.3.6 Equipment and Furnishings

2.3.7 Special Construction

2.3.8 Conveying Systems

2.4 BUILDING-TYPE, SPECIFIC CRITERIA

2.4.1 Administration

2.4.1.1 General Site Location Criteria

2.4.1.2 Functional Organization

2.4.1.3 Equipment

2.4.2 Cafeteria

Page ii

2.4.2.1 General Site Location Criteria

2.4.2.2 Functional Organization

2.4.2.3 The Dining Area:

2.4.2.4 Food Preparation Area:

2.4.2.5 Storage and Other Support Functions:

2.4.2.6 Cafeteria Equipment and Furniture

2.4.3Education

2.4.3.1 General Site Location Criteria

2.4.3.2 Education and Vocational Training Equipment

2.4.4 Housing

2.4.4.1 General Site Location Criteria

2.4.4.2 Functional Organization

2.4.4.3 Prototype Dormitories

2.4.4.4 Other Dormitory Types

2.4.4.5 Equipment

2.4.5 Medical/Dental (Wellness Center)

2.4.5.1 General Site Location Criteria

2.4.5.2 Functional Organization

2.4.5.3 Equipment

2.4.6 Recreation

2.4.6.1 General Site Location Criteria

2.4.6.2 Functional Organization

2.4.6.3 Mandatory Facilities:

2.4.6.4 Optional Spaces The following are examples of optional spaces:

2.4.6.5 Equipment

2.4.7 Warehouse and Maintenance

2.4.7.1 General Site Location Criteria

2.4.7.2 Functional Organization

2.4.7.3 Warehouse

2.4.7.4 Maintenance

2.4.7.5 Transportation

2.4.7.6 Equipment

CHAPTER 3: CIVIL DESIGN CRITERIA

3.0 DESIGN OBJECTIVES

3.1 CODES (SEE SECTION 1.6)

3.2 ZONING REGULATIONS

3.3 SITE PLAN APPROVALS

3.4 SITE PLANS

3.4.1Existing Conditions 3.4.2Demolition 3.4.3Plan Drawings 3.4.4Grading/Erosion and Sediment Control 3.4.5Storm Water Management 3.4.6Wetlands

3.5 SITE FACILITIES

3.5.1Utilities

3.5.1.1 Storm and Sanitary Sewer Systems

3.5.1.2 Water Systems - Potable and Fire Protection

3.5.1.3 Gas Systems

3.5.1.4 Steam, HW and CW Systems

3.5.1.5 Electrical and Communication Ducts

3.5.2Roads and Parking 3.5.3Accessibility 3.5.4Landscaping

CHAPTER 4: STRUCTURAL DESIGN CRITERIA

4.0 DESIGN OBJECTIVES

4.1 CODE (SEE SECTION 1.6)

Page iii

4.1.1 Structural Standards

4.2 SPECIAL STRUCTURAL LOADINGS

4.3 STRUCTURAL SYSTEMS AND MATERIALS

4.4 MECHANICAL/ELECTRICAL/RENOVATION PROJECTS

4.5 GEOTECHNICAL REPORTS

CHAPTER 5: MECHANICAL DESIGN CRITERIA

5.0 DESIGN OBJECTIVES

5.1 CODES (SEE SECTION 1.6)

5.2 HEATING, VENTILATING AND AIR CONDITIONING (HVAC)

5.2.1 Design Process

5.2.2 HVAC System Selection

5.2.3 HVAC Systems, Components and Materials

5.2.4 Design Temperatures

5.2.5 Design Criteria for Outdoor Air

5.2.6 Calculations

5.2.7 Building-Type, Specific Criteria

5.2.8 New Center

5.2.9 Ventilation

5.2.10 Equipment Selection

5.2.11 Controls

5.2.12 Ductwork

5.2.13 Piping

5.2.13.1 Testing, Adjusting, and Balancing

5.2.14 Commissioning

5.3 PLUMBING SYSTEMS, COMPONENTS AND MATERIALS

5.3.1 General Plumbing Requirements

5.3.2 Fixtures

5.3.3 Piping

5.3.4 Water Heating

5.3.5 Building-Type, Specific Criteria

5.4 FIRE PROTECTION SYSTEMS, COMPONENTS AND MATERIALS

5.4.1 General

5.4.2 Fire Pumps

5.4.3 Building-Type, Specific Criteria

5.5 SUSTAINABLE DESIGN CRITERIA

5.5.1 Commissioning

5.5.2 Refrigerants

5.5.3 Measurement and Verification

5.5.4 Energy Optimization

CHAPTER 6: ELECTRICAL DESIGN CRITERIA

6.0 DESIGN OBJECTIVES

6.1 APPLICABLE CODES, REGULATIONS AND STANDARDS (SEE SECTION 1.6)

6.2 DESIGN NARRATIVE

6.2.1 Design Requirements Overview

6.3 POWER DISTRIBUTION

6.3.1 General

6.3.2 Power Design

6.3.3 Calculations (to be provided only if requested)

6.3.4 Riser Diagrams

6.3.5 Schedules

6.3.6 Details

6.3.7 Building-Type, Specific Criteria

6.4 LIGHTING

6.4.1 General

Page iv

6.4.2 Lighting Design Standards

6.4.3 Lighting Calculations

6.4.4 Lighting Fixture Types/Schedules

6.4.5 Details

6.4.6 Building-Type, Specific Criteria

6.5 COMMUNICATIONS (LOW VOLTAGE)

6.5.1 General

6.5.1.1 Site

6.5.2 Communications Design

6.5.3 Riser Diagrams

6.5.4 Details

6.5.5 Building-Type, Specific Criteria

6.6 FIRE ALARM SYSTEM

6.6.1 General

6.6.2 Fire Alarm Design

6.6.3 Riser Diagrams

6.6.4 Details

6.6.5 Building-Type, Specific Criteria

6.7 SECURITY SYSTEM

6.7.1 General

6.7.2 Security System Design Standards

6.7.3 Riser Diagrams

6.7.4 Details

6.7.5 Building-Type, Specific Criteria

6.8 SUSTAINABLE DESIGN CRITERIA

6.8.1 Commissioning

CHAPTER 7: SUSTAINABLE DESIGN CRITERIA

7.0 DESIGN OBJECTIVES

7.1 HIGH PERFORMANCE AND SUSTAINABLE DESIGN AND CONSTRUCTION

7.2 JC HPSB COMPLIANCE AND VERIFICATION

7.3 EMPLOY INTEGRATED DESIGN PRINCIPLES

7.3.1 Optimize Energy Performance

7.3.2 Protect and Conserve Water

7.3.3 Sustainable Site Measures

7.3.4 Enhance Indoor Environmental Quality

7.3.5 Environmental Content of Building Materials

7.3.6 Construction Process Practices

7.3.7 High Performance and Sustainable Design and Construction for Design-Build Projects

7.3.8 Construction Phase A/E Sustainability Verification Measures

Chapter 1: Introduction

CHAPTER 1: INTRODUCTION

1.0. Objectives

The objective of this chapter is to introduce the fundamental principles guiding Job Corps facilities design and management, and give procedures for the use of this guideline including the mission of the Job Corps, authority, and definitions.

1.1. Mission of Job Corps

Job Corps is a national residential training and employment program administered by the Department of Labor (DOL). The Job Corp’s mission is to attract eligible young adults, teach them the skills they need to become employable and independent, and develop careers or prepare them for further education. It addresses the multiple barriers to employment faced by disadvantaged youth throughout the United States. Job Corps was originally established by the Economic Opportunity Act of 1964; authorization for the program continued under the Comprehensive Employment Training Act, then Title IV-B of the Job Training partnership Act, and is currently provided for under Title I-C of the Workforce Investment Act, 1998.

1.2. Purpose of Handbook

The U.S. Department of Labor, Office of Job Corps “Planning, Design and Construction Administration Guidelines”, commonly described as Job Corps Handbook 8-14 (JCH 8-14), contains guidance, procedures and policies that architect/engineers and design-build contractors providing services to the Department of Labor must adhere to in the planning, design and construction of Job Corps specific projects.

This handbook also defines technical standards which establish levels of planning, design and construction quality and performance of materials and systems incorporated into new, expansion of, or modification to facilities at Job Corps center (JCC) and Civilian Conservation Center (CCC) sites. Standards are also applicable to work performed under the Career Technical Student Training (CTST) program.

This handbook supersedes all previous planning, design and construction administration guidelines, written or verbal. Requests for interpretations of the guidelines or proposed deviations are to be directed to the engineering support contractor (ESC) on behalf of the National Office of Job Corps. Proposed deviations are to receive approval by the contracting officer’s representative (COR) prior to any financial or promissory commitment.

1.3. Definitions

1.3.1. Traditional A/E Project

The traditional A/E project consists of the A/E performing the project design separately from the construction contractor. This is a traditional design, bid and build project with the contractor and A/E working under separate contracts with the owner. The A/E has the responsibility for the design, code compliance, bidding, and regulatory agency reviews, and works with the owner to complete the design phase of the project. The project is then advertised and bid, and the selected contractor is responsible for completing the construction phase, including securing any required permits. The A/E typically acts as the owner representative during the construction phase and performs administration of the construction contract.

1.3.2. Design Build Project

Design-build (D-B) projects typically have the A/E or other design professional working directly with the construction contractor as a single team known as the D-B contractor. Only the D-B contractor has the contract with the owner. The D-B contract is typically procured via a best value source selection. Within its price, the D-B negotiates the fee for the project design; permit fees, other consulting costs such as testing or regulatory agency reviews, and construction. The D-B contractor has the responsibility for the project in all phases from design through construction.