19-0037 PART 3 BLDG 1 RENOVATION REVISED V2.pdf

Building 1 Renovation Project # 19-0037

Marine Corps Base, Camp Lejeune

PART 3 - Page | 1

Part 3 Statement of Work / Project Program

TABLE OF CONTENTS

CHAPTERS

1 PROJECT DESCRIPTION

2 PROJECT OBJECTIVES

3 SITE ANALYSIS

4 BUILDING REQUIREMENTS

5 ROOM REQUIREMENTS

6 ENGINEERING SYSTEMS REQUIREMENTS (ESR)

B10 SUPERSTRUCTURE

B20 EXTERIOR ENCLOSURE

B30 ROOFING

C10 INTERIOR CONSTRUCTION

C30 INTERIOR FINISHES

D20 PLUMBING

D30 HVAC

D40 FIRE PROTECTION

D50 ELECTRICAL POWER AND LIGHTING

E20 FURNISHINGS

G10 SITE PREPARATION

G20 SITE IMPROVEMENTS

G30 SITE CIVIL/MECHANICAL UTILITES

G40 SITE ELECTRICAL UTILITIES

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1 PROJECT DESCRIPTION

A. GENERAL DESIGN INTENT

1. This project includes the renovation of Building 1, Camp Lejeune Headquarters

Building, and Building 11, which will serve as temporary space for some Building 1 tenants, and minor repairs to Building 13, which will also serve as temporary space for some Building 1 tenants.

a) Building 1 is a two story 40,912 square foot building located on Holcomb Blvd.

The building is the Camp Lejeune Headquarters building. The building was originally constructed in 1942 and is on the historic registry. The central wing

Emergency Operations Center (EOC) area is an addition to the original construction, constructed in 2009. This Design-Build full building renovation effort will fully redesign the floor plan to better utilize space. This building post-renovation will have the same function and tenants.

b) Building 11 is a single story 3,856 square foot building located on Post Lane. The building will serve as temporary space for the Emergency Operating Center

(EOC) personnel currently located in Building 1. This Design-Build full building renovation effort will fully redesign the floor plan to better utilize the space for the

EOC function as well as upgrade the space for long term tenants. Note, Building

27, located next to Building 11, will require minor telecommunications and electrical work to support Building 11 renovation.

c) Building 13 is a single story 5,176 square foot building located on McHugh Blvd.

The building will serve as temporary space for the Headquarters staff currently located in Building 1. This RFP will require minor repairs to Building 13 to prepare the space for the Headquarters staff. The exception to the minor repairs is to provide a kitchenette in the building.

2. Floor plans for the buildings are included in Part 6 of this RFP as Attachment A1. It is the intention of this RFP for the Designer of Record to introduce a conceptual design of Buildings 1 and 11 at the CDW as preliminary floor plans are not provided as part of this RFP. Space requirements are identified within Part 3 of this RFP. The Design-

Build Team shall meet with the tenants at the CDW to confirm the appropriateness of the plan, evaluate the necessity and propriety of the scope of work indicated, and incorporate all revisions identified as a result of these meetings. Full Design Packages are required for all of the renovation buildings included in this RFP.

3. Temporary facility requirements:

a) Department G-1 tenants of Building 1 will need to be relocated to a trailer which will be installed as part of this contract. The trailer will be located in the parking lot of Building 235 located on McHugh Blvd. See Workflow Process in Part 3

Chapter 2 and Site Plan in Part 6 Attachment C.

b) A trailer will also need to be located in front of Building 13 to serve as a conference room for the Headquarters staff. See Workflow Process in Part 3

Chapter 2 and Site Plan in Part 6 Attachment C.

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4. Site improvements at Building 1 include landscape improvements, sidewalk repairs, and remarking Building 1 parking lot. Site Plans are included in Part 6 Attachment

A1.

5. General Statements for the renovation designs, applicable only to Buildings 1 and 11:

a) Provide quantity and type of plumbing fixtures required for the occupancy, use, and functions described for the facilities per International Building Code. If current number of fixtures in the building exceeds the minimum amount per code requirement, then maintain the current number of fixtures.

b) New floor plans and site work must meet Accessibility requirements in UFC 1-

200-01 to maximum extent without major changes to the existing structure.

Reference ADA Checklist for Existing Buildings in Part 6 Attachment A2.

c) Provide a fire alarm system with an addressable Fire Alarm/Mass Notification system with CO detection. Where applicable, demolish existing fire sprinkler systems to base of risers. Provide new wet pipe fire sprinkler systems in

Buildings 1 and 11. All work shall meet all requirements of UFC 1-200-01.

d) Properly abate and dispose of all lead and asbestos materials identified during the sampling performed under separate project (project #19-0065 completed by

ECS), as well as materials identified in historical reports. Quantity of materials to be properly abated and disposed of is not limited to the quantities identified in the previous reports. Instead ALL lead and asbestos materials of similar color, texture, age and size throughout the building’s interior and exterior should be assumed to contain asbestos or lead. Reports are included in Part 6 Attachment

D. Asbestos containing materials (i.e. containing more than one percent) and

Lead-Based Paint (i.e. detected at equal or greater than 0.5% lead concentration by weight) identified in those reports should be abated.

e) All under slab piping, sewer and water, must be removed and replaced up to 5’ from the building.

f) For interior room signage requirements, reference MCBCL Sign Standards and

Graphics in Part 6 Attachment A3.

g) Refer to General Notes in Part 6 Attachment A4.

6. As-built Drawing Package must be included in final submittal package to include

AutoCAD files.

7. Building 1 houses the Network Node which services all Camp Lejeune main-side.

This Network Node, HVAC, UPS system and generator backup capability and the

HVAC serving it cannot come offline at any time, and therefore, particular plans must be made during design and implemented during construction to accommodate the Node staying online at all times.

8. The basement of Building 1 has known flooding issues. This RFP will require waterproofing and drainage improvements to resolve the flooding in the Building 1 basement.

9. Building 1 is a historical building. Please see Part 6 Attachments I.

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10. During construction and planning out laydown areas, the following stipulations should be met:

a) A portion of Building 1 parking lot should remain accessible for Building 13 tenants.

b) The flag poles in front of Building 1 should remain accessible.

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2 PROJECT OBJECTIVES

A. MISSION

The mission of this project is to maximize the space utilization for the functions of the buildings undergoing renovation as part of the RFP.

B. DESIGN RESPONSIBILITY

It shall be the priority for the Design-Build Team to acknowledge and exercise its duty to complete field investigations, validate Activity’s needs and develop a definitive design to meet the needs of the Activity as well as fit within the project’s site and criteria parameters. Attention is directed to Specifications section 01 31 19.05 20 in which the

Design-Build Contractor is required to undertake a Concept Design Workshop, a client-interactive process by which the project’s definitive concept design shall be established and agreed to by all parties. The Design-Build Contractor shall bring already developed options for each building to the CDW. The combined PAK and CDW meeting shall be undertaken in immediate proximity to Marine Corps Base Camp Lejeune; and the Design-

Build Contractor shall bear all travel, lodging, subsistence and related costs of its personnel, associated A&E personnel, and any others that may require participation.

C. SUSTAINABLE DESIGN

Specific sustainability requirements are found in this document.

D. WORKFLOW PROCESS

1. The trailers shall be installed and utilities connected and accepted by the Government before the select tenants of Building 1 are relocated to the trailers.

2. The construction efforts at Buildings 11 and 13 and trailer installation can be conducted simultaneously.

3. Building 11 renovation must be complete before the EOC can vacate Building 1.

4. Building 13 minor repairs and the Building 13 conference room trailer must be complete before the Headquarters staff can vacate Building 1.

5. The Government will require 30 days for Building 1 tenants to vacate their building to their respective temporary locations before construction can commence.

6. Trailers shall not be removed from the site and the site restored until after the tenants have completely vacated the trailers.

7. Upon completion of the contract, return leased trailers, remove all the associated utilities, sidewalks, etc. Return site to its original condition, unless otherwise noted in this RFP, including but not limited to parking lot repairs and sod (centipede).

8. The design package for the sites, demolition, and renovations, shall be submitted in one design package for review and acceptance.

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3 SITE ANALYSIS

A. EXISTING CONDITIONS

The buildings within the RFP are located within the industrial area of Camp Lejeune.

Existing utilities include water lines, sanitary sewer main, storm water, overhead electric and underground telephone.

B. SITE WORK – TRAILERS

1. Trailer requirements to support G-1 tenants (27 personnel) of Building 1:

a) Trailer site will be located within the Building 235 parking lot, see Site Plan in Part

6 Attachment C.

b) Trailer Requirement:

• 1 QUADRUPLE WIDE, provide the following:

• 8 private office spaces

• Open Office Area

• Male and Female Restrooms

• Small Kitchenette for full size refrigerator and counter space for microwave and sink.

• Small conference room to accommodate 10 people.

c) See Workflow in Part 3 Chapter 2 for more details.

2. Trailer requirements to support Headquarters Staff in Building 13:

a) Trailer site will be located in front of Building 13, see Site Plan in Part 6

Attachment C.

b) Trailer Requirement:

• 1 DOUBLE WIDE, provide a large open area to serve as a conference room.

No restroom required.

• Provide an emergency backup generator for the trailer. Reference ESR D50 for more information.

c) See Workflow in Part 3 Chapter 2 for more details.

3. Trailer general requirements:

a) All offices in the trailers will require door locks.

b) Restrooms must be at least 9’ X 6’

c) All trailers require anchored 4’ x 4’ metal deck with stairs for all entrances to trailers. Top surfaces shall be non-slip. Anchorage systems should consist of direct imbeds (sleeved or plates) and/or welding. Metal used for railings should be tube stock, not solid stock, and conform to ASTM A 500. Work shall conform to IBC.

d) Trailers must have vinyl composite tile flooring.

e) All trailers shall be leased for the duration of the contract.

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f) Provide floor plans (shop drawings) for all trailers and include location of lighting, HVAC systems, doors, walls, data and telephone, electrical receptacles and switches. HVAC systems to be provided with the trailers to ensure adequacy for their use in the geographical location. If outlets are proposed in bathrooms, GFCI outlets shall be provided.

g) Contractor must locate all underground utilities prior to any excavation.

h) Connect QUAD trailer to the existing water system complete. Site shall have backflow prevention. Provide masonry support under all valve boxes. Provide a copper trace wire on all PVC pipe to be accessible in valve box.

i) Connect QUAD trailer to the existing sewer system complete. Provide cleanouts at trailer, at each bend, and every 75 feet on straight runs. Provide a ten-foot separation between water and sewer mains unless otherwise specified. Provide a copper trace wire on all PVC pipe to be accessible in valve box.

j) Building 13 DOUBLE trailer shall have a sidewalk installed to provide dry access from Building 13 during wet periods.

k) Connect trailers to the existing power grid complete.

l) Connect trailers to the existing communications/fiber network complete.

m) No permits required for water and sewer extension for the trailers.

n) Submit trailer GIS deliverables immediately following the installation of each trailer site and utilities.

C. SITE WORK – Building 1

1. Remark all pavement markings of the Building 1 parking lot to maximize spaces and improve circulation.

2. Landscape Requirements: Remove all existing bushes and shrubs within 30 feet of the building. Provide new landscape (to include plants, ground cover, edging, etc.) within 30 feet of the building exterior and to accommodate new configuration of mechanical equipment, basement improvements, etc. The DOR shall have a landscape architect involved in this process. Landscape features should be low maintenance. The MCBCL does not maintain landscape features other than lawn areas and bushes that do not require maintenance. Refer to ESR G2050 for more details.

3. Upgrade sidewalks to meet ADA requirements within the site boundary identified in

Part 6 Attachment A1. Repair existing sidewalks located within the site boundary.

Assume 20% of existing sidewalks will require repair.

4. Provide dumpster enclosure/screen wall.

5. Remove tree(s) that conflict with Mechanical Building and Chiller Enclosure addition.

Coordinate with MCBCL Environmental.

6. Remove demolished chiller pad and various housekeeping pads of removed condensing units.

D. SITE WORK – Building 11

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1. Provide 1 – 25ft flag pole in front of Building 11, visible from Post Lane, for heat stress flag.

2. Provide 1 telephone pole for radio communications. Radio communications to be installed by the Government.

3. Remove tree(s) that could conflict with overhead power line. Coordinate with

MCBCL Environmental.

E. SITE WORK – Building 13

1. Provide 2 – 25ft flag poles in front of Building 13, visible from McHugh Blvd.

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4 BUILDING REQUIREMENTS

A. Exterior Work

1. Applicable to Buildings 1 and 11:

a) Replace exterior windows.

b) Replace exterior doors and hardware. Note, some doors and windows may require infill once final floor plan is determined.

c) Exterior Access Points- landings, stairs, ramps and railing must be brought up to code.

d) Entry canopies: Paint columns, fascia, trim, ceiling, etc. Replace any rotted or damaged nailers or substrate material up to 10% and replace with like material.

Remove canopies at Building 11.

e) Concrete repair- repair cracked and spalling concrete on all exterior concrete structures.

2. Building 1 Cupula: Reference Part 6 Attachment A1, Sheet A110, for requirements.

3. Building 11 Roof Replacement of shingled roof with new Standing Seam Metal Roof

(SSMR):

a) Remove and dispose of the existing roof system (including wood decking, rotted nailers, fascia, soffits, edge metal, vents, underlayment, etc.). Replace any rotted or damaged nailers or substrate material up to 10% and replace with like material.

b) Install new metal decking. Provide structural documents indicating decking type, fastening systems, upload calculations to meet code, etc.

c) Provide insulation compliant with ASHRAE guidelines over decking.

d) Install new moisture resistant wood blocking as necessary to receive redesigned trim profile, fascia (plastic wood) and gutters. The new profile must capture the historical aspects of this building.

e) Install new standing seam metal roof system (SSMR).

f) Install new PVC board as the fascia. Submit color for approval by PWD/BEAP.

g) Install new vented vinyl soffit. Submit color for approval by PWD/BEAP.

h) Install new factory finished aluminum drip edge. Submit color for approval by

PWD/BEAP.

i) Install a new self-adhering ice and water membrane over the entire roof surface as the underlayment for the standing seam metal roof.

j) Install new aluminum standing seam metal roof. Submit color for approval by

PWD/BEAP.

k) Install panel clips as per manufacture’s recommendation for a 150 MPH wind in accordance with the Uniform Building Code for North Carolina coastal regions.

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l) Install pipe boots recommended by the standing seam metal roof manufacture on existing vent pipes.

m) Install oversize 6” seamless gutters. Install 3” x 4” rectangular downspouts at maximum 24’ OC. Submit color for approval by PWD/BEAP.

n) Install new concrete splash blocks.

o) Install permanent fall protection.

p) Install lightning protection.

q) Provide new building envelope to meet ASHRAE. The Structural Engineer (DOR) must design exterior envelope section.

B. Building 1 Basement Improvements

These notes provide general guidelines with regards to all of the exterior envelope conditions below ground (for example but not limited to: the exterior walls, basement, exterior stairs to the left wing basement, sloping finish grade away from structures, sump pumps, etc.). These notes must not be used as design documents for construction. These design considerations must be verified and augmented as necessary by North Carolina

Registered Waterproofing and Structural Consultants. The Design Build Contractor must verify the existing conditions, in particular, to determine if there are storm manholes and/or catch basins with inverts that would allow positive drainage by gravity. These notes must be transformed into design documents based on actual field conditions, precise detailing, and specifications. Alternate solutions will be considered if they are well documented and supported by actual project examples.

1. Demolition:

a) Remove, all planting, sidewalks, concrete stoops, equipment, and any other item to allow for the proper installation of complete and integrated waterproofing system.

b) Excavate to bottom of footing.

c) Demolish all sump pump equipment, related piping or other found utilities, electrical connections and disconnects.

d) Right Wing Basement: Demolish concrete all floor slab in basement interior.

Remove a minimum of 12” of soil, or stone base if found.

e) Interior Stair to Right Wing Basement: Demolish lower landing and concrete floor slab. See Right Wing Basement item above for requirements.

f) Left Wing Basement, Copper and Fiber Splice Room: This space must remain operational during the duration of the renovation. Demolish concrete floor slab as much as possible. See Right Wing Basement item above for demolition requirements.

g) Exterior Stair to Left Wing Basement: Demolish concrete slab at lower landing.

See Right Wing Basement item above for demolition requirements.

h) Core drill walls to connect basement under slab perforated pipes to the exterior perimeter drainage.

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i) Remove all existing waterproofing materials and clean surfaces to receive new items per manufacturer’s instructions and recommendations.

j) Remove soil or any other items to allow for the proper sloping of the surrounding areas away from the building.

2. Renovation Exterior Walls:

a) Install elastomeric sheet waterproofing membrane from top to bottom in all exterior wall conditions, including the exterior stair leading to the left wing basement, flashing, termination strips, and any other item necessary to provide a complete manufacturer’s system and/or good practice detailing. Provide expansion joints, penetration detailing, etc. to ensure continuity of the waterproofing materials.

b) Install continuous perforated pipe with drainage fabric and connect to the nearest storm sewer manhole/catch basin. Pipe slope must comply or exceed code regulations. Gravity drainage is the preferred method. See sump pump alternate solution if storm sewer manhole/catch basin with appropriate inverts are not found to allow for gravity drainage.

c) Install drainage mats with drainage fabric.

d) Install 1” thick minimum rigid extruded polystyrene (XPS) foam insulation

e) Install 12” minimum of crushed stone or coarse gravel. In areas to receive landscape, stop about 12” from finish grade. Install drainage fabric on top of stone throughout before applying the top soil. Slope top soil away from building. See

Exterior Site Work details below.

3. Renovation Basement (Right Wing):

a) Install 12” minimum of crushed stone or coarse gravel.

b) Install network of perforated pipes each way as recommended by Consultant.

Connect to exterior perimeter drainage system.

c) Install traffic rated catch basin at the stair bottom landing. Connect to under slab drainage system.

d) Reconnect any other piping system either found or new.

e) Install perimeter expansion joint materials at all exterior wall conditions.

f) Install concrete slab with reinforcement and expansion joints and/or control joints as designed by a structural engineer. Slope to drains where included.

4. Renovation Basement (Left Wing), Copper and Fiber Splice Room:

a) This space must be maintained operational throughout the life of this project. To the maximum extent possible, provide new drainage system and concrete slab to match the right wing basement criteria.

b) Install traffic rated catch basin at the stair bottom landing. Slope concrete slab to drain. Connect to under slab drainage system.

c) Install new, secure Entry door with lock.

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d) Drill wall(s) that are adjacent to crawl space and/or against soil, inject bentonite waterproofing as recommended by the manufacturer. The Government may consider other methods provided they are well documented.

5. Exterior Site Work:

a) Install catch basins within interior courtyards. Connect catch basins to the overall building drainage system.

b) Provide traffic rated trench drainage to the sidewalk connected to entry doors.

Connect trench drain to the overall building drainage system.

c) Provide traffic rated trench drainage to the sidewalk connected to the exterior stair landing to the Copper and Fiber Splice Room. Connect trench drain to the overall building drainage system.

d) Rebuild sidewalks, stairs, stoops, or any other items affected by the demolition.

Finish texture and color shall match existing.

e) Slope finish grade to carry water away from the building. Within interior courtyards, slope finish grade towards catch basins.

f) Install 12 inches of topsoil/compost mix and sod throughout disturbed areas.

Landscaping in these areas should be drought tolerant plants.

6. Alternative Solution:

a) In the event that no viable storm sewer manhole/catch basin to allow gravity feed is found, a duplex (2) sump pump system should be installed at each basement location.

b) The second pump should be set on a higher level to act as a booster during periods of high flow.

c) The pumps should have insulated pump enclosures (wet wells) to prevent freezing and a visual alarm to indicate when the pump is not functioning. The enclosures should have a plaque with work reception’s phone number to call in the event of the visual alarm being on.

d) The pump system should also be connected to the emergency generator.

C. Building 1 Full Building Renovation

1. Demolish the following interior components of the building:

a) Drop ceilings

b) Walls, where applicable

c) Doors

d) Wall and floor finishes

e) Plumbing, electrical, and mechanical components, and telecommunications components. KTR shall coordinate with Base Telephone prior to the demolition of any telecommunications cabling/components.

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f) Provide base two weeks notification to remove government owned equipment prior to the start of demolition.

2. Furniture:

a) Pre-Renovation:

• Contractor shall transport furniture identified by the Tenant from Building 1 to each tenant’s temporary location.

TENANTS MOVING TO TEMPORARY LOCATIONS

Department Number of Personnel

Temporary Location

G1 27 Trailer in Building 235 parking lot

G3/5 6 Building 7

G3/5/EOC 15

Building 11

*Wall Lockers to be moved to separate Building (TBD)

G4 5 Building 12

MCCS 7 Building 12

HQTRS 20 Building 13

• Contractor shall transport remaining Building 1 furniture identified as

“serviceable” by Base Property to Base Property (Building 1212). Assume

60% of existing furniture is “serviceable.”

• Contractor shall properly dispose of remaining Building 1 furniture identified as “unserviceable” by taking items to DRMO. The tenant will provide DRMS documents to the Contractor. Assume 40% of existing furniture is

“unserviceable.”

• Any remaining items (i.e. refrigerators, microwaves, etc.) is the responsibility of the contractor to dispose of off-site.

b) Post-Renovation:

• Contractor shall transport each temporary location’s furniture identified as

“serviceable” by Base Property to Base Property (Building 1212).

• Contractor shall properly dispose of each temporary location’s furniture identified as “unserviceable” by taking items to DRMO. The tenant will provide DRMS documents to the Contractor.

• Any remaining items is the responsibility of the contractor to dispose of off-site.

c) Interior Designer and Furniture Package (FF&E) (Building 1 Only): Provide interior design support. Procure a new furniture package for Building 1 and have installed by the contractor’s designated subordinate vendor. Coordinate furniture package with Base Property. Refer to ESRs and Part 4 E10 and E20 for requirements.

3. Provide a design for the building layout that accommodates what is identified below.

Note, the Entrance Lobby and 2nd Floor Lobby should remain as shown on existing floor plan.

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a) Required office spaces are identified on the Building 1 Office Space Requirements list in Part 6 Attachment A5. Note the following:

• The square foot (SF) per office space listed is for planning purposes only.

The SF listed is similar to existing office footprints and should be closely matched in the final renovation floor plan.

• Office adjacencies are identified on the list and some offices may require adjoining doors.

• Departments should be kept adjacent to each other.

• Headquarters staff should be located on the 2nd floor.

• G-1/Duty spaces should be located on the 1st floor at the building entrance.

• G-3/5 and EOC should be located on the 1st floor.

• Command Suite: The Command Suite, i.e. office spaces for the Commanding

General and Deputy Commander, shall have the same requirements as the existing floor plan identifies, i.e. size, private restrooms, closet spaces, accessibilities, etc.

b) Required common areas (i.e. conference rooms, kitchenettes, restrooms, etc.) are identified on the Building 1 Common Area Requirements list in Part 6 Attachment

A6. Common areas should be designed to accommodate details identified in the

Chapter 5 Room Requirements of this Part 3. See below for additional details/expectations for the Central Wing spaces and Secure Room requirements.

c) Central Wing, provide the following:

• EOC Area, to be located at rear of wing, provide the following:

• EOC Watch Room

• Office spaces identified on the Building 1 Office Space Requirements as G-3/5/EOC.

• Secure room large enough to accommodate 2 work stations.

• Storage for equipment

• Communications closet

• Small Kitchenette for full size refrigerator, small cabinet/counter space, sink, and microwave.

• 1 unisex restroom

• Video Teleconference Room (VTC Room)

• Commanding General Conference Room

• Secure room to serve as Classified Network Café, accessible by all building tenants, large enough to accommodate 2 work stations.

• Secure room for G-3/5 OPSEC office, large enough to accommodate 2 work stations, printer, shredder, document storage, and administrative materials

PART 3 - Page | 15 storage. Note, this space should be collocated with the G-3/5 Plans Branch and may be located on the left or right wing as long as adjacency to other

Classified Network rooms is maintained.

d) Secure room to serve as Classified Network Café for Headquarters Staff, large enough to accommodate 2 work stations and located on 2nd floor.

e) Note, all secure rooms and spaces with Classified Network, i.e. VTC Room, Secure

Rooms identified above, should be placed in a way to limit PDS runs and preferably eliminate PDS runs throughout the building. For example, PDS runs can be eliminated by Classified Network rooms sharing adjacent walls and stacking rooms with Classified Network.

f) Network Node and UPS: The Network Node is particularly important because it cannot come offline at any time during the renovation as the entire Camp Lejeune main-side feeds through this room. The UPS room shall be relocated to the existing office space on the other side the Network Node. The existing UPS room shall become part of the Network Node to allow for more space in the Network Node.

During work in these areas, preserve and protect existing fiber and coordinate with

Base Telephone.

4. If the requested office square footages and/or common areas appear to not lay out properly, this should be explained at the CDW and other options shall be presented.

5. See Room Requirements table for finishes and wall types.

6. Provide new flooring and ceiling finishes throughout the building.

7. Provide new doors, door frames, and hardware. Note, exterior entrances shall have keypad locks.

8. Paint all walls, hard ceilings, and exposed roof and structural floor construction, including ductwork and utilities where applicable.

9. Provide new communications, electrical, plumbing and mechanical support.

a) Refer to Part 6 Attachment E

b) Refer to Part 6 Attachment L, MCBCL Mechanical Design Guidance 7.17

c) Refer to Part 6 Attachment M

D. Building 11 Full building Renovation

1. Demolish the following interior components of the building:

a) Drop ceilings

b) Walls and doors

c) Floor finishes

d) Plumbing, electrical, and mechanical components

e) Provide base two weeks notification to remove government owned equipment prior to the start of demolition.

2. Furniture: Refer to Building 1 Furniture, Chapter 4.B.2.

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3. Provide a design for the building layout that accommodates what is identified below.

Tenants of this building will consist of the EOC, G-3/5 Operations Specialists, and G-

3/5 Plans Specialists.

a) 5 Private Office Spaces

b) 1 Open Office Space to accommodate 10 workstations.

c) 1 Open Space to accommodate the EOC. This space will have conference style tables that accommodate up to 25 people.

d) 1 Conference Room/Area to accommodate a conference table for 10 people.

e) 1 Communications Room, approximately 8’x10’

f) 1 Secure Room. This space should be large enough to accommodate 1 work station, printer, shredder, document storage, and administrative materials storage.

g) 1 Storage Closet

h) 1 Mechanical Closet for mop sink and water heater.

i) Restrooms/Shower: Provide modernized Restrooms/Shower Room sized to meet code and as required to provide accessibility per ADA requirements.

4. See Room Requirements table for finishes and wall types.

5. Provide new flooring and ceiling finishes throughout the building.

6. Provide new doors, door frames, and hardware.

7. Paint all walls, hard ceilings, and exposed roof and structural floor construction, including ductwork and utilities where applicable.

8. Provide new communications, electrical, plumbing and mechanical support.

a) Refer to Part 6 Attachment E

b) Refer to Part 6 Attachment L, MCBCL Mechanical Design Guidance 7.17

c) Refer to Part 6 Attachment M

E. Building 13 Minor Repairs

1. Demolish the following interior components of the building:

a) Carpet

b) Prepare painted surfaces for new paint

2. Furniture: Refer to Building 1 Furniture, Chapter 4.B.2.

3. Provide new carpet in corridors, office spaces, conference rooms, and storage rooms, with the exception of the new kitchenette in room 110.

4. Paint interior walls.

5. Provide a kitchenette in room 110. See Room Requirements in Chapter 5 for details.

6. Room 108: The contractor shall move an Information Processing System (IPS) Safe from Building (TBD) to Building 13, Room 108. The approximate size of the IPS safe is

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24'' H x 22'' W x 36 '' D. The approximate weight of the IPS safe is between 600-800lbs.

The contractor should determine if the existing floor/foundation is rated to support the load of the IPS Safe. If not, a structural engineer should design structural alterations to the foundation to support the load. The room will also require deadbolts to be installed on the doors.

7. Room Requirements tables in Chapter 5, with the exception of the Kitchenette, do not apply to Building 13 as it is a minor repair and not a full building renovation.

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5 ROOM REQUIREMENTS

1. Provide complete building code analysis.

2. Occupant Load Factor per NFPA 101 Life Safety, Designer of Record to confirm type.

3. Provide lighting, switches and convenience & data outlets per code, regulation and requirements; coordinate with user.

4. Special requirements: Refer to Part 3 Chapter 4 for other items not listed in spaces below.

5. Provide finishes and wall types per Room Requirements tables.

6. Provide room signage. Reference MCBCL Sign Standards and Graphics in Part 6

Attachment A3.

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Space Name: TYPICAL PRIVATE AND OPEN OFFICE SPACES

Space Characteristics

Function/Adjacencies: Function/Adjacencies: The space is used for private and open office space.

Special Dimensions: Space requirements noted in Chapter 4 and Building 1 Office Space Requirements list (Part 6 Attachment A5).

Acoustics: Wall STC 45 / Door & Frame STC 42

Access: Staff

Number of Occupants/Workstations: Requirements noted in Chapter 4 and Building 1 Office Space Requirements list.

Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety

FF&E Info: N/A

Audio/Visual System Info: N/A

Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

B202001 Exterior Windows A/R Provide windows for natural light emission.

B202004 Exterior Glazing Insulated – Low ‘E’ Glazing or Spectral glazing.

C101001 Fixed Partitions SF

C102001 Interior Doors A/R 3’-0” x 7’-0”

Building 11: Hollow metal frame and door, factory-primed, field painted.

Building 1: Wood doors, natural finish, raised panels to match existing

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance.

C103004 Identifying Devices A/R Provide signage- Coordinate room signage with the user.

C301003 1.5 Impact Resistant GWB SF Paint

C301090 1.4 Wood Trim and Detailing

Finishes

LF

Window Trim: wood, natural finish, size and style to match existing

Door Trim: wood, natural finish, 5.5”

C3020 Floor Finish SY Carpet

C302007 Wall Base Finish LF

Building 11: Resilient Base

Building 1: C302007 1.3, wood, natural finish, 5.5”

C3030 Ceiling Finish SF 24”X24”

Suspended Acoustical Ceiling Tiles

Building 1: ACT, decorative, revealed edge

C3030 Suspension Systems Suspended exposed grid compatible with ACT system

D3040 HVAC Provide ducted supply and return

D502001 Branch Wiring A/R Branch Circuits & Outlets per ESR

D50202 Lighting Equipment A/R General Lighting: Provide in compliance with UFC 3-530-01.

Provide in compliance with ASHRAE 90.1 2010.

D503001 Telecommunications A/R Comply with Specification 27 10 00

D503002 Public Address System A/R

D503004 CCTV & CATV

Cable TV (CATV) requirements identified on Building 1

Office Space Requirements list.

PART 3 - Page | 20

D503090 Other Alarms Mass Notification

D509002 Emergency Lighting and

Power Provide means of egress lighting for Open Office spaces only.

E201002 Window Treatment A/R Provide horizontal mini-blinds at all exterior windows.

PART 3 - Page | 21

Space Name: TYPICAL CONFERENCE ROOM SPACES

Space Characteristics

Function/Adjacencies: Function/Adjacencies: Shared meeting space for small groups.

Special Dimensions: Large enough to accommodate table and chairs for identified number of occupants.

Acoustics: Wall STC 45 / Door & Frame STC 42

Access: Staff

Number of Occupants: Building 1: 25 people, Building 11: 10 people

Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety

FF&E Info: N/A

Audio/Visual System Info: 2 Wall Mounts for 42" monitor

Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

B202001 Exterior Windows Provide windows for natural light emission.

B202004 Exterior Glazing Insulated – Low ‘E’ Glazing or Spectral glazing.

C101001 Fixed Partitions SF

C102001 Interior Doors A/R 3’-0” x 7’-0”

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance.

C103004 Identifying Devices A/R Provide signage- Coordinate room signage with the user.

C301003 1.5 Impact Resistant GWB SF Paint

C301090 1.4 Wood Trim and Detailing

Finishes

LF

Applicable to Building 1 only.

Chair Rail: wood, natural finish, 3.5”

Crown Molding: wood, natural finish, size and style to match existing

Window Trim: wood, natural finish, size and style to match existing

Door Trim: wood, natural finish, 5.5”

C3020 Floor Finish SF Carpet

C303001 Ceiling Finish SF 24”X24”

C303005 Suspension Systems Suspended exposed grid compatible with ACT system

D3040 HVAC Provide ducted supply and return.

D502001 Branch Wiring A/R

Branch Circuits & Outlets per ESR

Provide necessary power, cable & data at required height for

AV Equipment

D502002 Lighting Equipment A/R General Lighting: Provide in compliance with UFC 3-530-01.

Provide in compliance with ASHRAE 90.1 2010.

PART 3 - Page | 22

D503001 Telecommunications A/R Comply with Specification 27 10 00

D503002 Public Address System A/R

D503090 Other Alarms Mass Notification

D503004 CCTV & CATV Not required

D509002 Emergency Lighting and

Power Provide means of egress lighting

E102009 Audio- Visual Equipment Wall Mount for Monitors

E201002 Window Treatment A/R Provide black-out shades.

PART 3 - Page | 23

Space Name: VIDEO TELECONFERENCE (VTC) ROOM (BUILDING 1 ONLY)

Space Characteristics

Function/Adjacencies: Function/Adjacencies: Meeting space for large groups and VTC capability.

Minimum Ceiling Height: Walls true floor to true ceiling

Special Dimensions: Large enough to accommodate table and chairs for identified number of occupants. Table shall be a shape and size that is accommodating to the VTC function. There shall also be room for chairs along the wall for additional meeting attendees.

Acoustics: Wall STC 45 / Door & Frame STC 42

Access: Staff

Number of Occupants: 40

Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety

Other/Special Req’: Spaces shall comply with MCO 5530.14A (Part 6 Attachment J)

FF&E Info: N/A

Audio/Visual System Info: 1 wall mount for 82" monitor, 2 wall mounts for 50” monitor

Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

B202001 Exterior Windows None

C101001 Fixed Partitions SF Walls to extend to true ceiling with permanent construction materials.

C102001 Interior Doors A/R 3’-0” x 7’-0” Wood doors, natural finish, raised panels to match existing

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance. Pushbutton

Combination Locks.

C103004 Identifying Devices A/R Provide signage- Coordinate room signage with the user.

C301003 1.5 Impact Resistant GWB SF Paint

C301090 1.4 Wood Trim and Detailing

Finishes

LF

Chair Rail: wood, natural finish, 3.5”

Crown Molding: wood, natural finish, size and style to match existing

Window Trim: wood, natural finish, size and style to match existing

Door Trim: wood, natural finish, 5.5”

C3020 Floor Finish SF Carpet

C302007 Wall Base Finish LF C302007 1.3, wood, natural finish, 5.5”

C303001 Ceiling Finish SF 24”X24” ACT, decorative, revealed edge

C303005 Suspension Systems Suspended exposed grid compatible with ACT system

D3040 HVAC Provide ducted supply and return.

D502001 Branch Wiring A/R

Branch Circuits & Outlets per ESR

Provide necessary power, cable & data at required height for

AV Equipment

D502002 Lighting Equipment A/R

General Lighting: Provide in compliance with UFC 3-530-01.

Provide dimmable and zoned lighting.

PART 3 - Page | 24

D503004 CCTV & CATV CATV Required.

D509002 Emergency Lighting and

Power Provide means of egress lighting

E102009 Audio- Visual Equipment Wall Mount for Monitors

E201002 Window Treatment A/R Provide black-out shades.

PART 3 - Page | 25

Space Name: EOC WATCH ROOM

Space Characteristics

Function/Adjacencies: Function/Adjacencies: Meeting and computer work space for EOC.

Special Dimensions: Large enough to accommodate table, chairs, and work space, for identified number of occupants.

Acoustics: Wall STC 45 / Door & Frame STC 42

Access: EOC

Number of Occupants: 30

Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety

FF&E Info: N/A

Audio/Visual System Info: N/A

Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

B202001 Exterior Windows A/R Provide windows for natural light emission.

B202004 Exterior Glazing Insulated – Low ‘E’ Glazing or Spectral glazing.

B203001 Exterior Doors A/R

Hollow metal insulated galvanized steel doors and steel frames. Provide through bolt frame anchor for exterior frames.

Doors and frames shall be factory primed and field painted.

Provide fully weather stripped, thermally insulated doors as required. Provide Rainguard.

B203008 Exterior Door Hardware A/R

B203008

1.3.2

Pushbutton Combination

Locks A/R Required on exterior doors.

C102001 Interior Doors A/R 3’-0” x 7’-0”

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance.

C103004 Identifying Devices A/R Provide signage- Coordinate room signage with the user.

C301003 1.5 Impact Resistant GWB SF Paint

C3020 Floor Finish SF Carpet

C302007 Wall Base Finish LF Resilient Base

C303001 Ceiling Finish SF 24”X24” Suspended Acoustical Ceiling Tiles

C303005 Suspension Systems Suspended exposed grid compatible with ACT system

D3040 HVAC Provide ducted supply and return.

D502001 Branch Wiring A/R

Branch Circuits & Outlets per ESR

Provide necessary power, cable & data at required height for

AV Equipment

Provide data and power floor boxes.

D502002 Lighting Equipment A/R General Lighting: Provide in compliance with UFC 3-530-01.

PART 3 - Page | 26

D503004 CCTV & CATV CATV

D509002 Emergency Lighting and

Power Provide means of egress lighting

E102009 Audio- Visual Equipment N/A

PART 3 - Page | 27

Space Name: TYPICAL SECURE ROOM

Space Characteristics

Function/Adjacencies: Function/Adjacencies: The area is for secure work space.

Minimum Ceiling Height: Walls true floor to true ceiling

Acoustics: Wall STC 45 / Door & Frame STC 42

Access: Accessed from corridor

Number of Occupants/Workstations: Varies

Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety

Other/Special Req’: Spaces shall comply with MCO 5530.14A (Part 6 Attachment J)

FF&E Info: N/A

Audio/Visual System Info: N/A Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

B202001 Exterior Windows N/R

Provide windows (if necessary) for natural light emission.

MCO 5530.14A- Hardened windows- expanded metal is required for any windows that have sills less than 18’ above finish grade.

B202004 Exterior Glazing Insulated – Low ‘E’ Glazing or Spectral glazing.

C101001 Fixed Partitions SF Walls to extend to true ceiling with permanent construction materials.

C102001 Interior Doors 1 3’-0” x 7’-0”

Building 1: Wood doors, natural finish, raised panels to match existing

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance.

Pushbutton Combination Locks.

C103004 Identifying Devices A/R Provide signage- Coordinate room signage with the user.

C301003 1.5 Impact Resistant GWB SF Paint

C3020 Floor Finish SF Carpet

C303005 Suspension Systems SF Suspended exposed grid compatible with ACT system

D3040 HVAC Provide ducted supply and return.

D502001 Branch Wiring A/R Branch Circuits & Outlets per ESR

D502002 Lighting Equipment A/R General Lighting: Provide in compliance with UFC 3-530-01.

Provide in compliance with ASHRAE 90.1 2010.

PART 3 - Page | 28

D503005 Security Systems

D509002 Emergency Lighting and

Power Provide means of egress lighting.

PART 3 - Page | 29

Space Name: TYPICAL KITCHEN SPACES/KITCHENETTE

Space Characteristics

Function/Adjacencies: The area is to provide a space for lunch breaks for building occupants.

Special Dimensions: Provide space for base cabinet & countertop, full size refrigerator, microwave, coffee maker, toaster, and sink

Acoustics: Wall STC 45 / Door & Frame STC 42 (not applicable to Bldg 13)

Access: Staff, accessed from corridor.

Number of Occupants/Workstations: Varies

Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety

FF&E Info: N/A

Audio/Visual System Info: N/A

Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

C101001 Fixed Partitions SF

C103004 Identifying Devices A/R Provide signage- Coordinate room signage with the user.

C103008 Counters LF 12’ Plastic laminate covered tops with 4” high splash. Preformed factory splash not allowed.

C103309 Cabinets LF 12’ Provide costume millwork consisting of plastic laminate wall & base cabinets

C301003 1.5 Impact Resistant GWB SF Paint

C3020 Floor Finish SY Resilient tile floor

C302007 Wall Base Finish LF Resilient base

C3030 Ceiling Finish SF Suspended Acoustical Ceiling Tiles (not applicable to Bldg 13)

C30300 Suspension Systems SF Suspended exposed grid compatible with ACT system

D201004 Sink 1 Provide stainless steel under-mount sink

D3040 HVAC Provide ducted supply and return

D502001 Branch Wiring A/R

Branch Circuits & Outlets per ESR

Provide outlets for countertop microwave, coffee maker, toaster, and refrigerator

D50202 Lighting Equipment A/R General Lighting: Provide in compliance with UFC 3-530-01.

Provide in compliance with ASHRAE 90.1 2010.

D509002 Emergency Lighting and

Power A/R Provide means of egress lighting.

PART 3 - Page | 30

Space Name: TYPICAL RESTROOM/SHOWER/LOCKER SPACES

Space Characteristics

Function/Adjacencies: Function/Adjacencies: The space is for men’s or women’s restroom/shower/locker areas for building occupants.

Special Dimensions: DOR to determine.

Acoustics: Wall STC 45 / Door & Frame STC 42

Access: All building occupants.

Number of Occupants: Building 1: 80 occupants, Building 11: 15-30 occupants

Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety

FF&E Info: N/A

Audio/Visual System Info: N/A Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

B202001 Exterior Windows A/R Not required.

B202004 Exterior Glazing Insulated – Low ‘E’ Glazing or Spectral glazing. Frosted glass.

C101001 Fixed Partitions SF Impact Resistant GWB

C102001 Interior Doors A/R 3’-0” x 7’-0” field painted. Louvered.

existing. Louvered.

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance

C103001 Toilet Partitions A/R Phenolic partitions- floor to ceiling mounted

C103002 Toilet and Bath

Accessories A/R

Include individual mirror over each sink (Minimum 36" high);

STAINLESS STEEL: 1- double toilet paper dispensers per toilet stall; 1-Coat hook on back of each toilet partition door;

Grab bars as required in accessible WC and shower stalls; 1-

Soap dispensers per lav; Electric hand dryers (count determined by number of lavs); Shower seat in accessible stall; Shower rods at all showers; 1 - coat hook per shower stall. 1- semi recessed wall mounted trash receptacle.

C103004 Identifying Devices A/R Provide signage- Coordinate room signage with the user.

C103005 Lockers A/R 15” X15”

Building 1 only: Provide half height metal (Steel) ventilated lockers. Plastic (HDPE) lockers are acceptable. Lockers shall have 6” high front and end closed base. Locker quantities shall be determined by DOR and be space dependent.

C103008 Counters Building 1 – Solid Surfaces, Building 11 - None

C3010 Ceramic Tile Wall

System Finishes SF 8”x 8” Thin- set, Unglazed Ceramic Tile; epoxy grout

C3010 Wall Finish SF Ceramic Tile floor to ceiling

C3020 Tile Floor Finish SF 12”x12” Nonslip Ceramic tile; epoxy grout

C3020 Shower Floor Finish SF 2”X2” Ceramic tile; epoxy grout

C3030 Ceiling Finish SF Moisture Resistant Gypsum Wallboard with veneer plaster

(level 5) finish and epoxy paint.

PART 3 - Page | 31

D201001 Plumbing Fixtures

Water Closets- floor mounted – automatic hardwired flush valve with mechanical override. Urinals-wall mounted – automatic hardwired flush valve with mechanical override.

Lavatories-wall mounted automatic hardwired faucets

D201003 Lavatories Building 1 – Integral bowl, Building 11 - Wall mounted porcelain sinks.

D201005 Shower Partition Divider A/R

Solid surface partition divider, ceiling mount only. Shower quantities shall be determined by DOR and be space dependent. Showers are required in all restrooms in

Building 1. One shower and/or separate shower room is required within Building 11.

D201006 Drinking Fountain A/R Provide in corridor outside of public restrooms.

D203003 Floor Drain with trap primer A/R Located as required with chrome plated strainers

D3040 HVAC Provide supply and exhaust

D502001 Branch Wiring A/R Branch Circuits & Outlets per ESR. Provide GFI convenience receptacles above counters- one for every two lavatories.

D502002 Lighting Equipment A/R General Lighting: Provide in compliance with UFC 3-530-01.

Provide in compliance with ASHRAE 90.1 2010.

D503090 Other Alarms Mass Notification

D509002 Emergency Lighting and

Power Provide means of egress lighting.

D509090 Electrical Devices Hand Dryers, flush valves and automatic faucets

E201002 Window Treatment N/A N/A

E201003 Fixed Seating Benches

PART 3 - Page | 32

Space Name: TYPICAL MECHANICAL/ELECTRICAL/TELECOMMUNICATION SPACES

Space Characteristics

Function/Adjacencies: Function/Adjacencies: Primary use for mechanical, electrical or telecommunications requirements- each must have a dedicated space.

Special Dimensions: Minimum size as required to accommodate and allow for servicing equipment.

Telecomm Room: 8’x10’, Telecomm Closet: 4’x6’

Minimum Ceiling Height: DOR determine.

Acoustics: Provide sound and vibration isolation from all occupied spaces.

Access: Access from corridor or exterior of building

Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety

FF&E Info: N/A

Audio/Visual System Info: N/A

Security System Info: Refer to ESRs

Uniformat

Section Description Qty Size Specific Requirements

B202001 Exterior Windows None. Should not have exterior windows.

B2030 Mechanical Exterior

Doors

3’-0” x 7’-0”

Double Doors

Hollow metal insulated galvanized steel doors and steel frames.

Provide through bolt frame anchor for exterior frames. Doors and frames shall be factory primed and field painted. Provide fully weather stripped, thermally insulated doors as required.

Provide Rainguard.

C10…