20-0046 PART 3-- PPI RESPONSE 5_13AUG2020.pdf

Paradise Point BOQ Repairs, Buildings 2602, 2603, 2604, 2605, 2607, 2609, 2611, 2613, 2617

MCB Camp Lejeune, NC

Project #20-0046

PART 3 STATEMENT OF WORK/PROJECT PROGRAM

PART 3 STATEMENT OF WORK/PROJECT - COVER

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

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

E10 EQUIPMENT

E20 FURNISHINGS

F20 SELECTIVE BUILDING DEMOLITION

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. BOQ buildings 2602, 2603, 2604, 2605, 2607, 2609, 2611, 2613, & 2617 are included in the project package. The Design Build renovation effort is to repair all the damage as a result of

Hurricane Florence. All buildings will have changes to the current floor plans to better serve the tenants.

a) 2602 is a 15,371 square foot 2-story T-style building originally constructed in 1941 consisting of several transient sleeping rooms, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

b) 2603 is a 15,371square foot 2-story T-style building originally constructed in 1941 consisting of several transient sleeping rooms, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

c) 2604 is a 15,371 square foot 2-story T-style building originally constructed in 1941 consisting of several transient sleeping rooms, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

d) 2605 is a 15,371 square foot 2-story T-style building originally constructed in 1941 consisting of several transient sleeping rooms, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

e) 2607 is a 15,371 square foot 2-story T-style building originally constructed in 1941 consisting of several transient sleeping rooms, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

f) 2609 is a 15,371 square foot 2-story T-style building originally constructed in 1941 consisting of several transient sleeping rooms, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

g) 2611 is a 15,371 square foot 2-story T-style building originally constructed in 1941 consisting of several transient sleeping rooms, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

h) 2613 is a 15,371 square foot 2-story T-style building originally constructed in 1941 consisting of several transient sleeping rooms, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

i) 2617 is a 24,276 square foot 2-story H-style building originally constructed in 1960 consisting of several transient sleeping rooms, staff offices, lobby, front desk, laundry area, and other typical Hotel amenities. Occupancy is approx. 200 persons.

2. Floor plans for all buildings indicating the conceptual design are included in Part 6 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 buildings.

3. After completion of phase 1 construction, tenants (staff) in Building 2617 will temporarily relocate to building 2613. See Chapter 2 D Workflow Process.

4. General Statements for the design of all Buildings:

a) First floor and site work must meet Accessibility requirements in UFC 1-200-01 to the maximum extent without major changes to the existing structure. Reference document in Part 6 ATTACHEMENT ADA

Checklist for existing buildings.

a) Replace the existing fire alarm system with modern code-compliant Fire Alarm/Mass Notification system.

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b) Properly abate and dispose of all lead and asbestos material in project areas. See Base Asbestos Containing material reports, Part 6 ATTACHMENT.

c) All exterior work must comply with SHPO requirements for the historic district as required.

d) All exterior work shall comply with UFC 4-010-01 DOD Minimum Antiterrorism (ATFTP) Standards for buildings.

e) Interior Room Signage - refer to Part 6 ATTACHMENT MCBLNC SIGNS STANDARDS-GRAPHICS.

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

5. General Statements for the design of Buildings 2603, 2604, 2605, 2611, 2613:

a) Floor plan modification direction for 2603, 2604, 2605, 2611, 2613 per Part 6 Attachment. A1.

b) All buildings are the same in square footage and shall be designed similarly with the exception of additional electrical, telecom, and a Manual Transfer Switch in building 2613.

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

d) Refer to General Notes- Part 6 ATTACHMENT GENERAL NOTES.

6. General Statements for the design of Building 2602:

a) 2602 floor plan modifications direction per Part 6 ATTACHMENT.

b) 2602 – 1st Floor will generally have higher ranking guests and will require different guest room modifications in some rooms including range hood extinguishers.

c) A Manual Transfer Switch is required.

7. General Statements for the design of Building 2617:

a) 2617 supporting documents per Part 6 ATTACHMENT.

b) 2617 will have a full building back-up generator and Automatic Transfer Switch.

c) Note 101 – Demo all finishes, prep for new finishes, and install new finishes. Also see 4.H.3 below.

8. General Statements for the demolition of Buildings 2607, 2609

a) These two buildings will be demolished in their entirety.

9. As-built Drawing Package- must be included in final submittal package to include AutoCAD files.

10. The Government shall have first rights of refusal for existing mechanical, electrical, and fire alarm equipment.

11. Refer to part 6 for project boundaries and site map.

12. General Statements for the design of Building 2613:

a) A Manual Transfer Switch is required.

2 PROJECT OBJECTIVES

A. MISSION

The mission of this project is to maximize the space utilization for buildings 2602, 2603, 2604, 2605, 2611, 2613, 2617, and to demo buildings 2607, 2609 completely. All buildings are aboard Marine Corps Base

Camp Lejeune.

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 are required to undertake a Concept Design Workshop, a 3 day long, client-interactive process by which the project’s definitive concept design shall be established and agreed to by all parties.

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

Part 3 - Page | 4 personnel, associated A&E personnel, and any others that may require participation.

C. SUSTAINABLE DESIGN

Specific sustainability requirements are found in this document.

Meet sustainability to the best extent.

D. WORKFLOW PROCESS

1. Construction shall be completed using a phased approach.

2. All Buildings within each phase will be vacant prior to the start of construction.

3. PHASE 1: Renovation

a) Complete full renovation of buildings 2603, 2605, 2611, and 2613.

b) Complete renovation of building 2613 as the first priority. Refer to Part 6 for temporary Front Desk area layout/requirements. The staff in building 2617 will relocate into 2613 prior to the start of Phase 2. At the time of completion of building 2613, allow tenants 30 days to move into newly renovated spaces prior to starting phase 2.

• The Contractor will be responsible for moving all office furniture from 2617 to 2613 to support temporary office space. The contractor shall protect all furniture from damage and will be responsible for replacing any/all damaged furniture, caused by contractor negligence.

c) Phase 1 shall be complete, in its entirety, before continuing to phase 2. This includes, but is not limited to, the following:

• All phase 1 renovations complete.

• All utility services.

• All site work (concrete walkways, parking improvements, site lighting etc…).

• All landscaping.

PHASE 2: Renovation

d) Shall not be started within 30 days of building 2613 completion in Phase 1.

e) Complete renovation of buildings 2604, 2617, and 2602.

f) Phase 2 shall be complete, in its entirety, before continuing to phase 3. This includes, but is not limited to, the following:

• All phase 2 building renovations complete.

• All utility services.

• All site work (concrete walkways, parking improvements, site lighting etc…).

• All landscaping.

g) Allow 30 days for tenants to relocate from 2613 to 2617.

• Contractor is responsible for moving all temporary office furniture from 2613 to 2617. Contractor shall properly label and protect all furniture. The contractor will be responsible for replacing any/all damaged furniture, caused by contractor negligence.

h) Contractor shall modify temporary Front Desk area, in 2613, to a suite. Refer to Part 6.

PHASE 3: Demolition

i) Complete demolition of buildings 2607 and 2609 is independent of all other project buildings and demolition may occur at any point during the project.

j) Phase 3 shall be complete, in its entirety, before contract completion. This Complete demolition includes, but is not limited to, the following:

• All building demolition complete.

• All utility services removed.

• All site work remediation (concrete walkways, parking improvements, site lighting etc…).

• All landscaping complete.

k) The contractor will relocate remove, transport, and store all moveable furniture to buildings 2607 and 2609 for both phases of construction. to a humidity controlled environment (i.e. off-site storage facility and/or on-site conex boxes with built-in dehumidification and/or desiccant systems or other suitable method that

Part 3 - Page | 5 meets these objectives. Maintain relative humidity and ventilation levels throughout the life of the stored items in such a manner to prevent the degradation of the stored furniture, including but not limited to;

affecting its wood components, rust of metal components, mold growth, etc. Any degraded furniture items shall be replaced in like kind by the contractor at no cost to the government. Conex boxes and/or off site storage facilities shall be water tight and in good condition to allow the appropriate dehumidification and ventilation.

• If on-site conditioned conex boxes are used, the contractor is responsible to provide all necessary power to support dehumidification, ventilation, and any lighting requirements. All work shall comply with all applicable codes and base standards. At the completion of the project, the contractor shall fix areas damaged by the conex boxes, to include but not limited to; install fill, sod, patch damaged pavement, etc. The contractor shall take photos of the existing conditions prior to the commencement of work. Provide a copy of existing condition photos to the government CM.

The contractor will be responsible for creating an electronic furniture inventory with each piece of furniture tagged and photographed. All soft goods will be properly wrapped and sealed to protect from moisture. All hard goods shall be properly wrapped to protect from damage. Upon returning the furniture to its original locations, the contractor shall properly clean each item.

3 SITE ANALYSIS

A. EXISTING CONDITIONS

All buildings are located in the vicinity of the Seth Williams Blvd. and Charles St. intersection aboard Camp

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

B. SITE WORK

1. Perimeter drainage (All BOQs)

a) 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, 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 (Per the International Institute of building Enclosure Consultants (IIBEC) 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.

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

c) Excavate to bottom of footing.

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

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

f) Install elastomeric sheet waterproofing membrane from top to bottom in all exterior wall conditions, including the exterior stairs, 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.

g) 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.

h) Install drainage mats with drainage fabric.

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

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j) Install 12” wide minimum of crushed stone or coarse gravel. In areas to receive landscape, stop about 6” from finish grade. Install drainage fabric on top of stone throughout before applying the top soil. Slope top soil away from building.

k) Provide traffic rated trench drainage to in all the sidewalk entering the building. Connect trench drain to the overall building drainage system.

l) Rebuild sidewalks, stairs, stoops, or any other items affected by the demolition. Finish texture and color shall match existing.

m) Tie in down spouts into perimeter drains.

n) Connect all perforated pipes to the new underground storm sewer system.

o) Provide 1 dumpster enclosure per building in accordance with BEAP.

2. Sidewalks

a) Refer to Part 6 for additional information.

b) Demolish approximately 2,000 square feet of existing broken sidewalks, misaligned, flooded, affected by regrading, etc…

c) New sidewalks are not included in SF above.

d) Match existing width, finish and color.

e) Properly clean all sidewalks.

f) Demolish existing connecting sidewalk between 2607 and 2609. Refer to Part 6.

3. Trees

a) Remove trees within 30 feet of the project building structures. For bidding purposes only, consider 12 trees.

b) Tree removal shall include stump and root system removal, regrading and providing suitable soil fill for low areas, and installing sod to match adjacent areas.

4. Landscaping

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

b) All species must be drought tolerant plants.

c) Refer to spec section 01 31 19.05 20 for Landscape requirements.

5. Site Lighting

a) Replace existing pathway lighting adjacent to 2603 and 2605. Provide new pathway lighting for 2611 and

2613. Provide 3 pathway lighting fixture options to correspond with the overall area appearance for government approval.

C. CIVIL

1. Ponding

a) Re-grade as necessary to avoid water ponding throughout. In particular three locations at front of 2617, two locations at front of 2602, one location front of 2604, 2603, and 2613

b) Upgrade and improve existing storm water system to ensure positive drainage of the entire site. The site encompasses the area contained by the BOQs and the associated parking lots. This area included Seth

Williams as it passes thru the site. The BOQ pool (as defined by the fence) adjacent to 2615 is excluded from this project and will be addressed on separate project. Coordination with another engineering firm will be required to ensure positive drainage.

c) Reuse existing swales and culvert to the maximum extent possible. Add swales and culverts as required to positively drain the site.

d) Culverts, drop inlet and catch basins at Charles Street and Seth Williams properly convey storm water. A recent project improved the storm water system at that intersection. Tie into upgraded system.

e) Swales along both sides of Seth Williams covey water but need to be regraded to ensure positive drainage from the entire site especially the entrance to 2617.

f) Current elevation and pipe inverts are unknown. Contractor is responsible for conducting a site survey to determine elevations and pipe inverts.

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2. Existing road side culverts at 2617:

a) Ensure the entrance to BOQ 2617 (access road and traffic island) positively drains to the storm water system. Use existing swales and culverts to the maximum extent possible.

b) Approximate total length: 900 LF along Seth Williams between Charles Street and Scout Hut Loop.

c) Ensure entrance ties into storm water system.

d) Clean the existing culverts and regrade.

3. Existing gravel road behind BOQs 2613, 2611, and 2609:

a) Remove all gravel road material and prepare area to receive new asphalt paved road and parking spaces including stripping, ADA spaces with signage, wheel stops, etc….

b) Maximize number of parking spaces.

c) Ensure parking lot and access complies with local ATFP requirements.

d) Location: From where the gravel road starts, in line with Plan-South face of BOQ 2613 to Plan-South face of BOQ 2611.

4. Existing gravel road to Plan-South Picnic Shelter:

a) Remove all gravel road material and prepare area to receive new geo-block pavers.

b) Re-design loop road layout leading to the picnic shelter to maximize green areas.

c) Location: From Plan-South face of BOQ 2611 to picnic shelter loop road.

5. Contractor is responsible for obtaining all necessary permitting.

4 BUILDING REQUIREMENTS

A. EXTERIOR WORK

1. Access doors to Crawl Spaces (All BOQs)

a) Provide insulated galvanized HM frame and doors, lockable hardware, rain guards, entry well with drainage connected to new perimeter footing perforated pipe system.

b) Location shown in Part 6 floor plans are arbitrary. All crawl spaces must be accessible.

2. Exterior building improvements (Building 2617):

a) Replace exterior windows.

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

c) Brick infills are required as necessitated by the project conditions. All exterior wall penetrations that are created as a result of the project shall be properly infilled to match adjacent finishes (i.e. mechanical equipment removal, conduit penetrations, window opening infills, etc.). Window lintel and weep hole replacement and/or installation is the responsibility of the General Contractor. All exterior building surfaces shall be properly cleaned, patched, and painted (where applicable) as necessitated by the project conditions.

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

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

f) Connect all downspouts to the new underground storm sewer system.

g) Provide rain leader boots with access ports in all the downspouts.

h) Demolish existing roof vent/louvers. Replace with new aluminum false louvers.

3. Exterior building improvements (Buildings 2602 through 2613):

a) Same as building 2617 plus the following:

b) Demolish all items between the outside face of the brick veneer to the outside face of the wood studs (Including but not limited to: brick veneer, brick ties, air space, vapor barrier, sheathing, lintels, flashing, downspouts, etc…).

c) In order to allow the proper installation of all the new exterior finishes, remove roof soffits, Part 3 - Page | 8 vents, gutters, fascia, blocking, etc. In those buildings with recently installed SSMR roofs the contractor must attempt to re-use the gutters. The contractor must replace with new items in kind if damaged during the de-construction.

d) Provide new brick veneer, brick ties, air space, vapor barrier, sheathing, lintels, flashing, downspouts, windows, etc... to match original design.

e) Inspect/verify roof structure anchorage. Provide/install roof system anchorage, as necessary, to comply with code requirements.

f) Provide building envelope testing results for air tightness and infrared thermography.

g) For biding purposes assume that 10% of the exterior wood studs will need to be replaced.

4. New exterior stair towers:

a) Provide new exterior code compliant stair towers in all BOQs, except in 2617.

b) Match exterior aesthetic appearance of 2617.

c) In building with an existing SSMR, remove existing roof end panels as necessary to receive new SSMR over the stair towers.

d) Provide mechanical, electrical, and fire protection to comply with code requirements.

Part 6 Attachment M1, Keynote 12 applies to all new stair towers.

All stair towers must have 24 hour lighting, Interior and exterior emergency egress lighting, exit lights, general purpose power and power for mechanical equipment.

5. Existing Louvers in 2617:

a) Demolish all louvers as shown in other RFP documents.

b) Infill with materials to match existing (For example, brick veneer, air space, vapor barrier, brick ties, exterior sheathing wood studs, interior plaster or GWB systems, etc…).

6. Entry car-canopy for building 2617:

a) Provide new entry car-port that is line with the existing building style.

b) Provide pitch roof.

c) Rework and/or demolish and install new storm sewer infrastructure, new island, and entry roads, sidewalks, landscaping layout as necessary. To accommodate the new car-canopy.

d) Provide three design options in 3-D renderings and elevations for evaluation during the

CDW meetings.

B. Roofing

1. Flat Roofs:

a) Remove and dispose of the existing flat 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 Demolish all items of the flat roofs in buildings 2602 through 2613.

b) Frame a new-sloped roof using light gage metal structural members. New roof will have a minimum roof slope of 2 inches per foot. A North Carolina registered Structural Engineer will design the new pitched roof system.

c) Demolish four (4) windows at Level 2. Provide four (4) new windows in the same location and width but with smaller height to accommodate the new roof profile.

d) Install new Standing Seam Metal Roof (SSMR) on new pitched roof structure.

e) Provide complete UL Design roof system including but not limited to the standing seam roofing, the insulation, cover board, roof structure, GWB rated ceiling at the bottom of the structure if required.

f) Provide access door to new attic space.

g) New attic space will be non-vented.

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

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i) Provide insulation compliant with ASHRAE guidelines over decking. Cover insulation with concrete cover board.

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

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

l) Install new factory finished aluminum drip edge. Submit color for approval by PWD/BEAP.

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

n) 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.

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

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

q) Connect downspouts to underground perimeter drains and storm water system.

r) Install permanent fall protection.

s) Install lightning protection.

t) Provide new building envelope to meet ASHRAE.

C. BUILDING INTERIOR STRUCTURAL (For biding purposes assume that the following items will need to be replaced (10% of the SF):

a) Corridor walls

b) Floor joists

c) Roof joists

D. CRAWL/SUNKEN ROOM SPACES

1. Crawl Space

a) Demolish all insulation, vapor barrier, debris, equipment, piping, etc. found in those spaces. Re-grade as necessary to receive new vapor barrier over level ground. Overlap a minimum of 12”, tape full length of overlap, carry vapor barrier a minimum of 12” onto the foundation walls, secure with continuous pressure treated wood strips fastened at 18” O.C. Install new insulation at walls and joists.

b) Remove all access doors. Provide floor joists and decking as required to cover the opening. New decking must be flush with the existing.

c) Remove all equipment, related piping and/or electrical connections, refer to other RFP documents.

d) Infill mechanical spaces as necessary level to match the existing adjacent crawl floor space.

2. Sunken Room Extensions (except 2617)

a) Re-roof bay-window with new SSMR.

b) Provide HM hot deep galvanized insulated frames and doors, mechanical room hardware, rain guards, stairs, railing and concrete stop at each entry point.

c) Provide three design options in 3-D renderings and elevations for evaluation during the CDW meetings.

E. TEMPORARY RECEPTION DESK (2613):

a) Refer to Part 6, sheet A108 for the relocation of administrative functions.

b) Existing furniture: All the listed furniture items must be relocated in the temporary spaces as shown in

Phase 1 plan.

c) Additional existing items: The Contractor must move all other items that are not listed (for example: desks, chair, file cabinets, cubicle partitions, bulletin boards, white boards, cabinets, file cabinets, tables, chairs, furniture items, etc.) that are not secured in place. The contractor must tag all items to ensure that they are placed in the temporary location per each temporary administrative function. The contractor must return all items to its original location after building 2617 renovation is completed.

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d) Front Desk: The Front Desk in 2617 must remain in its present location. The contractor must protect as necessary.

e) Temporary Administrative functions: The administrative functions will move into finish spaces in 2613 without special changes except the additional data and power outlets. The data and power outlets do not need to be removed once the administrative functions move back to 2617. In other words, once the temporary function moves back to 2617, the space will be fully functional to be used as it was originally planned, except the additional data and power that will remain in place. The contractor must re-finish and replace any broken item before is turned over to the Government.

f) Temporary Reception Desk in 2613: Provide temporary fixed casework reception desk in close proximity to the building entry. Final location will be as proposed by the designer and evaluated by the user at the

CDW. For example: if the designer places the reception desk at a future Sleeping Suite, at least one wall will not be constructed in Phase 1 but built after the temporary desk is demolished. In other words, that space will not be fully functional as the future planned use. The contractor must complete all the necessary work intended for that particular space, re-finish, add and/or replace items before is turned over to the owner. The temporary desk must accommodate two people, have a low and a high transaction counter, and meet ADA, built with Premium Grade AWI standards using exposed stained wood components and plastic laminate and plastic laminate countertops.

g) Temporary relocation of server from 2617 to 2613: Same as item above. The disconnection, moving, and re-connection is included in the contract.

F. SUITE REQUIRMENTS

1. Solid wood casework, premium grade per AWI, clear finish, base and wall cabinet.

2. Solid countertops with integral back splash (back and sides) with one compartment stainless sink, swivel gooseneck and sprayer with flexible connection.

3. Microwave mounted under the wall cabinet.

4. Under wall cabinet light.

5. Prefabricated units will not be accepted.

6. Provide options with the following criteria:

a) Showers: 36” x 48” minimum

b) Hand wash sinks and toilets: standard industry/ADA clearances

c) Closet: 40” wide minimum x industry standard depth

d) Provide Kitchenettes to accommodate the following items:

• Under counter refrigerator: Approximately 24” x 24”

• Standard single compartment sink

• Microwave: 16”- 30” W x 12” – 20 D. Either top or under cabinet mounted (preferred)

• Top mounted two burner range for Protocol Rooms only (to be provided and installed under this contract).

• Small Dishwasher for Protocol Rooms only: 24” wide (Maximum). To be provided and installed under this contract.

• Oven: None

• Base cabinet with drawers: 18” wide minimum

• Wall cabinet with doors and swing doors entire with of top below

• Quad GFI outlet for coffee maker and other potential appliances

G. KITCHENETTE

1. Extended Suites (ADA, Non-ADA, and animal friendly)

a) Suites must include mini-fridge built into cabinet.

b) Suites must include microwave built into cabinet.

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c) Suites must include dishwasher built into cabinet

2. ExpandedProtocol Suites

a) Same as the Extended Suite, plus top range with two burners.

b) Hood with fire suppression system.

c) Suites must include dDishwasher built into cabinet.

H. OTHER

1. Data Room floor zagging in Building 2613: Remove all flooring, subflooring and associated joists in the existing telephone/data room (Item 210 in floor plans). Replace with new to match existing conditions

2. Assume ALL suspect/assumed asbestos containing material and lead in paint and surface coatings in the reports and properly abate and dispose of. This includes, but is not limited, all plaster surfaces, floor tile, wall tile, ceiling tile, mastic, roofing tar, caulking, white/black paint on brick walls, white paint on concrete base, white paint on concrete window sills, and white paint on wood baseboard. Assume all materials of similar color, texture, age and size throughout the building’s interior and exterior as ACM and LCM. 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.

3. Demolish all existing mechanical/electrical/fire protection/telecom systems and replace with new, including existing spaces to remain. Refer to Part 2.

4. Chimneys: Complete demolitions from bottom to top. In buildings with recently installed SSMR system, remove all panels affected by the chimney penetration from ridge to roof edge. Patching SSMR is not allowed.

Remove ridge cap as necessary. Install new SSMR system and roof assembly to match existing conditions and colors. Replace cap and any other items disturbed by the demolition. On roof warranty, coordinate with CM to ensure that the warranty is not voided.

Space Name: TYPICAL PRIVATE OFFICE

Space Characteristics

Function/Adjacencies: The space is used for Private office space

Minimum Ceiling Height: DOR to determine

Acoustics:

Access: Staff

Number of Occupants/Workstations: PER RFP Per code requirements Occupant Load Factor per NFPA 101 Life Safety Code: DOR to determine

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 A/R Insulated – Low ‘E’ Glazing or Spectral glazing.

C1010 Partitions SF Interior perimeter walls: CMU to underside of deck. GWB on metal or wood studs to underside of deck.

C101001 Fixed Partitions SF GWB on metal or wood studs to underside of deck.

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C102001

Interior Doors

Provide solid core wood door (factory applied clear finish) in hollow metal frame (factory primed, field painted). Solid core wood doors (7 ply staved), natural wood finish. Wood type and stain must be included in the color board submission for approval. with stain finish and steel frames factory-primed, field painted.

Rated doors: HM doors and frames-factory primed and field painted.

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance and with proximity card reader.

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

C3010 Wall Finish SF Impact Resistant GWB and CMU. Paint

C302004 Floor Finish SF Commercial grade carpet squares

C302007 Wall Base Finish LF Resilient Wall Base Type TS 4” high Wood Base: Either painted or natural finish stained. Provide options for tenant's evaluation.

C3030 Ceiling Finish SF 24”X24” Suspended Acoustical Ceiling Tiles

C3030 Suspension Systems LF Suspended exposed grid compatible with ACT system

D3040 HVAC Per RFP

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 2016. Occupancy sensors with manual override.

D503001 Telecommunications A/R Per RFP

D503002 Public Address System A/R Per RFP

D503004 CCTV & CATV Per RFP

D503090 Other Alarms Per RFP

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

Space Name: TYPICAL EMPLOYEE LOUNGE ROOM SPACES

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

Minimum Ceiling Height: DOR to determine

Acoustics:

Access: Accessed from corridor.

Number of Occupants/Workstations: PER RFP Per code requirements Occupant Load Factor per NFPA 101 Life Safety Code: DOR to determine

Other/Special Req’: Provide space for base cabinet & countertop, full size Refrigerator, Microwave, Coffee Maker, Sink.

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.

Part 3 - Page | 13

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

Provide solid core wood door with side light (clear finish, factory applied) in hollow metal frame (factory primed, field painted). Solid core wood doors (7 ply staved), natural wood finish. Wood type and stain must be included in the color board submission for approval. with stain finish and steel frames factory-primed, field painted.

Rated doors: HM doors and frames-factory primed and field painted.

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance and with proximity card reader.

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

C103008 Counters LF Solid surface tops with 4” high back splash.

C103309 Cabinets LF Provide custom millwork.

C3010 Wall Finish Impact Resistant GWB. Paint. Add Chair Rail, either painted or natural finish stained. Proved options for tenant’s evaluation.

C302004 Floor Finish SF Resilient tile floor (VCT) LVT

C3020 Wall Base Finish LF 4” Resilient BaseWood Base: Either painted or natural finish stained. Provide options for tenant's evaluation.

C3030 Ceiling Finish SF 24”X24” Suspended Acoustical Ceiling Tiles

C303005 Suspension Systems LF Suspended exposed grid compatible with ACT system

D201004 Sink A/R Per RFP

D3040 HVAC Per RFP

D502001

Branch Wiring

A/R

Branch Circuits & Outlets per ESR

Provide outlets for countertop microwave & coffee maker, Refrigerator

D50202

Lighting Equipment

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

Provide in compliance with ASHRAE 90.1 2016.

D503001 Telecommunications A/R Per RFP

D503002 Public Address System A/R Per RFP

D503004 CCTV & CATV Infrastructure only, service to be provided by supplier of CATV

Part 3 - Page | 14

Space Name: TYPICAL CONFERENCE ROOM SPACES

Function/Adjacencies: Shared meeting space for small groups in the public non-secured area of the building.

Access: Staff Number of Occupants/Workstations: PER RFP Per code requirements Occupant Load Factor per NFPA 101 Life Safety Code: DOR to determine

FF&E Info: N/A

Audio/Visual System Info: Projector Mount, Projector screen mount, 1- wall mounted 42" monitor

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 A/R Insulated – Low ‘E’ Glazing or Spectral glazing.

C101003 Retractable Partition A/R Provide in Item 122, Bldg. 2617 Only

Provide solid core wood door (factory applied clear finish) in hollow metal frame (factory primed, field painted). Solid core wood doors (7 ply staved), natural wood finish. Wood type and stain must be included in the color board submission for approval. with stain finish and steel frames factory-primed, field painted.

Rated doors: HM doors and frames-factory primed and field painted.

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance and with proximity card reader.

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

C3010 Wall Finish SF Impact Resistant GWB. Paint. Add Chair Rail, either painted or natural finish stained. Proved options for tenant’s evaluation.

C302004 Floor Finish SF Commercial grade carpet squares

C3020 Wall Base Finish LF 4” Resilient Base Wood Base: Either painted or natural finish stained. Provide options for tenant's evaluation.

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

C303005 Suspension Systems Suspended exposed grid compatible with ACT system

D502001

Branch Wiring

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.

D503001 Telecommunications A/R Per RFP

Part 3 - Page | 15

D503002 Public Address System A/R Per RFP

D503004 CCTV & CATV Infrastructure only, service to be provided by supplier of CATV

D503090 Other Alarms Per RFP

D509002 Emergency Lighting A/R Provide means of egress emergency lighting

E102009 Audio- Visual Equipment Per RFP

E2010 Marker Boards Customer to spec location

E201002 Window Treatment Provide horizontal mini-blinds at all exterior windows

Space Name: TYPICAL INTERIOR CORRIDOR

Function/Adjacencies: This area is for circulation space.

Minimum Ceiling Height: DOR to determine

Acoustics:

Access:

Number of Occupants/Workstations: NA

Occupant Load Factor per NFPA 101 Life Safety Code: DOR to determine

FF&E Info: N/A

Audio/Visual System Info: N/A

Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

B201006 Handrails A/R Upgrade existing or provide new to meet ADA

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

B202002 Storefronts A/R Entrances to H-Style Wings

B20200 Exterior Glazing A/R Insulated – Low ‘E’ Glazing or Spectral glazing.

B2030

Exterior 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 Rain guard.

B203008 Exterior Door Hardware A/R Per RFP

C101006 Interior Glazing A/R Coordinate with user for locations

Part 3 - Page | 16

Provide solid core wood door (factory applied clear finish) in hollow metal frame (factory primed, field painted). Solid core wood doors (7 ply staved), natural wood finish. Wood type and stain must be included in the color board submission for approval. with stain finish and steel frames factory-primed, field painted.

Rated doors: HM doors and frames-factory primed and field painted.

Interior Doors to suites

Provide solid core wood door with side light in hollow metal frame.

Solid core wood doors with stain finish and steel frames factory-primed, field painted.

C102002 Glazed Interior Doors A/R Coordinate with user for locations. Provide wire glass in fire rated conditions

C102003 Fire Doors A/R Provide in all fire rated walls

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance and with proximity card reader.

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

C103007 Fire Extinguisher Cabinet A/R Coordinate location with user

C103012 Fire Stopping

Penetrations

Provide at all fire rated walls

C103014 Entrance Floor Grilles &

Matts A/R

Provide recessed entrance matts at H-Style entrance wings.

Modify existing slab as necessary

C201001 Interior Stairs A/R Upgrade existing or provide new to comply with requirements

C201060 Handrails A/R Upgrade existing or provide new to comply with requirements

C3010 Wall Finish SF Heavy Duty High Impact Resistant GWB, provide corner guards.

Paint. Add Chair Rail, either painted or natural finish stained.

Proved options for tenant’s evaluation.

C302009 Floor Finish SF Commercial grade carpet squares

C3020 Wall Base Finish LF 4” Resilient Base Wood Base: Either painted or natural finish stained.

Provide options for tenant's evaluation.

C3030 Ceiling Finish SF 24”X24” Suspended Acoustical Ceiling Tiles

C3030 Suspension Systems SF Suspended exposed grid compatible with ACT system

D201006 Plumbing A/R Per RFP

D3040 HVAC A/R Per RFP

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

D503001 Telecommunications A/R Per RFP

D503002 Public Address System A/R Per RFP

D503090 Other Alarms A/R Per RFP

D509002 Emergency Lighting and

Power

Provide means of egress emergency lighting

Part 3 - Page | 17

Space Name: TYPICAL INTERIOR STAIRS

Function/Adjacencies: This area is for circulation space.

Access:

Number of Occupants/Workstations: NA Occupant Load Factor per NFPA 101 Life Safety Code: Occupant Load per NFPA 101 Life Safety is to be calculated as Business Use

1/100 GSF

FF&E Info: N/A

Audio/Visual System Info: N/A

Security System Info: N/A

Uniformat

Section Description Qty Size Specific Requirements

B201006 Handrails A/R Upgrade existing or provide new to meet ADA

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

B202002 Storefronts A/R Entrances to H-Style Wings

B20200 Exterior Glazing A/R Insulated – Low ‘E’ Glazing or Spectral glazing.

B2030

Exterior 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.

B203008 Exterior Door Hardware A/R Per RFP

C101001 Fixed Partitions SF GWB on metal or wood studs to underside of deck. Type X for fire rated conditions

C101006 Interior Glazing A/R Coordinate with user for locations

C102003 Interior Fire Doors A/R Provide HM door in hollow metal frame. Factory-primed, field painted. Provide in all fire rated walls

C102007 Interior Door Hardware A/R Lever type handle for ADA compliance and with proximity card reader.

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

C103012 Fire Stopping

Penetrations

Provide at all fire rated walls

C201001 Interior Stairs A/R Upgrade existing or provide new to comply with requirements

C201060 Handrails A/R Upgrade existing or provide new to comply with requirements

C3010 Wall Finish SF Heavy Duty High Impact Resistant GWB, provide corner guards. Paint

C302008

Floor Finish

SF

Provide rubber risers to match treads or one-piece tread/risers.

Provide treads with raised patterns and visually impaired nosing inserts as required. Provide rubber resilient landings

C3020 Wall Base Finish LF 4” Resilient Base Wood Base: Either painted or natural finish stained. Provide options for tenant's evaluation.

Part 3 - Page | 18

C3030 Ceiling Finish SF 24”X24” Suspended Acoustical Ceiling Tiles

C3030 Suspension Systems SF Suspended exposed grid compatible with ACT system

D201006 Plumbing A/R Per RFP

Provide in compliance with ASHRAE 90.1 2010.

D503001 Telecommunications A/R Per RFP

D503002 Public Address System A/R Per RFP

D503090 Other Alarms A/R Per RFP

D509002 Emergency Lighting and

Space Name: Single Staff/Multiple Public Restroom

Function/Adjacencies: The space is for men’s or women’s restroom/shower/locker areas for building occupants. Provide alcove off main corridor for entry door into toilet facilities.

Access: All building occupants. Do not allow direct views into this area.

Number of Occupants/Workstations: RFP Per code requirements

FPA 101 Life Safety Code: DOR to determine

FF&E Info: N/A

Audio/Visual System Info:

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.

C1010 Partitions SF CMU to underside of deck as indicated in floor plans GWB on

C101001

Fixed Partitions

Shower only: Cement board to 8-feet AFF and moisture resistant GWB above on metal or wood studs to underside of deck both sides. Balance of space: moisture resistant GWB on metal studs to underside of deck with side light at entry in hollow metal frame (factory primed, field painted). Solid core wood doors (7 ply staved), natural wood finish. Wood type and stain must be included in the color board submission for approval. with stain finish and steel

Part 3 - Page | 19 frames factory-primed, field painted.

Rated doors: HM doors and frames-factory primed and field painted.

C102007 Interior Door Hardware 2 sets Lever type handle for ADA compliance

C103001 Toilet/Urinal/Shower Varies High-Density Polyethylene partitions – floor mounted for toilets

– wall mounted for urinals

C103002

Toilet and Bath

Accessories

Include mirror the full length of the counter over the lavatories

(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 ; Shower seat in accessible stall; Paper towel dispenser.

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

C3010 Ceramic Tile Wall

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

C3010 Wall Finish SF Balance of space: Impact Resistant GWB. Paint

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

C3020 Wall Base SF Ceramic tile; epoxy grout

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

C303005 Suspension Systems A/R Suspended exposed grid

D201001 Plumbing Fixtures A/R Water Closets- floor mounted – 1.6 gpf electrically operated

D201004 Plumbing fixtures A/R Per RFP

D3040 HVAC A/R Per RFP

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

D502002

D503090 Other Alarms Per RFP

D509002 Emergency Lighting and

D509090 Electrical Devices Hand Dryer

Part 3 - Page | 20

Space Name: TYPICAL SUITE BATHROOM/SHOWER

Function/Adjacencies: The space is for guest suite bathroom area.

Number of Occupants/Workstations: RFP Per code requirements

FF&E Info: N/A

Audio/Visual System Info:

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.

C1010 Partitions SF CMU to underside of deck as indicated in floor plans GWB on

Shower only: Cement board to 8-feet AFF and moisture resistant GWB above on metal or wood studs to underside of deck both sides. Balance of space: moisture resistant GWB on metal studs to underside of deck with side light at entry in hollow metal frame (factory primed, field painted). Solid core wood doors (7 ply staved), natural wood finish. Wood type and stain must be included in the color board submission for approval. with stain finish and steel frames factory-primed, field painted.

C102007 Interior Door Hardware 2 sets Lever type handle for ADA compliance

C103001 Toilet/Urinal/Shower Varies High-Density Polyethylene partitions – floor mounted for toilets and showers – wall mounted for urinals

C103002

Toilet and Bath

Accessories

Include mirror the full length of the counter over the lavatories

(Minimum 36" high);

STAINLESS STEEL: 1- double Single toilet paper dispensers per toilet stall; 1-Coat hook on back of each toilet partition door; Grab bars as required in accessible WC and showers stalls; 1- Soap dispensers per lav; Electric hand dryers ; Shower seat in accessible stall; Paper towel dispenser.

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

C3010 Ceramic Tile Wall

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

C3010 Wall Finish SF Balance of space: Impact Resistant GWB. Paint

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

C3020 Wall Base SF Ceramic tile; epoxy grout

Part 3 - Page | 21

C3030 Ceiling Finish SF Shower only: Moisture Resistant Gypsum Wallboard with veneer plaster (level 5) finish and epoxy paint.

C303001 Ceiling Finish SF 24”X24” Suspended…