Attachment 1 Fulton-Gibbs Refurbishment SOW (AMD0012).pdf

28 April 2023

United States Merchant Marine Academy

Fulton-Gibbs Refurbishment Statements of Work

USMMA

Amendment 00012 SOWs

1 Introduction

2 Background

3 Project Description

3.1 Project Type

3.2 Pre-Bid Site Visits

3.3 Notice to Proceed (NTP)

3.4 Project Delivery Approach

3.5 Standards & Criteria Documents

3.6 Project Progress Meetings

3.7 Historic Preservation

3.8 General Requirements

3.9 Quality Control

3.10 Physical Security

3.11 Vehicle Registration

3.12 Utility Conservation

3.13 Environmental Program

3.14 Safety Requirements

4 Statement of Work

4.1 Roofing – Fulton-Gibbs Complex

4.2 Flooring – Fulton-Gibbs Complex

4.3 Windows – Fulton-Gibbs Complex

4.4 Lighting – Fulton-Gibbs Complex

4.5 Emergency Shower/Eyewash Stations Fulton-Gibbs Complex

4.6 Ceiling Repair/Replacement Fulton-Gibbs Complex

4.7 Painting – Fulton-Gibbs Complex

4.8 Door Replacement and Repairs Fulton-Gibbs Complex

1 Introduction This Statement of Work (SOW) describes the Government’s requirement for services related to refurbishment of the United States Merchant Marine Academy’s (USMMA’s) Fulton-Gibbs, which consists of two conjoined academic buildings, Gibbs Hall and Fulton Hall.

2 Background The USMMA, located in Kings Point, NY, is operated by the Maritime Administration (MARAD), part of the U.S. Department of Transportation. The existing structure of USMMA’s science and engineering Fulton-Gibbs complex, consisting of Fulton Hall constructed in 1943 and Gibbs Hall constructed in 1980, is in need of refurbishment.

Asbestos An asbestos survey of the USMMA campus was performed in March 2021. The survey covered common areas and mechanical rooms of the Fulton-Gibbs complex that were easily accessed.

Results indicated that there is asbestos in the Fulton-Gibbs flooring materials and laboratory tabletops. There is no indication that the piping or ductwork in either Fulton Hall or Gibbs Hall was tested, but given the ages of the buildings, there is a high possibility that the insulation contains asbestos. There has been no abatement effort to date to address the results of the 2021 asbestos survey.

Lead A survey for the presence of lead has not been performed on the USMMA campus. Given the ages of the buildings there is a possibility that lead is present.

3 Project Description The purpose of this SOW is to refurbish the existing structure of the Fulton-Gibbs complex to meet anticipated minimum operating capability for the next seven to ten years. This includes, but is not limited to:

• Roof replacement

• Ensuring asbestos in the flooring has been abated

• Installing new flooring

• Lighting upgrades

• Emergency Shower updates

• Facility painting

• Window repairs

• Ceiling Repairs, and

• Door and associated hardware repair and replacement

3.1 Project Type

This is a Repair/Alteration project

3.2 Pre-Bid Site Visits

A pre-bid conference and site visit will be conducted for the purposes of briefing on the bid requirements and answering questions regarding this solicitation. Interested contractors are highly encouraged to attend.

3.3 Notice to Proceed (NTP)

A. The Contracting Officer is the only individual from the Government that can give the Contractor an NTP.

B. Before any work within the scope of the contract is started, the Contractor shall confer with the COR and agree on a sequence of procedures, a means of facility access, and delivery of materials.

3.4 Project Delivery Approach

This project will follow a design build method using a design build contractor who shall carry sole responsibility for the fulfillment of the entire design build contract. The design build contractor will be responsible for all architect-engineering services and construction services.

3.5 Standards & Criteria Documents

All items within the project’s scope of work must be designed in accordance with General Services Administration PBS P-100, Facilities Standards for the Public Building Services, including all applicable Standards, Criteria, and Guides listed therein. In the event of a conflict with P-100 and this SOW the Contractor shall confer with the COR for resolution.

3.6 Project Progress Meetings

A. Contractor shall host weekly project progress meetings, and/or presentations, with the

COR and others, as identified by the CO and COR, as required to keep all parties apprised of the progress/status and impending activities.

B. Contractor shall prepare and distribute an agenda for each Contractor hosted project meeting, in advance of the meeting date.

C. Contractor shall provide minutes of all Contractor hosted project meetings and presentations to all attendees identifying new and unresolved old action items and associated responsible parties. Minutes must be provided within three calendar days after each meeting.

3.7 Historic Preservation

The USMMA is listed on the National Register of Historic Places. Therefore, all work shall be consistent with the Secretary of the Interior's Standards for the Treatment of Historic Properties (36 CFR part 68).

Plans for any alterations that will result in adverse effects on historic property will require consultation with the State Historic Preservation Officer (SHPO), the Advisory Council on Historic Preservation, at its discretion, and interested parties.

3.8 General Requirements

The requirements set forth in this section apply to all stages and phases of the project as described in the Scope of Services section below:

https://www.gsa.gov/real-estate/design-and-construction/engineering-and-architecture/facilities-standards-p100-overview https://www.gsa.gov/real-estate/design-and-construction/engineering-and-architecture/facilities-standards-p100-overview

A. The Contractor must provide all necessary labor, materials, equipment, transportation, and supervision for the successful performance of all tasks in this SOW.

B. The Contractor must be qualified, licensed, and insured to perform the work required under this SOW.

C. All site access, surveys, and testing must be coordinated with the COR.

D. The Contractor must coordinate with USMMA in the creation of a project schedule.

The schedule must be sequenced so as not to impact USMMA’s academic schedule and must be coordinated with other disciplines/vendors concurrently performing work to ensure the efficient and orderly installation of each part of the work. The Contractor must submit a fully coordinated proposed schedule for review and approval by USMMA and MARAD at least ten (10) business days before commencing work.

E. The Contractor must submit all material specifications for USMMA’s and MARAD’s approval prior to commencing the work. Material specifications must include for each component the type of material, manufacturer, color selection (if applicable), and lifecycle of the proposed materials.

F. The Contractor must submit plans for removal and disposal of waste and debris to USMMA and MARAD for approval prior to commencement of the work. The Contractor must ensure all waste and debris is disposed of in accordance with all environmental rules and regulations and all local and state ordinances.

G. The Contractor must clean and secure all work areas at the end of each day.

H. All damage to existing facilities or appurtenances must be repaired or replaced, in kind, by the Contractor at no additional cost to the Government.

I. The Contractor must provide a signed warranty against damage and defective material per the manufacturer’s warranty and a minimum 2-year workmanship warranty on all work performed under this contract. All warranties must commence from the date of Substantial Completion.

J. The Contractor must ensure that all work conforms to current federal, state, and local codes, rules, and regulations.

K. The Contractor and its employees or subcontractors shall observe and comply with all applicable regulations, policies, and procedures, e.g., fire, safety, sanitation, environmental protection, security, gratuities, flag courtesy, “off limits” areas, and possession of firearms or other lethal weapons. The Contractor shall ensure that personnel present a professional appearance at all times and that their conduct shall not reflect discredit upon the United States of America, the Department of Transportation, or the USMMA. The Government may direct the Contractor to remove from the job site any employee for reasons of misconduct or security. The removal from the job site of such a person shall not relieve the Contractor of the requirement to provide sufficient personnel to perform this contract.

L. The USMMA is in operation 365 days a year, 24 hours a day and must continue to be in operation during all phases of work performed under this SOW.

M. Any items identified by brand name shall be selected as Brand Name or Equal which reflects the characteristics and level of quality that will satisfy the Government’s needs. The salient physical, functional, or performance characteristics that "equal" products must meet are specified in the solicitation.

3.9 Quality Control

The Contractor must provide the Government with high quality work, assume full responsibility for quality control of all work performed by the Contractor’s team, and thoroughly review the Contractor’s written evaluations, reports, and recommendations to ensure the professional quality of the final product.

3.10 Physical Security

The Contractor shall ensure the physical security of all assigned buildings, facilities, accountable and non-accountable property, expendables, consumables, equipment, and inventory furnished by the Government for the performance of this work. The Contractor shall not allow entry to any area by any person other than Government officials, and Contractor employees who are performing authorized work. Coordination for access to the buildings for other personnel not working under this contract shall be coordinated through the COR with the Office of Public Safety at USMMA.

Security Plan: The Contractor shall provide procedures for providing local background checks and other security clearances. These shall be coordinated with the USMMA HR and Public Safety Departments.

3.11 Vehicle Registration

All Contractor-owned vehicles used to perform work under this contract shall be registered and insured in accordance with applicable state regulations and registered with the USMMA Department of Public Safety (DPS). Any employee privately-owned vehicle which are operated on the USMMA shall be registered with the DPS and shall be properly registered and insured in accordance with the applicable state regulations.

3.12 Utility Conservation

In addition to the ENERGY STAR® items mention in Sections 4.3 and 4.4 utility use and cost conservation shall be considered in the Design-Build aspect for all areas included in the proposed improvements and upgrades to all refurbishment areas.

3.13 Environmental Program

A. The Contractor shall comply with all federal, state and local laws, regulations, and standards regarding environmental protection. The Government on a no-notice basis may inspect the facilities during Contractor work.

B. Violations or citations of Contractor-operated Government facilities for noncompliance with environmental regulations are a matter for resolution between the Contractor and the issuing local, state, and federal regulatory authorities. The Contractor shall pay any fines, penalties or charges associated with violations or citations issued by federal, state or local regulatory authorities for noncompliance with environmental standards. The Contractor shall notify the COR of any regulatory visits.

C. For any oil or hazardous material spills caused by or resulting from the Contractor’s action or inaction, the Contractor shall provide all necessary manpower, equipment and material to respond, contain, clean up, and report as required by federal, state, and local laws, regulations and standards.

3.14 Safety Requirements

A. All work shall be conducted in a safe manner and shall comply with applicable

OSHA requirements. If the Contractor fails or refuses to comply promptly with safety requirements, the CO or COR may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

B. The Contractor shall develop and submit a Contractor Safety Plan that shall comply with all federal, state and local laws and codes, including OSHA and regulations set forth in 29 CFR 1910 and 29 CFR 1926. Prior to commencing work, the Contractor shall meet with the COR to discuss approaches and procedures relative to the administration of an effective safety plan. The Contractor shall ensure that all work performed complies with all applicable federal, state, local and installation safety standards, and requirements. The Government reserves the to inspect for safety compliance standards and requirements at any time.

4 Statement of Work

4.1 Roofing – Fulton-Gibbs Complex

4.1.1 Design-Build Roof Replacement

A. Design The Contractor must survey the work site, determine the scope of work needed, and provide plans/methods and material options for the USMMA and MARAD to consider and approve prior to commencement of the work. The Contractor must design and build the roof such that no item on or adjacent to the roof needs to be moved or destroyed to repair and reroof the structure. The contractor shall design to allow for phasing of roof replacement. Roof design shall meet UFC 3-110-03 Roofing, With Change 5 and National Roofing Contractors Association (NRCA) design criteria.

B. Demolition and Examination The Contractor must remove the existing roof system down to the substrate and examine substrates, areas, and conditions. The procedures proposed for the accomplishment of the demolition and removal work shall be submitted for approval. The procedures shall provide for safe conduct of the work, careful removal and disposition of materials, protection of property which is to remain undisturbed.

1. Existing roof to remain, if any, shall be protected from damage. Work damaged by the contractor shall be repaired in kind.

2. Cover items to remain as necessary to protect from environmental factors.

3. At end of each work day and during inclement weather, close exterior openings with weatherproof material.

4. Debris and rubbish removal from the site shall be coordinated with the COR.

Contractor shall not allow debris and rubbish to accumulate in building or on site.

C. Installation

The Contractor must install the new roofing system in accordance with the government-approved plans/methods and material specifications. Installation may not begin until the substrates are dry and any and all unsatisfactory conditions have been corrected.

Roof Construction Requirements:

1. All roof decks must be properly sloped to provide for positive drainage to the drains or scuppers.

2. Drains must be sumped a minimum of 1.5 inches below the finished roof surface.

3. All curbs, pipes, and penetrations must be built to allow for a minimum base flashing height of 8 inches above the finished roof surface including the cricket.

4. Any new curbs, pipes, and penetrations must have a minimum of 18 inches separation between each other, walls, and valleys.

5. All crickets must have a minimum 2:1 length-to-width ratio and must have a slope equal to or greater than the slope of the roof.

6. All construction details must comply with PBS P-100, National Roofing

Contractors Association (NRCA) and Sheet Metal and Air Conditioning Contractors’ National Association (SMACNA) construction details.

7. No water lines, conduits, or gas lines are permitted to be buried within a roof system.

8. The roof must be insulated

9. The Contractor must provide roof edging and flashing around HVAC curbs and parapet walls.

4.1.2 Deliverables

A. Removal/disposal plan B. Project schedule C. Plans/methods and material options for approval by USMMA D. Required warranties

4.1.3 Roof Sections

4.2 Flooring – Fulton-Gibbs Complex

4.2.1 Design-Build Floor Replacement

A. Design The Contractor must survey the work site, determine the scope of work needed, and provide plans/methods and material options for the USMMA and MARAD to consider and approve prior to commencement of the work. The Contractor must design and build the floors such that no permanently installed items need to be moved or destroyed to perform the work.

B. Asbestos Encapsulation

a. The Contractor must review the 2021 asbestos report for types of materials and locations and submit an abatement plan for review and approval by USMMA and MARAD. The Contractor must perform and coordinate all asbestos abatement activities with USMMA.

b. The Contractor must perform all necessary floor preparations, to include:

i. Necessary abatement of tile and mastic (loose and coming up) and disposal of asbestos containing materials in compliance with all applicable federal, state, and local laws, rules, and regulations governing asbestos work or the hauling and disposal of asbestos waste material, including but not limited to EPA and OSHA 3096 standards.

ii. Encapsulating remaining existing floor tile utilizing an approved method of encapsulation.

C. Flooring Installation

1. One of three (3) types of floor finishes shall be installed. The floor types are identified on the Ceiling-Floor Finish Attachment provided by the USSMA and shall be:

a. Heavy-duty epoxy applied ≥ ¼” thick,

b. Vinyl Composite Tile

c. Kinetex Textile Composite Flooring.

2. All floors shall be leveled prior to applying final finishes.

3. Underlayment shall be applied to a thickness to ensure ASTM standards are met for floor finish.

4.2.2 Deliverables

A. Asbestos abatement plan B. Removal/disposal plan C. Project schedule D. Plans/methods and material options for approval by USMMA E. Required warranties

4.3 Windows – Fulton-Gibbs Complex

4.3.1 Design-Build Window Replacement

A. The Contractor must survey the work site, determine the scope of work needed, and provide plans/methods and material options for the USMMA and MARAD to consider and approve prior to commencement of the work. The Contractor must design and build the windows such that no permanently installed items need to be moved or destroyed to perform the work.

B. The windows are pivot style windows and fixed-type windows. The pivot windows are a split double pane system with internal blinds. The repair strategy is to repair existing windows while increasing the efficiency without substantial visual change.

C. All window frames shall be caulked (interior and exterior sides).

D. Windows shall be sealed and rendered static, excluding egress windows.

E. Internal window blinds shall be removed and replaced with external roller shades.

F. All windows shall be cleaned internally and externally. Seals shall be replaced to prevent intrusion of dirt and bugs.

G. The contractor must evaluate multiple alternatives for addressing the window systems applying the below hierarchy. Each option must be evaluated to determine the degree to which it meets the need for energy efficiency, the degree to which it retains the original windows and maintains the visual character of the existing windows, and the cost:

1. Repair the existing windows using original materials and any measures that may increase the energy efficiency of the existing windows without substantial visual change.

2. Repair the existing windows using similar materials that will provide a similar outward appearance;

3. Replace the existing windows with new materials that will address the project needs but will remain visually similar to the existing windows;

4. Replace the existing windows with new windows.

4.3.2 Deliverables

A. Removal/disposal plan B. Project schedule C. Plans/methods and material options for approval by USMMA

4.4 Lighting – Fulton-Gibbs Complex

4.4.1 Design-Build LED Lighting Upgrade

A. The Contractor must survey the work site, determine the scope of work needed (to include interior emergency lighting), and provide plans/methods and material options for the USMMA and MARAD to consider and approve prior to commencement of the work.

The Contractor must design and build the lighting so that no permanently installed items need to be moved or destroyed to perform the work.

B. The Contractor must provide a Lighting System Plan that includes, at a minimum, the Contractor’s methodology, inspection plans, and test and inspection procedures.

C. The Contractor must:

1. Demolish and dispose of any material removed as part of a replacement or retrofit.

2. Ensure the compatibility, safety, and applicability of the proposed lighting fixture, retrofit, or lamp with the electrical system and mounting surface.

3. Ensure all fixtures and retrofit kits are mounted securely to the mounted surfaces.

Refer to the manufacturer’s installation instructions for mounting details.

4. Ensure all electrical connections and low voltage signals are wired appropriately.

5. Remove all parts of old fixtures no longer in use.

6. Provide a detailed and itemized report, which includes manufacturer and model number and clearly states the quantity of each type of fixture installed.

D. The Contractor is responsible for confirming that the selected LED fixtures or lamps are eligible for utility incentives and are ENERGY STAR®-certified.

4.4.2 Deliverables

A. Lighting System Plan B. Removal/disposal plan C. Project schedule D. Plans/methods and material options for approval by USMMA E. Itemized Report F. Required warranties

4.5 Emergency Shower/Eyewash Stations Fulton-Gibbs Complex

4.5.1 Design-Build Emergency Shower/Eyewash Stations Replacement

A. The Contractor must survey the work site, determine the scope of work needed, and provide plans/methods and material options for the USMMA and MARAD to consider and approve prior to commencement of the work.

B. The Contractor must remove and replace the existing Emergency Shower/Eyewash Stations. The new stations must:

1. Be purchased and installed to comply with the latest ANSI Z358.1 American National Standard for Emergency Eyewash and Shower Equipment.

2. Be identified with a highly visible sign positioned so that it is visible within the area served by the emergency equipment.

3. Remain “on” once activated without requiring further use of the operator’s hands until intentionally closed.

4. Deliver tepid flushing fluid (moderately warm or lukewarm potable water supply). Temperatures must not exceed 100o F and must not be lower than 60o F.

5. Be made to prevent an unauthorized shutoff if shutoff valves are installed in the supply line.

6. (Eye wash stations) Provide enough room to allow the eyelids to be held open with the hands while the eyes are in the flushing fluid stream.

4.5.2 Deliverables

A. Removal/disposal plan B. Project schedule C. Plans/methods and material options for approval by USMMA

4.6 Ceiling Repair/Replacement Fulton-Gibbs Complex

4.6.1 Design-Build Ceiling Repair or Replacement

A. Design The Contractor must survey the work site, determine the scope of work needed, and provide plans/methods and material options for the USMMA and MARAD to consider and approve prior to commencement of the work. The Contractor must design and build the ceilings such that no permanently installed items need to be moved or destroyed to perform the work. Ceiling type selection shall be dependent on space type, existing ceiling type and shall be identified by the USMMA.

B. Asbestos Encapsulation

a. The Contractor must review the 2021 asbestos report for types of materials and locations and submit an abatement plan for review and approval by USMMA and MARAD. The Contractor must perform and coordinate all asbestos abatement activities with USMMA.

b. The Contractor must perform all necessary preparations, to include:

i. Necessary abatement of friable tile and mastic and disposal of asbestos containing materials in compliance with all applicable federal, state, and local laws, rules, and regulations governing asbestos work or the hauling and disposal of asbestos waste material, including but not limited to EPA and OSHA 3096 standards.

ii. Encapsulate remaining ceiling tile mastic.

C. Hallway Ceiling Installation

The Contractor shall:

a. Remove and dispose of the 3-1/4” linear ceiling pans.

b. Suspension system to remain and fitted with 7-1/4” Paraline III pans.

c. 3-1/4” pans in matching color may be installed to meet dimensional requirements.

d. Insulation shall remain

D. Classroom/Laboratory Ceilings:

a. Bare concrete ceiling shall be prepped and painting in accordance with 4.7

Painting of this SOW.

b. Classrooms with 2’x4’ suspended ceiling systems shall be retrofitted to accept

2’x2’ Acoustical Ceiling Tiles.

c. Office spaces with 1’x1’ ceiling shall have any loose or damaged ceiling tiles replace in-kind and painted per section 4.7.

d. Suspended ceiling systems shall be installed in all rooms specified in the Ceiling-

Floor Finished Attachment.

i. Ceiling grid shall be constructed as a 2’ x 2’grid system

ii. Armstrong Cortega Model# 824 15/16” Square Lay-In Tiles E. Tectum Ceiling Systems:

a. Tectum Ceiling Panels shall remain in place.

b. Tectum ceilings shall be remediated by one of two methods.

i. Suspended ceilings shall be installed to conceal Tectum Ceiling Panels

ii. Contractor shall encapsulate Tectum ceilings with Duramax PVC Wall and Ceiling Panels

4.6.2 Deliverables

A. Proposed products must consider building moisture or have water repellant properties to prevent sagging, mold and mildew.

B. Consider sound absorption for better acoustics C. Ceiling must be fire resistant and meet ASTM E1264 Class A rating for flame spread.

4.7 Painting – Fulton-Gibbs Complex

4.7.1 Design-Build Painting

A. The Contractor must survey the work site, determine the scope of work needed, and provide plans/methods and material options for the USMMA and MARAD to consider and approve prior to commencement of the work.

B. Painting Requirements

1. All previously painted areas must be repainted. All articles affixed to buildings, such as hardware and light fixtures, that are removed for painting must be immediately replaced by the Contractor once painting of that area is completed. All electrical device plates must be removed prior to painting, stored carefully, and replaced by the Contractor after paint has dried. It is the responsibility of the Contractor to record areas identified during the project walk-through as NOT TO BE PAINTED. The Contractor is responsible for moving and replacing furniture if needed to access areas for painting.

2. The Contractor must:

a. Prepare all surfaces (e.g., ceilings, walls, trim) to receive paint in all hallway corridors, doors and frames, classrooms, lobbies, and offices.

b. Check all walls and ceilings for loose paint or caulking.

c. Clean walls and ceilings by wire brush or sandpaper.

d. Spot prime surfaces to be painted with block filler, if necessary.

e. Caulk all open mortar joints, expansion joints, and doorframes.

f. Repair all defects in surfaces.

g. Add scaling putty when missing.

h. Sand all metal and wood trim with 180 grit-free sandpaper before applying primer.

i. Strain all paint material from original containers and restrain all material left over from previous day.

j. Paint all walls per product specifications. If there is a change in color, always use two (2) coats.

k. One coat of Benjamin Moore Fresh Start Primer # 046-00, or equivalent, to the walls and ceilings of all rooms.

l. Ceilings, except for bathrooms, are to be painted with two coats of Benjamin

Moore #282-01, Super Hide flat finish White paint or equivalent.

m. Walls, except for bathrooms, are to be painted with two coats of Benjamin Moore

#286-70, Super Hide eggshell finish Linen White paint or equivalent.

n. Bathroom ceilings and walls are to be painted with two coats of Benjamin Moore

#322-01, satin finish Kitchen and Bath paint or equivalent.

o. Doors and trim are to be painted with two coats of Benjamin More #283-01, Super Hide semi-gloss finish White paint or equivalent.

3. Primer must be the same color as the paint to be used and must match the texture of the existing area.

4. The Contractor must at all times maintain all staging, scaffolds, ladders, etc. in a manner that meets OSHA Safety Requirements and that does not pose a hazard to workers, USMMA personnel or attendees, or the general public. The Contractor must maintain adequate exits from all buildings and in all areas to meet Fire Marshal regulations.

5. The Contractor must protect all non-painted areas, such as scrubs, floors, glass, etc.

Upon completion of the work, the Contractor must remove all splattering and remove all paint-related rubbish from the premises. The Contractor will be held responsible for any related damages.

6. The Contractor must supply to USMMA for future use two (2) 5-gallon buckets of paint in new unopened containers identifying the brand, color, and formula. The Contractor must also supply USMMA with Closeout Documents listing all paint colors (including formulas), paint manufacturer’s warranty, MSDS (Material Safety Data Sheets), and product specification for all products used.

4.7.2 Deliverables

A. Removal/disposal plan B. Project schedule C. Plans/methods, and material options for approval by USMMA D. Closeout Documents listing all paint colors E. MSDS and product specifications for each product used F. 10 gallons of each paint color for USMMA future use G. Required warranties

4.8 Door Replacement and Repairs Fulton-Gibbs Complex

4.8.1 Design-Build Door Replacement and Repairs

A. The Contractor must survey the work site, determine the scope of work needed, and provide plans/methods and material options for the USMMA and MARAD to consider and approve prior to commencement of the work.

B. The Contractor must provide USMMA with a Door Schedule with open direction, door dimensions, and proposed hardware for all doors and frames.

C. Any doors with labeling (room #’s, etc.) shall be replaced with signage in kind.

D. For door replacements, the Contractor must supply and install all required jambs and doors complete with all required hardware, including but not limited to locks, self-closers, stops, sweeps, etc.

E. For door repairs, the Contractor must ensure that all doors are installed plumb and operate smoothly. The Contractor must supply and install all required hardware, including but not limited to locks, self-closers, stops, sweeps, etc.

F. The Contractor must ensure that all locks are keyed per USMMA needs. Keying systems shall be identified by USMMA.

4.8.2 Deliverables

A. Removal/disposal plan B. Project schedule C. Plans/methods and material options for approval by USMMA D. Door Schedule E. Required warranties

5. Attachments:

General Services Administration PBS P-100, Facilities Standards for the

Public Building Services 2021 ACM Asbestos Report USMMA 2022 BER Fulton Gibbs (Fulton-Gibbs specific) https://www.nps.gov/subjects/historicpreservation/index.htm Ceiling-Floor Finishes https://www.nps.gov/subjects/historicpreservation/index.htm

Floor Type Final Finish Ceiling Type Final Finish

G01 Paint Paint Paint Paint G03 VCT VCT Over 2x2 Repair Suspended Ceiling G04 Paint Paint Paint Paint G05 VCT Epoxy Paint Paint G06 Paint Paint Paint Paint G06A Tile Remain Paint Paint G09 Epoxy Epoxy Tectum PVC Ceiling G09A Epoxy Epoxy Tectum PVC Ceiling G10 VCT Epoxy Tectum PVC Ceiling G11 VCT VCT Over 1x1 Paint G12 Epoxy Epoxy Tectum PVC Ceiling G18 Epoxy Epoxy Tectum Install Suspended Ceiling G18A Wood Remain Tectum Install Suspended Ceiling G19 Concrete Remain Corrugated Paint G19A Carpet LVT Corrugated Paint G19B Concrete Remain Corrugated Paint G20 Paint Epoxy Paint Paint G21A Paint Paint Paint Paint G22 Epoxy Epoxy Paint Paint G23 Paint Paint Paint Paint Corridor VCT GC Identified Varies GC Identified

101 VCT TCF 2x4 Retrofit 2x2 102 VCT TCF 2x4 Retrofit 2x2 104 VCT TCF Tectum Install Suspended Ceiling 105 Raised Floor Minor VTC Over Suspended/Tectum Install Suspended Ceiling 107 Paint Paint Paint Paint 107A Ceramic Tile Remain Paint Paint 108 Paint Epoxy Tectum Encapsulate 109 VCT TCF Tectum Install Suspended Ceiling 111 VCT VCT Paint Paint 114 New VCT Remain Tectum Suspended Ceiling 115 VCT TCF 2x4 Retrofit 2x2 118 VCT VCT Paint Paint 120 VCT VCT Paint Paint 120A VCT VCT Paint Paint Corridor VCT TCF Paraline 1 Paraline 3

201 Raised Floor/VCT TCF Tectum Install Suspended Ceiling 203 VCT Epoxy Tectum Install Suspended Ceiling 203A VCT Epoxy Paint Paint 204 VCT TCF Tectum Install Suspended Ceiling 206 VCT VCT Paint Paint 206A Ceramic Tile Remain Paint Paint 207 VCT TCF 2x4 Retrofit 2x2 208 VCT TCF 2x4 Retrofit 2x2 209 New VCT TCF 2x4 Retrofit 2x2

Fulton Zero Deck

Fulton 1st Deck

Fulton 2nd Deck

210 VCT TCF 2x4 Retrofit 2x2 212 VCT TCF Tectum Install Suspended Ceiling 213 VCT TCF Tectum Install Suspended Ceiling 214 VCT TCF Tectum Install Suspended Ceiling 215 VCT VCT Paint Paint 216 VCT VCT Paint Paint Corridor VCT TCF Paraline 1 Paraline 3

301 Epoxy Epoxy Tectum Install Suspended Ceiling 302 New VCT Remain Tectum Install Suspended Ceiling 303 Raised Floor Remain 2x2 Remain 304 VCT TCF 1x1 Paint 305 VCT TCF 1x1 Paint 306 VCT TCF 1x1 Paint 307 VCT TCF 1x1 Paint 309 VCT VCT Paint Paint 309A Ceramic Tile Remain Paint Paint 310 VCT TCF 1x1 Paint 311 VCT TCF 1x1 Paint 312 VCT TCF 1x1 Paint 314 VCT TCF 1x1 Paint 315 VCT TCF 1x1 Paint 316 VCT TCF 1x1 Paint 317 VCT TCF 1x1 Paint 318 VCT TCF 1x1 Paint 319 VCT TCF 1x1 Paint 320 VCT TCF 1x1 Paint 321 VCT TCF 1x1 Paint 322 VCT TCF 1x1 Paint 323 VCT TCF 1x1 Paint 325 VCT TCF 1x1 Paint 326 VCT TCF 1x1 Paint 327 VCT TCF 1x1 Paint 328 VCT TCF 1x1 Paint 329 VCT TCF 1x1 Paint 330 VCT TCF 1x1 Paint 331 VCT TCF 1x1 Paint 332 VCT TCF 1x1 Paint 333 VCT TCF 1x1 Paint 334 VCT TCF 1x1 Paint 335 VCT TCF 1x1 Paint 336 VCT TCF 1x1 Paint 337 VCT TCF 1x1 Paint 338 VCT TCF 1x1 Paint 339 VCT TCF 1x1 Paint 340 VCT TCF 1x1 Paint 341 VCT TCF 1x1 Paint 342 VCT VCT Tectum Repair 343 VCT VCT Tectum Paint Corridor VCT TCF Paraline 1 Paraline 3

Fulton 3rd Deck

401 VCT VCT Paint Paint 405 Carpet Replace Tectum Install Suspended Ceiling 405A Ceramic Tile Remain Paint Paint 405B Ceramic Tile Remain Paint Paint 406 VCT TCF 1x1 Paint 407 VCT TCF 1x1 Paint 408 VCT TCF 1x1 Paint 409 VCT TCF 1x1 Paint 410 VCT TCF 1x1 Paint 411 VCT TCF 1x1 Paint 412 VCT TCF 1x1 Paint 413 VCT TCF 1x1 Paint 414 VCT TCF 1x1 Paint 415 VCT TCF 1x1 Paint 416 VCT TCF 1x1 Paint Corridor VCT TCF Paraline 1 Paraline 3

G03 VCT VCT Paint Paint G03A Ceramic Tile Remain Paint Paint G03B Ceramic Tile Remain Paint Paint G05 VCT TCF Paint Install Suspended Ceiling G06 Carept Replace Paint Paint G08 (CR) VCT VCT Paint Paint G09 VCT Epoxy Paint Paint G09A VCT VCT Paint Paint G11 Paint Epoxy Paint Paint G12 VCT Epoxy Paint Paint G13 VCT VCT Paint Paint G14 VCT Epoxy Paint Paint Corridor Terrazo Remain Paraline 1 Paraline 3

103 VCT VCT Paint Paint 103A Ceramic Tile Remain Paint Paint 104 VCT Epoxy Paint Paint 105 VCT Epoxy Paint Paint 105 (Office) VCT TCF Paint Paint 107 VCT Epoxy Paint Paint 110 VCT Epoxy Paint Paint 111 VCT Epoxy Paint Paint Corridor VCT TCF Paraline 1 Paraline 3

203 VCT VCT Paint Paint 203A Ceramic Tile Remain Paint Paint 204 VCT TCF Paint Paint 205 New VCT Repair 2x4 Retrofit 2x2 206 VCT Epoxy Paint Paint 207 VCT Epoxy Paint Paint 208 VCT VCT Paint Paint

Gibbs 1st Deck

Gibbs 2nd Deck

Fulton 4th Deck

Gibbs Zero Deck

208A VCT VCT Gypsum Paint 209 VCT VCT 1x1 Paint 212 VCT Epoxy Paint Paint 215 VCT Epoxy Paint Paint 215A VCT Epoxy Paint Paint Corridor VCT TCF Paraline 1 Paraline 3

303A Ceramic Tile Remain Paint Paint 304 VCT Epoxy Paint Paint 305 VCT Epoxy Paint Paint 306 VCT Epoxy Paint Paint 307 VCT Epoxy Paint Paint 308 VCT Epoxy Paint Paint 310 VCT VCT Paint Paint 311 VCT VCT Paint Paint 312 VCT VCT Paint Paint Corridor VCT TCF Paraline 1 Paraline 3

Gibbs 3rd Deck

Boiler Plate Specifications

Door and Frame Construction

• Doors: Full flush (No Vertical Face Seams), face panels laminated to core and complete unit closed with steel perimeter channels projection welded to face sheets.

• Frames: 16 gauge .053” steel. Corners shall be mitered and welded.

• Doors and frames shall meet a two-hour fire code rating.

• Doors shall be fabricated to accept concealed vertical bar locking hardware.

• Thickness: 1-3/4 inches.

• Faces: Flush with 4-inch x 30-inch x ¼-inch safety glass vision window.

• Face Material: Cold Roll Steel Sheet

• Finish: Interior; Paint, color TBD.

• Insulation; U-value of 0.10, polyurethane core.

• Top and Bottom Channels: 16 gage steel, projection welded to both face sheets.

• Hinge reinforcing channel shall be projection welded to both face sheets.

• Lock reinforcing channel shall be projection welded to both face sheets.

• Closer Reinforcement: 12-gauge box type reinforcement, 18 inches (457 mm) long.

Door Hardware

• Concealed Locking Bar: operated by lever door handles and exit devices. Von Duprin 9847/9947 Concealed vertical rod device series, or equivalent. Push-bar to be grooved.

US26D Finish.

• Lock Trim: Lever type with a blank escutcheon with appropriate handing. Von Duprin 06 Standard Lever Handle, US26D Finish, or equivalent.

• Concealed locking bars shall secure the doors at the top header and concrete substrate at the bottom.

• Kickplates: 8-inch x 28-inch Satin Stainless Steel attached to the push side of each door.

• Butt Hinges: (3) 4 ½” x 4 ½” stainless steel butt hinges. Hager BB1199ETM, or equivalent.

• Bottom brush sweeps and astragal seals.

• Weather-stripped doorstops (applied to frame).

• Exit Hardware: Von Duprin Series 98/9950, or equivalent. Dark Bronze to match door finish.

(Concealed vertical rod / touch bar type; to be consistent with ALL dormitory exit doors).

• Mortise Locks: Sargent/ASSA ABLOY 8200 Line, Model #8237 LL, complete with the specified lever handle, rose trim, and strike plate in the satin chrome finish.

Closers

• Heavy-duty type, surface-mounted, with non-handed plastic covers, including a high-strength cast-iron cylinders, forged steel arms, double heat-treated steel pinions and full complement, low friction bearings. LCN 4040XP series, or equivalent.

Locks

• Mortise locks will be Sargent/ASSA ABLOY 8200 Line, or equivalent. Trim will include lever handles, rose trim, standard thumb-turn and strike plate in the satin chrome finish.

Paint

• Apply one coat of Benjamin Moore Fresh Start Primer # 046-00, or equivalent, to the walls and ceilings of all rooms.

• Ceilings, except for bathrooms, are to be painted with two coats of Benjamin Moore #282- 01, Super Hide flat finish White paint or equivalent.

• Walls, except for bathrooms, are to be painted with two coats of Benjamin Moore #286-70, Super Hide eggshell finish Linen White paint or equivalent.

• Bathroom ceilings and walls are to be painted with two coats of Benjamin Moore #322-01, satin finish Kitchen and Bath paint or equivalent.

• Doors and trim are to be painted with two coats of Benjamin More #283-01, Super Hide semi-gloss finish White paint or equivalent.

PVC Wall & Ceiling Panels

• 3/8 – 1/2 in thick

• 16” wide

• Class A Fire Rated

• No exposed fasteners

• Smooth panel surface

• Min 90% light reflectivity

Linear Ceiling System

• Must be compatible with USG Paraline III rail systems

Kinetex Textile Composite Flooring:

• Certified High Traction Surface National Floor Safety Institute

• NSF/ANSI-140 Platinum certified

• Flooring adhesives and seam sealers shall comply with Carpet and Rug Institute Green

Label Plus Testing Program for IAQ.

• Can be installed on subfloor with 100% RH

Acoustical Ceiling Tiles

• Class A Fire Rated

• Certified UL Environmental Product Declaration

• Certified Low Emissions UL GREENGUARD Gold

• ≥ 35 Ceiling Attenuation Class

• ≥ 0.55 Noise Reduction Coefficient

• ≥ 0.80 Light Reflectivity