J5_ Drawings.pdf

100% Final Design Submission Report

B2424 Dorm Renovations Title I A&E Services Joint Base McGuire-Dix-Lakehurst, NJ

CONTRACT NO: FA8903-21-D-0004

TASK ORDER: FA4484-23-F-0178

100 Airside Drive Moon Township, PA 15108

02 July 2024

B2424 Dorm Renovations

FA8903-21-D-0004

Joint Base McGuire-Dix-Lakehurst, NJ

100% Final Design Submission

02 July 2024 P a g e | i

Table of Contents

1 INTRODUCTION

1.1 Applicable Criteria: Codes, Standards, and References

2 SI T E /CIVIL

2.1 Site

2.2 Parking

2.3 General U t i l i t y C o n c e r n s

2.4 Stormwater /Drainage

2.5 Sewer

2.6 Fire and Potable Water

2.7 Environmental Findings and Hazardous Substances

2.8 Environmental Code Requirements

2.9 Unified Facilities Criteria (UFC) and United Facilities Guide Specifications (UFGS)

2.10 Environmental Recommendations

2.11 Mold

3 STRUCTURAL

3.1 Existing Building

3.2 Structural Modifications / Repair

3.3 Stair Structural Design Criteria

3.4 Existing Building Seismic Evaluation

3.5 Structural Design Criteria

4 ARCHITECTURAL

4.1 Background

4.2 Criteria

i) Occupancy/Staff/ Male Female Mix

ii) Occupancy Hours of Operation

(1) This is a residential facility and is therefore occupied 24-hours a day

iii) Life Safety Summary

4.3 Existing Program

4.4 Existing Construction

4.5 Alterations

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4.6 Construction Phasing

5 INTERIOR DE S I G N

5.1 Comprehensive Interior Design

5.2 Anticipated Finishes/Materials

6 MECHANICAL

6.1 Codes & Standards

6.2 Demolition

6.3 Site Mechanical

6.4 Building Mechanical

6.5 Plumbing Demolition

6.6 Site Plumbing

6.7 Building Plumbing

6.8 Water Service Entrance

7 TELECOMMUNICATIONS

7.1 Design Package

7.2 Demolition

7.3 New Work

7.4 Applicable Criteria: Codes, Standards, and References

7.5 Design Conditions

7.6 Design Approach

7.7 Electronic Security System (ESS)

7.8 Conduit Systems

7.9 Special Systems

8 CYBERSECURITY

8.1 Design Package

8.2 Unified Facilities Criteria

8.3 Other Referenced Documents

8.4 UFC 4-010-06 Implementation

8.5 Confidentiality, Integrity, and Availability Control Systems Ratings

8.6 Facility Related Control Systems Requirements

8.7 Cybersecurity Specifications & CCI Information

9 SECURITY

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9.1 Building S e c u r i t y

10 ELECTRICAL

10.1 References

a) DSN-Repair Dormitory 2424 , Project number PTFL 11-1017, Statement of Work Architecture- Engineering Services

b) Building Codes

c) Unified Facilities Criteria

d) Other Referenced Documents

10.2 Criteria

10.3 Design Approach

10.3.1 Exterior Primary Power Distribution System

10.3.2 Interior Power

10.3.3 Interior Lighting

10.3.4 Conduit Systems

11 FI R E PROTECTION

11.1 References

11.2 Building Description

11.3 AHJ Approved Equivalencies

11.4 Basis of Design

12 ANTITERRIORISM- FORCE PROCTECTION

12.1 General Requirements

12.2 Standards

13 SUSTAINABILITY

Appendix A: Electrical Light Fixtures

Appendix B: Comprehensive Interior Design (CID)

Appendix C: Cybersecurity C-I-A Impact Level / Controls List / CCI List

Appendix D: Sustainability Scorecard

Appendix E: Design Quality Control Checklists

Appendix F: Project Timeline

Appendix G: Fire Hydrant Flow Tests

Appendix H: Meeting Minutes

Appendix I: Designer Checklists

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1 INTRODUCTION

This Design Report is in fulfillment of the Scope of Work (SOW) for the Building B2424 Dorm Renovation, Joint Base McGuire-Dix-Lakehurst, NJ. The SOW is under Section B of the IDIQ Contract No. FA8903-21-D-0004. Baker-Stanley-Cardno Joint Venture (BSC JV) is the A-E consultant for the project.

1.1 Applicable Criter ia: Codes, Standards, and References

a. UFC 1-200-01 “DoD Building Code” with Change 2, 12 June 2023

b. UFC 1-200-02 “High Performance and Sustainable Building Requirements” with Change

2, 01 June 2022

c. UFC 3-101-01 “Architecture” with Change 2, 20 January 2023

d. UFC 3-110-03 “Roofing” with Change 5, 12 June 2020

e. UFC 3-120-01 “Design: Sign Standards” with Change 4, 01 February 2023

f. UFC 3-120-10 “Interior Design” with Change 2, 15 June 2021

g. UFC 3-190-06 “Protective Coatings and Paint”, 01 March 2021

h. UFC 3-201-01 “Civil Engineering”, 20 December 2022

i. UFC 3-210-10 “Low Impact Development” with Change 3, 01 March 2020

j. UFC 3-220-01 “Geotechnical Engineering” with Change 1, 03 November 2021

k. UFC 3-301-01 “Structural Engineering”, 11 April 2023

l. UFC 3-400-02 “Design: Engineering Weather Data”, 20 September 2018

m. UFC 3-401-01 “Mechanical Engineering” with Change 1, 01 October 2015

n. UFC 3-410-01 “Heating, Ventilating, and Air Conditioning Systems” with Change 8, 21

July 2021

o. UFC 3-410-02 “Direct Digital Control for HVAC and Other Building Control Systems” with

Change 2, 12 April 2021

p. UFC 3-420-01 “Plumbing Systems”, 01 April 2021

q. UFC 3-450-01 “Noise and Vibration Control”, 08 December 2022

r. UFC 3-501-01 “Electrical Engineering” with Change 1, 01 November 2019

s. UFC 3-520-01 “Interior Electrical Systems” with Change 2, 12 April 2021

t. UFC 3-530-01 “Interior and Exterior Lighting Systems and Controls”, 09 February 2023

u. UFC 3-570-01 “Cathodic Protection” with Change 1, 14 January 2019

v. UFC 3-575-01 “Lightning and Static Electricity Protection Systems” with Change 1, 01

October 2021

w. UFC 3-580-01 “Telecommunications Interior Infrastructure Planning and Design” with

Change 1, 01 June 2016

x. UFC 3-600-01 “Fire Protection Engineering” with Change 6, 06 May 2021

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y. UFC 4-010-01 “DoD Minimum Antiterrorism Standards for Buildings” with Change 2, 30 July 2022.

z. UFC 4-010-06 ““Cybersecurity of Facility-Related Control Systems” with Change 1, 18 January 2017

aa. UFC 4-021-01 “Design and O&M: Mass Notification Systems” with Change 1, 01 January

2. Building Code

a. IBC “International Building Code”, 2021 Edition

b. IEBC “International Existing Building Code”, 2021 Edition

c. International Building Code 2021 (as modified per UFC 1-200-01)

3. National Fire Protection Association (NFPA) Codes:

a. NFPA 10 “Standard for Portable Fire Extinguishers”

b. NFPA 13 “Standard for the Installation of Sprinkler Systems”

c. NFPA 54 “National Fuel Gas Code”

d. NFPA 70 “National Electrical Code”

e. NFPA 72 “National Fire Alarm and Signaling Code”

f. NFPA 101 “Life Safety Code”, 2021 Edition

g. NFPA 291 “Fire Flow Testing”

h. NFPA 780 “Standard for the Installation of Lightning Protection Systems”

4. National Standards:

a. ABA Architectural Barriers Act “Accessibility Standard for Department of Defense

Facilities”, 2015

b. ACI 301 “Specifications for Structural Concrete for Buildings”

c. ACI 318 “Building Code Requirements for Structural Concrete”

d. ANSI/IA/EIA-569 “Commercial Building Standard for Telecommunications Pathways and

Spaces”

e. USGBC/GBCI “Guiding Principles Assessment Technical Guide, New Construction and

Renovations”

5. Air Force Requirements:

a. Air Force Manual 32-1084 “Facility Requirements”

6. Installation Requirements

a. Installation Facility Standards, JBMDL McGuire IFS

7. Other Referenced General Documents

a. ASTM F2248, Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass

b. ANSI/ASHRAE/IESNA Standard 90.1-2010 (ASHRAE 90.1), Energy Standards for Buildings Except Low Rise Residential Buildings, 2010

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c. ANSI/ASHRAE/USGBC/IES Standard 189.1-2011 (ASHRAE 189.1), Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings, 2011

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2 SI T E /CIVIL

2.1 Site

The Dormitory Building B2424 is located West of McGuire Blvd, south of the traffic circle at

W Tuskegee Airman Ave. POW/MIA Blvd terminates in a dead end near the building.

Dormitory Buildings are an existing building within the JBMDL controlled perimeter, so it is exempt from UFC 4-010-01 Standard 1 Standoff distance requirements. (UFC 4-010-01, Section 3.2, 12 Dec 2018)

Prior to the site visit, base personnel reported that ponding occurred during heavy rain events and caused flooding near the building. Prior to the site visit, a storm event on July 16-17 resulted in 4.06” of rain and the area indicated by base personnel did not show evidence of flooding. Furthermore, an additional 0.28” was recorded on July 20, and there was no standing water found in the area that had been reported as having flooding concerns.

An area within the courtyard of B2424 did have standing water after the July 20 event and should have the grade within the area adjusted to prevent further standing water.

Sidewalks around the buildings were in generally good condition, with no major areas of broken pavement/pavers excepting the depressed area above. This section will be indicated for repair on the plans.

No additional handicapped/disabled access is required for B2424, as there are no additional accessible rooms proposed and it is anticipated that the cost of the renovation will be less than 50% PRV.

Anticipated Earthwork B2424 and the surrounding area is approximately 2 acres.

As sitework is being minimized to utility work and French drain (discussed further below), a NJPDES 5G3 Authorization is likely not required. This should be checked as design progresses to determine if the contractor will need to obtain an Authorization for the construction activity.

2.2 Parking

The scope of this project excluded the parking lots and roads.

2.3 General U t i l i t y C o n c e r n s

According to the installation, an emergency repair was undertaken on the existing fire water line from McGuire Blvd. It is proposed to replace this line. See Fire and Potable Water section for more information on

2.4 Stormwater /Drainage

As noted previously, the base reported drainage issues that are not clearly seen even with a large storm event.

It was noted that many of the downspouts and gutters are in need of repair and/or replacement.

The survey did not reveal any areas of grading related drainage issues. Combined with the site visit, no stormwater management improvements or BMPs are

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02 July 2024 Page |- 5 -recommended at this time.

2.5 Sewer

It is recommended that the sewer be replaced from the building to the nearest manhole.

All fixtures within the building are proposed to be replaced with WaterSense approved fixtures and the overall plumbing configuration is remaining similar.

2.6 Fire and Potable Water

As referenced above, the base has reported that the water supply line to the building was repaired and is in need of a full replacement.

Based on the site visit and review of the site survey, the fire water service will be relocated, and a new Post Indicator Valve (PIV) will be installed. The present location of the PIV is too close to the building per NFPA 24 6.2.9. The PIV has been relocated to outside of the required limit.

The present configuration of the water line based on the original design drawings has a 8” combined line being routed into the courtyard area of the building then splitting off to a 4” fire and a 6” domestic line. As the PIV must be moved to outside the limits listed above, a new 6” domestic line is proposed as well so that the PIV does not interfere with normal potable water line use. A new valve box is proposed for this connection as well.

RPZ and Metering will be inside the building and discussed in Chapter 6, Mechanical.

2.7 Environmental Findings and Hazardous Substances

Asbestos Containing Materials were not detected in the areas proposed to be disturbed during demolition. If materials are found during the course of construction that were not tested, contractor should test prior to disturbance. See Appendix for the hazardous materials survey report.

Lead Based Paint has been confirmed to be present in the building. Exterior railing brown paint and exterior wall white paint was found to contain lead. All paint matching the description of the sampled paint in disturbed areas should be treated as lead containing paint. According to the EPA Lead Renovation, Repair, and Painting Rule, contractors who renovate or partially demolish pre-1978 residential buildings must use lead-safe practices to minimize lead-based paint dust and debris generated during demolition activities; containing dust inside the work area; using dust-minimizing work methods;

conducting a careful cleanup during the demolition.

2.8 Environmental Code Requirements

Environmental Quality Standards. All projects must meet applicable federal, state, and local environmental standards and regulations in the United States to include:

Air Quality During Demolition and Construction: (Relevant Codes will be added later.)

Asbestos: Comply with requirements and work practices in 29 CFR 1926.1101, Asbestos;

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40 CFR Part 61 Subpart M, National Emission Standard for Asbestos; and 40 CFR Part 763, Asbestos. Comply with the New Jersey Admin Code Section 5:23 – 8, Asbestos Abatement Subcode, for demolition and renovation of buildings and structures that may contain asbestos Comply with 87 CES Asbestos Management Plan.

Lead Based Paint: Comply with Title 17, CCR, Division 1 Chapter 8, Accreditation, Certification, and Work Practices for Lead-based Paint and Lead hazards. Comply with 87 CES/CEIE Lead Based Paint Management Plan.

Solid Waste Management. AFMAN 32-7002 requires Air Force installations to track and report the amount of construction and demolition debris that is recycled and disposed of in landfills. The Construction pollution prevention plan/solid waste plan will follow base requirements.

Ozone Depleting Substances (ODSs). See AFI 32-7001 and AFMAN 32-7002 for information on ODC’s which primarily will be refrigerants.

Storm Water Management during Construction. AFMAN 32-1067, Water and Fuel Systems provides Guidance. All construction activities must comply with federal, state and local regulations regarding storm water discharges during construction.

No cultural resource issues are anticipated in this building that was originally constructed in the mid-1990s. The site is located within an existing dormitory area. All construction must follow the JBMDL Integrated Cultural Resources Management Plan.

No wetlands or jurisdictional waters concerns on this project.

This project falls under the Categorical Exclusion determination (CATEX) A2.3.14. Installing on previously developed land, equipment that does not substantially alter land use (i.e., land use of more than one acre). Confirm with the JBMDL personnel that the AF Form 813 Request for Environmental Impact Analysis is completed, signed and approved before work commences.

Construction materials must be specified to meet or exceed the EPA’s recycled content recommendations where practical. The EPA’s list of Construction Products under the Comprehensive Procurement Guidelines can be found at https://www.epa.gov/smm/comprehensive-procurement-guidelines-construction-products. The EPA designated the following construction products under the Comprehensive Procurement Guidelines program to promote the use of materials recovered from municipal solid waste. The contractor shall consider these during new construction.

Building Insulation Cement and Concrete Consolidated and Reprocessed Latex Paint Floor Tiles Laminated Paperboard Modular Threshold Ramps Non-pressurized Pipe

Roofing Materials Structural Fiberboard

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2.9 Unified Faci l i t ies Cr iteria (UFC) and United Faci l i t ies Guide Specif ications

(UFGS)

UFC 03-210-10, Low Impact Development

UFGS 01-57-20, Temporary Environmental Controls

UFGS 01-74-19, Construction Waste Management and Disposal

UFGS 02-41-00, Demolition and Deconstruction

UFGS 02-82-00, Asbestos Remediation

UFGS 02-83-00, Lead Remediation

2.10 Environmental Recommendations

Lead-based paint was detected in the hazardous materials survey. It is recommended to remediate the lead-based paint that is to be disturbed during construction.

2.11 Mold

Mold is not technically a hazardous material, but the HAZMAT assessment team did a visual inspection for mold. Molds are fungi and occur naturally in the environment. Molds become a problem when they grow inside of buildings. The paper on the outside of gypsum board and the cellulose in wooden structure are excellent material for mold to grow on. The mold can deteriorate the material and it also emits spores and chemicals as part of its life cycle that can be a health concern for people.

Excessive moisture is a key ingredient for molds to grow. The source of the moisture should be addressed before the molds are cleaned up. With the high humidity in New Jersey, mold will also grow when the air is stagnant for long periods of time without adequate ventilation. Molds must be cleaned up as part of the project, which often means removal of the material that it is growing

on. Proper protective equipment and procedures will be required for the mold cleanup actions.

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3 STRUCTURAL

3.1 Existing Bui lding

Existing Building Structure

The existing building’s structural system appears to be load bearing CMU shear walls with hollow core precast concrete plank floors supported by shallow foundations. The roof appears to have light gage pre-engineered trusses.

The roof appears to have light gage pre-engineered trusses supported by the load bearing CMU shear walls

Existing Stair Structure & Conditions in Areas A, B, and D Each stair consists of precast landing slabs, stair runs, and support beams, supported on concrete columns with corbel supports. There appears to be either elastomeric bearing pads or structural steel bearing plates on the corbels.

Railings are welded to embed plates that are attached to the precast stair runs.

The central stair in Area B has significant cracking of the supporting precast concrete beams, as well as intermittent spalling on the faces of the beam. There is excessive rust running down the corbels and columns, most likely coming from the rebar in the precast beams.

The end stairs in Areas A and D have some spalling, delamination, and cracks along the stair runs, landings, and support beams. In addition, there are some spalling at the railing embedment plates.

3.2 Structural Modif ications / Repair

The repairs to central stair in Area B shall consist of replacing the precast concrete support beams, intermediate landings, and stair runs in kind. The existing corbels and columns must be cleaned, inspected, resealed/painted, as well as any areas of repair identified after the existing precast concrete support beams, landings, and stair runs have been removed. Any existing elastomeric pads or bearing plates shall be re-installed or replaced in kind. Provide new railing with the new stair runs and intermediate landings.

Replacing the central stair concrete support beams, intermediate landings, and stair runs will present constructability issues. It is anticipated that the precast concrete beams, landings, and stair runs will be able to be lifted into place without removal of the roof trusses or the second and third floor precast landing slabs. In order to facilitate the stair erection, it is assumed that each stair run and each intermediate landing will be a separate piece to reduce the size and weight of each erected precast element.

The repairs to the end stairs in Area A and D include spot repairs for spalling, delamination, and cracks along the stair runs, landings, and support beams. Any spalled concrete located around the railing embedment plates shall be removed to sound material and patched. Areas of concrete repair shall be identified prior to construction. Clean rust at railings and railing embedment plates and prime with a zinc rich primer before painting.

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3.3 Stair Structural Design Criter ia

Stair Dead Loads (in addition to self-weight of concrete stairs and landing)

Miscellaneous: 10 psf

Stair Live Loads Stairs and Landings: 100 psf Railings: 50 plf (Uniform) 200 lbs (Point Load)

Stair Wind Loads (Ultimate) – Vertical Component 34 psf

3.4 Existing Bui lding Seismic Evaluation

Per UFC 1-300-01 Structural Engineering Chapter 4-3.2.2, a seismic evaluation for the existing structure is not required as the stair repair does not cause a new structurally independent action.

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3.5 Structural Design Criter ia

Criteria Loads Design Criteria Risk Category II

Ground Snow Load 25 psf

Wind Loads

Basic Wind Speed 116 mph Allowable Stress Design Wind Speed 90 mph

Wind Exposure C

Seismic Loads

Seismic importance factor 1.0 Short period spectral acceleration Ss = 0.195 g One second spectral acceleration S1 = 0.049 g

Site Class D (assumed) Short period design response Sds = 0.208 g

One second design response Sd1 = 0.078 g Seismic Design Category B

Seismic force resisting system Ordinary reinforced masonry shear bearing walls (Assumed)

Response modification coefficient R = 2.0

Over-strength factor 2.5

Deflection amplification factor 1.75

Seismic Response Coefficient Cs = 0.104 Analysis Procedure Used Equivalent lateral force analysis procedure Frost penetration 30”

Joint Base McGuire-Dix-Lakehurst, NJ

100% Final Design Submission

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4 ARCHITECTURAL

4.1 Background

a) The three-story Permanent Party Dorm B2424 facility at Joint Base McGuire-Dix-Lakehurst, NJ was constructed in 1996-1997. All stories constructed above grade. The complex includes a Dormitory, Common Building, and Central Courtyard. Dormitory footprint is 70,800sf (23,600sf per floor). The Common Building is 3,150 sf. The Central Courtyard is 2,000sf.

The dormitory contains a total of 148 rooms with shared bathrooms, laundry rooms, locker rooms, and utility rooms. Each room can house two officers. The Common Building contains a lounge area, game room, kitchen, and bathrooms. The Central courtyard is an open-air space with a stair connecting the north and south wings.

b) Project Objectives This project is to address repairs and upgrades to the facility, including interior renovations, and exterior repairs and upgrades. The Design Analysis is a roadmap which outlines the required design directive and the approach used to create the Contract Drawings and Specifications.

4.2 Criteria

i) Occupancy/Staff/ Male Female Mix

(1) Dormitory: 1,416 occupants 70,800 gross sf/50 gross square feet per occupant = 1,416 occupants

(2) Recreation building: 178 occupants 3,150 gross sf – 470 sf mech space/closets/restrooms = 2680 net sf 2680 sf/15 net sf/occupant = 178 occupants

ii) Occupancy Hours of Operation

(1) This is a residential facility and is therefore occupied 24-hours a day.

iii) Life Safety Summary

(1) All renovations of the buildings will be designed to meet the requirements of NFPA 101, Chapter 29 (existing hotels and dormitories). Portable fire extinguishers are required in hazardous areas such as mechanical rooms and in existing locations. There are no interior corridors walls in B2424. The boiler room and laundry rooms are required to be 1-hr rated with 45-minute doors in accordance with NFPA 101, Table 29.3.2.2.2.

(2) Building is sprinklered and occupied by able-bodies military personnel.

(3) During replacement of the central stair occupants will egress through the looped corridors and up and down stairways at the ends of either wing. Per the authority having jurisdiction (AHJ)

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02 July 2024 Page |- 12 -in response to RFI 023 the design will not be providing a temporary staircase adjacent to the central stair during this phase.

4.3 Existing Program

Dormitory

Wing 1 :Bedrooms (64), Bathrooms (32), Laundry (3), Locker/Storage (7), Mailroom (3), Utility (mech, comm, elec)

Wing 2: Bedrooms (84), Bathrooms (42), Utility (mech, comm, elec) Common Building

Lounge, Game Room, Kitchen, Restrooms, Utilities Exterior

Central Courtyard, Central Stairwell, Central Walkway, North Wing Stair, North Wing Walkway, South Wing Stair, South Wing Walkway

4.4 Existing Construction

Floors

Precast hollow core concrete planks with 2” concrete topping slab Walkways

Precast Prestressed Concrete Walls

Exterior – Reinforced 8” CMU with face brick veneer.

Interior – Metal Stud/Gyp Precast concrete wall panel railing

Roof Preformed aluminum standing seam roof.

Aluminum fascia Metal gutters and downspouts Cement stucco soffit/perforated aluminum soffit Glass/polycarbonate cover system at central courtyard

Stairs Precast concrete stairs and landings with cast-in aluminum treads Precast concrete columns Painted steel railings surface mounted to sides of precast stairs. Tube frame, mesh infill with vertical brackets welded to frame.

Capstones Precast concrete at central courtyard and walkways

Openings Aluminum storefront doors and glazing at courtyard entrance to common building.

Hollow metal doors at exterior Wood doors at interior Aluminum frame windows with insulating glass Aluminum frame louvers

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Hardware Keyed locks with dead bolts and lever handles. No electrified hardware

Finishes Metal furring with gypsum interior Gypsum ceiling with textured finish Carpet flooring with rubber base molding Restroom tile floor and tile bottom half of walls. Gypsum upper half of walls and ceiling Recreation room has carpet in game and lounge rooms and ceramic tile in kitchen and restrooms.

4.5 Alterations

Interior Interior surfaces will be repaired and repainted. The “popcorn” ceilings will be replaced with new gypsum board in all locations. All flooring and bases including vinyl, rubber, carpet, ceramic tiles will be replaced.

Openings:

Doors hardware will be replaced with new. Keyed locks with dead bolts and lever handles will be installed, no electrified hardware. Door hardware replacement will comply with ADA/ABA standards. Window blinds will be replaced.

Restrooms and Bathrooms:

The Scope of Work (SOW) includes refinished single and shared bathrooms (in dorm rooms) in both the dormitory and common buildings. Wall tiles and substrate will be replaced with new mold-resistant substrate and new tiles. Floor tiles will be replaced with new. Bathroom ceilings will be replaced with new mold-resistant gypsum board. All plumbing fixtures and accessories will be replaced with new. Tubs will be replaced with acrylic shower stalls with tempered glass doors. All plumbing fixtures will be replaced with fixtures that are WaterSense labeled. New exhaust grilles will be in the shower not next to shower.

Common Kitchen:

All equipment, cabinetry, countertops, medicine cabinets, accessories, sinks, finishes will be replaced, and walls painted. Per the onsite survey of the electrical services. The existing 200A electrical panel serving the common building is not sized to handle any additional loads. Equipment will include 2 gas ranges and 2 ventilation hoods. Cabinetry will be plastic laminate-clad and topped with solid surface countertops.

Day Room:

The Day Room renovations will include the main space, TV room, kitchen and restrooms. All finishes, casework, lighting, and accessories will be updated in the kitchen only.

Mailroom:

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Ground floor mailroom will be converted into a single unfinished room suitable for activities such as yoga by removing existing partition wall and mail slots/boxes.

Laundry Room:

Laundry rooms will be renovated to add a partition behind the machines to shield the utilities, creating a plumbing chase. A door will be added to access this chase for maintenance. The opposite walls will be bumped out to compensate for the loss of floor space. The adjacent storage rooms will shrink in size. The first-floor laundry will be slightly smaller due to the expansion of the mechanical space.

Roof:

Roof gutters and downspouts will be replaced entirely. New Eave detail includes baker plywood construction and metal facia.

Soffits:

Exterior hallway soffits will be patched at areas of moisture damaged replaced to match existing.

All soffit surfaces will be cleaned and painted.

Masonry Repairs On initial field investigation, water infiltration that was initially thought to have resulted from inadequate flashing and clogged weepholes was discovered to have been caused by damage to capstones, therefore Statement of Work item 3.1.3, replacement of flashing and weeps on windows, fenestration headers, and locations where there is water infiltration/deterioration is not recommended.

Capstones at walkways throughout the building will be replaced with new flashing installed underneath. All closed cell backer rod in exterior walls and concrete hallways are to be replaced including all expansion and control joints. Sealants in the windows, doors, exterior walls and concrete hallways will be replaced. Water infiltration problems discovered or observed during the site visit will be repaired. Brick masonry will be replaced and repointed where needed. Stains and efflorescence will be cleaned from surfaces.

Existing Stairs to Remain Spalling and staining present on the staircases at the ends of each wing are likely due to moisture penetration at the guardrail bracket mounting locations. Concrete repairs will be done at each bracket location. Guardrails will be removed and refurbished, brackets will be refurbished and reinstalled using a high-grade anchors and sealers at each connection.

Central Stair The central exterior precast concrete stair connecting both wings is to be replaced in its entirety.

The central stair has significant cracking and spalling. Cracking is primarily occurring at the horizontal beams and occasionally along the face of the stair runs. Significant cracking is present

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02 July 2024 Page |- 15 -at the beam to column connection supporting the second-floor landing. Cracks are likely due to moisture penetration and possible foundation settlement. Spalling and staining is present primarily at the beam to column connection and at each guardrail bracket connection most likely due to water penetration. New stair will be precast concrete replace in kind. Structural requirements for precast delegated design are defined in stair drawings. Stair columns will be repaired at the ledge areas supporting the precast beams. The ledge areas have staining likely from the rebar from the precast beams. There are also surface cracks visible likely due to moisture.

4.6 Construction Phasing

i) This project will be completed in a phased manner. A portion of the building will be used for occupants during construction and access to at least one active room of laundry facilities will be maintained throughout. Occupants and construction will be appropriately separated, and no temporary stairs will be provided per design direction received.

ii) The construction will be done in four stages.

Phase 1 – all exterior work including sitework, masonry repairs, new stair, gutters, and downspouts will be performed concurrent with all other phases.

(a) The central stairs will be removed and replaced with precast stairs. While the central stairs are inoperable, occupants will be redirected to stairs at either end of the wings.

Suitable temporary protection at the walkways will be provided.

(b) Courtyard improvements.

(i) Regrading in areas where standing water is present will be executed to prevent further standing water.

(ii) Area of sidewalk with broken pavement will be addressed.

Phase 2: wing 1 floor 3 and common building

(c) Under this phase, the third floor of wing 1 will be renovated. Mechanical systems will have temporary dampers installed, electric and plumbing will be capped. All plumbing fixtures will be replaced. All interior finishes will be replaced.

(d) The recreation building will undergo a full renovation inclusive of a new common kitchen, game room, lounge, and restroom facilities.

Phase 3: wing 1, floors 1 and 2 and center staircase all floors

(e) Following completion, punch list and close out of phase 2, the first two floors of wing 1 will be renovated.

Phase 4: wing 2 all floors

iii) Following completion punch list and close out of phase 3 , all spaces on this wing of the building will be renovated. These include new finishes and fixtures in dorm rooms, electrical rooms, mechanical rooms, communications rooms, and janitors’ closets.

Joint Base McGuire-Dix-Lakehurst, NJ

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5 INTERIOR DE S I G N

5.1 Comprehensive Interior Design

The Comprehensive Interior Design (CID) package developed for the B2424 renovation consists of an integrated palette of finishes spanning Structural Interior Design (SID) building elements. By using durable products which contain low VOC emissions and high recycled content, where possible, the interior built environment will be a healthy and comfortable space for the building occupants.

Finishes are Made in the USA to the greatest extent possible. SID elements are replaced in kind.

Standard finishes are provided to establish the baseline for the level of desired finishes. The design also includes a comprehensive and updated signage package. Furniture, Fixtures and Equipment (FF&E) are excluded from this package.

5.2 Anticipated Finishes/Materials

All walls are painted base standard of SW6112 Biscuit. Dormitory bedrooms are resilient flooring throughout with a resilient base. Window stools are replaced with a solid surface and horizontal mini blinds will aid in privacy and a cohesive exterior aesthetic for both dormitories. Ceilings are painted gypsum wallboard. Casework in the dorms are base cabinets finished in plastic laminate with a solid surface top. Bathrooms and janitor’s closets are finished with porcelain tile, grout, and an acrylic shower stall with tempered glass doors. Game room walls receive a wall protection to assist in longevity of heavily utilized facilities.

Mechanical rooms are finished with a concrete sealer. Telecom and electrical rooms include a floor finish of static dissipative tile. Interior stairs receive new rubber treads/risers and handrails are painted. Carpet remains per user requests in the game room/lounge.

Appendix B - Comprehensive Interior Design (SID)

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6 MECHANICAL

6.1 Codes & Standards

UFC 1-200-02 High Performance and Sustainable Building Requirements UFC 3-401-01 Mechanical Engineering UFC 3-410-01 Heating, Ventilating, And Air Conditioning Systems UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control Systems UFC 3-420-01 Plumbing Systems UFC 3-430-01FA Heating and Cooling Distribution Systems IMC International Mechanical Code IPC International Plumbing Code IFGC International Fuel Gas Code

ASHRAE 90.1

ASHRAE 62.1

SMACNA HVAC Duct Construction Standards

6.2 Demolition

Demolition will be limited only to areas of mechanical work. In the dorm rooms the existing bathroom exhaust grilles will be demolished in anticipation of new locations within the shower compartment. The main exhaust ducts serving these grilles will remain.

In the community room kitchen, the existing hood will be removed in anticipation of a new commercial hood in its place.

6.3 Site Mechanical

For the community room kitchen, a commercial hood exceeding 400 CFM of exhaust will likely be required. The 400 CFM threshold requires makeup air to be introduced. A makeup air unit will be located just outside the kitchen next to where the condensing unit for the new community room AHU will be located on grade. The makeup air will be ducted from the unit up along the exterior wall into the building.

6.4 Building Mechanical

At the time of this work, the dormitories will have undergone a recent mechanical renovation. All Dorm room bathrooms will be provided with new exhaust grilles located in the shower compartments. The existing runout to the previous location will be re-routed to the new location.

The new grille will be enameled aluminum for corrosion resistance.

The community room kitchen will receive a new commercial kitchen hood. This hood will be ducted through the sidewall of the building to a sidewall mounted upblast fan for service and cleaning access. A makeup air unit will be located on grade just outside the kitchen. This unit will provide conditioned makeup air at a rate of 80% of the hood exhaust air. The existing system serving the community room and kitchen will be balanced to provide the remaining 20% as

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ventilation air plus additional pressurization air to the building, while keeping the kitchen under negative pressure relative to the rest of the building.

The three central laundry rooms will be receiving a new utility chase to conceal and provide access to the piping, power connections, and exhaust ducts. The existing common exhaust duct will be reworked to provide a revised code-compliant solution for the dryer vents. The dryers will have individual exhaust ducts to a single plenum box with louver to the exterior. Each duct will have a backdraft damper.

6.5 Plumbing Demolit ion

All existing dormitory plumbing fixtures in the building are scheduled for replacement, so each fixture will be removed with the rough ins remaining in place. In the three laundry rooms, each of the laundry sinks will be removed in anticipation of replacement in the same location.

6.6 Site Plumbing

Site plumbing work will be limited to extending the new incoming 6” domestic water line from the location indicated on the civil plans. This line will enter the water entrance room to replace the existing line.

6.7 Building Plumbing

As a typical case, the dormitories will receive all new plumbing fixtures, which includes the lavatories, water closets, and showers. New fixtures will tie into existing supply and sanitary waste rough ins.

The three central laundry rooms will receive new laundry sinks in the existing locations. Any necessary piping modifications to accommodate for the new utility chase will be made while coordinating with other trades.

The community room and common kitchen will receive the following fixtures: new water closets and lavatories in the single use restrooms, new drinking fountain, and new kitchen sink.

Additionally, natural gas piping will be extended from the mechanical room to serve the new kitchen stoves.

6.8 Water Service Entrance

A new water service is proposed for this building. The current 8” water line from the base utility will be routed to the water entrance room on the 1st floor. The domestic water service is currently a 6” line reducing to a 3” main line inside the mechanical room, which is then distributed to the building. The backflow preventer is currently removed, and the water is run through the bypass as a permanent solution. Additionally, the 2” branch to the irrigation piping is disconnected and capped off.

The proposed work as part of the plumbing scope is a replacement of the water service to the

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building. This will include replacing the combined fire and domestic water services, with the design to include routing a new 8” main water line to the site and splitting into a 4” fire line and a 6” water line, both of which will be routed to the 1st floor mechanical room. The current incoming water assembly will be removed in preparation for the replacement. A new 3” RPZ backflow preventer will be provided as the primary path for incoming domestic water. A new AMRS water meter will be installed just before the RPZ backflow preventer and wired to the electrical meter. A service bypass with a normally closed shutoff valve will also be provided. The 2” irrigation connection will remain disconnected, capped and out of service. The existing main water piping downstream will be reconnected to the new line.

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7 TELECOMMUNICATIONS

7.1 Design Package

The Project Design is provided in a separate Design Packages one for Buildings 2424

7.2 Demolition

The scope of work involves demolition of the incoming Telecommunication services, for copper and fiber optic cabling will be located at the main demarcation panels in the 2nd floor telecom demarcation room. All other distribution panels will be placed in logical locations to provide telecommunications serves throughout the building as required.

Pathway locations for all existing cabling in all rooms of the dormitory shall be demolished where renovations are taking place.

7.3 New Work

New telecommunications services shall be installed from the existing base infrastructure to each of the buildings Extend a new 100 pair copper cable armored and flooded compound RUS PE-89 rating for underground installations.

Extend a new 100 pair copper cable armored and flooded compound RUS PE-89 rating for underground installations

Extend a new 12 strand single-mode OS2 armored outdoor rated cable New backbone cabling shall be installed throughout the building.

New station cabling shall be installed in all rooms being renovated.

Telecommunication rooms Mechanical room Dayroom/Kitchenette Bedrooms (data in a faceplate) New station locations in all bedrooms are required to accommodate the updated furniture layout.

All bedroom cabling will be installed from faceplate location out to the corridor and run in a common surface mounted raceway back to the floor serving telecommunications closet.

7.4 Applicable Criter ia: Codes, Standards, and References

Building Codes:

International Building Code 2009 (as modified per UFC 1-200-01) Chapter 2702 for emergency and standby power requirements NFPA 70, National Electrical Code NFPA 101, Life Safety Code

Unified Facilities Criteria (UFC):

UFC 1-200-02, High Performance and Sustainable Building Requirements:

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UFC 3-520-01, Interior Electrical Systems UFC 3-580-01, Telecommunications Interior Infrastructure Planning and Design, with Change 1 UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings Other referenced UFC or Facility Specific FC’s

Other Referenced Documents:

Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines

(UFAS/ADAAG), 2011

ANSI/TIA-568.0-D, Generic Telecommunications Cabling for Customer Premises ANSI/TIA-568.1-D, Commercial Building Telecommunications Cabling Standard ANSI/TIA-568-C.2, Balanced Twisted-Pair Telecommunications Cabling and Components Standard ANSI/TIA-568.3-D, Optical Fiber Cabling Components Standard ANSI/TIA-568.4-D, Broadband Coaxial Cabling and Components Standard ANSI/TIA-569-D, Telecommunications Pathways and Spaces UFC 1-200-01, General Building

Requirements ANSI/TIA-606-B, Administration Standard for Commercial Telecommunications Infrastructure ANSI/TIA-607-C, Generic Telecommunications Bonding and Grounding (Earthing) for Customer

Premises TIA-526-7, Measurement of Optical Power Loss of Installed Single-Mode Fiber Cable Plant ANSI/TIA-758-B, Customer-Owned Outside Plant Telecommunications Infrastructure Standard TIA-862, Building Automation Systems Cabling Standard TIA TSB-162-A, Telecommunications

Cabling Guidelines for Wireless Access Points NFPA 70, National Electrical Code, National Fire Protection Association, Inc.

NFPA 780, Standard for the Installation of Lightning Protection Systems BICSI - Building Industries Consulting Services International (TDMM), 13th Ed., 2014, Telecommunications Distribution Methods Manual 13th Edition Manufacturer’s Recommendations

7.5 Design Conditions

Building Telecommunications services will be underground into the second floor Telecommunications room from the existing duct-bank to each of the buildings.

The common areas will have wireless networking coverage.

Each sleeping room with be equipped with one location within each of the rooms providing data services.

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7.6 Design Approach

The intra-building backbone between the first floor Telecom rooms to each of the new floor serving closets shall consist of (1) each of the following: (25) copper voice pairs, 12 strands of OS2 Fiber optic cabling. Each closet will have cable runway running the length of the room over the relay racks. Three walls will be cover ¾” X 8’ X 4’ sheets or CRX rated plywood. Plywood shall be mounted vertically. Plywood will mount 6” A.F.F. Each closet will have two (2) 4-inch EMT conduit sleeves between floors to provide pathway for the backbone riser cabling. Each floor will have wire mesh basket tray placed in corridors to serve as a common pathway for the telecommunications station cabling. All wall penetrations shall be properly fire-stopped.

Station cabling shall consist of (1) Category-6 U/UTP four pair (eight conductors), 23 gauge minimum, ASTM B-3 annealed copper wire with fluorinated ethylene polymer insulation. The outer jacket shall be constructed of flexible fluorinated ethylene polymer or a low-smoke polyvinyl chloride. Horizontal Category-6 cable shall be installed in a complete conduit and/or cable tray system. Station conduit will extend from basket tray to faceplate location. Station conduit will be 1” with 5” square box with single gang mud-ring. Category-6 network cables shall not be no longer than 90 meters from the 8P8C RJ45-type connector to the communications room patch panel termination. All terminations shall be wired to the T568-A pinout configuration. Each connector shall be provided with 110-type terminals and shall comply with requirements for ANSI/TIA/EIA-568-B.2-1 for 4-pair Category-6. All U/UTP cables shall be terminated onto Category-6 patch panels mounted in freestanding relay racks located in Telecommunications rooms. Wall phone locations shall be mounted at 48” above finished floor. Wall phone locations shall receive one (1) Category-6 cable.

A system of Wireless Access Points (WAPs) for wireless IP connectivity is included in this project. WAP cabling shall consist of (2) Category-6A U/UTP four pair (eight conductors), 23 gauge minimum, ASTM B-3 annealed copper wire with fluorinated ethylene polymer insulation.

Existing CATV infrastructure provided by Comcast to remain. We will explore if the existing cabling infrastructure supports individual broadband usage for each dorm room. If cabling intrastate does not support individual broadband usage, we will then design a new structured cabling to support to individual broadband usage for each dorm room.

7.7 Electronic Security System (ESS)

Video Surveillance System (VSS) to remain in place on building 2424 only.

The VSS consist of a monitoring workstation and a video storage server located on the 2nd floor telecom room.

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7.8 Conduit Systems

Raceways shall be a 1 inch minimum for telecommunication station installations.

Raceways shall be concealed where possible and metal surface raceway will be installed in each of the living quarters.

Electrical Non-Metallic Tubing (ENT) or flexible non-metallic tubing and associate fittings shall not be used.

Galvanized Rigid Steel (GRS) conduit shall be used where exposed to weather, where subject to physical damage or where exposed on exterior of building.

Intermediate Metal Conduit (IMC) or Rigid Aluminum may be used in lieu of GRS as allowed by NFPA 70.

Electrical Metallic Tubing (EMT) shall be used for station cabling and feeders above suspended ceilings or exposed where not subject to physical damage. EMT shall not be used underground, encased in concrete, mortar or grout, in hazardous locations, where exposed to physical damage, outdoors, or on fire pump rooms. Connectors for EMT shall be die-cast compression type.

Polyvinyl Chloride (PVC) conduits shall be used for service entrance conduits from the service utility or underground below floor slabs.

Nonmetallic conduit, other than PVC schedule 40 or 80, shall be converted to plastic coated rigid, or IMC, steel conduit before rising through floor slab.

7.9 Special Systems

No special systems are required for this project.

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8 CYBERSECURITY

8.1 Design Package

i.The Project Design is provided in one Design Package.

ii. This Design Analysis provides a roadmap that defines the cybersecurity requirements that need to be met to create the Contract Drawings and Specifications for this submission package.

iii. The Scope of Work is this project is to be constructed by the contractor and ultimately turned over to the U.S. Air Force. For the purposes of design, the System Owner is the Air Force Civil Engineering (CE) Squadron. The Authorizing Official for all facility related control systems is expected to be Air Force Civil Engineer Center (AFCEC) Executive Director. Another point of contact for facility related control system is Dustin Brown.

8.2 Unified Faci l i t ies Criter ia

UFC 1-200-01, General Building Requirements UFC 3-410-02, Direct Digital Control for HVAC, and Other Building Control Systems UFC 3-470-01, Utility Monitoring and Control System (UMCS) Front End Integration UFC 4-010-06, Cybersecurity of Facility-Related Control Systems

8.3 Other Referenced Documents

NIST SP 800-53 R4

NIST SP 800-82 R2

UFGS 25 05 11

Mechanical, electrical and Fire protection will provide the list of system requirements within their respective design narratives.

8.4 UFC 4-010-06 Implementation

Step 1: Determine the Confidentiality, Integrity, and Availability (C-I-A) impact levels (Low, Moderate, or High) for the control system.

1. Facility Related Controls Systems (FRCS): Develop the FRCS matrix during the Design Phase of the project.

Step 2: Use impact levels to select the proper list of controls per the National Institute of Standards and Technology - NIST SP 800-82.

1. Facility Related Controls Systems (FRCS): Update the FRCS matrix, identifying specific project requirements to incorporate, and identifying components that are outside of the Design-Build Contractor scope of work.

2. Note: The RMF Knowledge Service (https://rmfks.osd.mil) contains guidance on determining controls from C-I-A ratings, including an Excel Spreadsheet that generates a control list based on the impact ratings and the NIST SP 800-82 guidance. This website is CAC-enabled; designers without a CAC must request assistance from the Service if tables and information are not provided.

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