M107 1512_2_project_objectives_R1.pdf

Design-Build Request for Proposal RTA Hurricane Florence Recovery Training and Storage Facilities 3 March 202027 May 2020 Marine Corps Base Camp Lejeune, North Carolina Rev 01

PART 3 - CHAPTER 2 - P1512F RENOVATE M107 - Page 1

2.0 PROJECT OBJECTIVES – P1512F RENOVATE M107

Mission Statement

Renovate Building M107 to house multiple administrative departments that provide training and support for a variety of Marine Corp missions. The renovation is required to address the exterior of the building and includes providing a roof replacement and a variety of exterior façade work, as well as, a comprehensive interior renovation that meets all applicable UFCs and codes.

Facility Function

This project will repurpose and renovate an existing one-story building built in the late 1980’s and early 1990’s, that currently serves as the LOG OPS School, to provide renovated office and training space for the following departments (and department description). Many of these departments will be moving from buildings that are slated for demolition due to age and damage caused by Hurricane Florence in 2018. Most of these departments include a training function that requires either secure (classified) or unsecure (unclassified) classroom space. The departments include:

2.2.1. RITC – East – Regional Intelligence Training Center

Provides central location for MCIS (ITEP) representatives to provide and deliver intelligence training solutions for Operating Forces. Provides resources and programs to meet the training requirements of the Operating Forces.

2.2.2. MISTC – East – MAGTF Integrated Training Center – East

Command and Control Training and Educating Center of Excellence.

The MAGTF IT Support Center-East (MISTC-East) provides 24/7/365 Marine Corps Enterprise Network (MCEN) IT support to all Mid-Atlantic Region installations and tenant commands. This includes Unclassified and Classified services with the primary focus on Garrison Network support for the Operational Forces.

Supports C2 systems and unit collective training for active and reserve Marines along the East Coast.

Currently housed in Buildings M409, M411, M412 and M416.

2.2.3. FSMAO – Field Supply and Maintenance Analysis Office

Part of Logistics Policy and Capabilities Branch (LPC)

Conducting analyses with an emphasis on compliance, education, monitoring and continuous process improvement within supply, maintenance, maintenance management and distribution commodity areas.

Enhancing unit readiness, increasing operational availability of equipment and reviewing commanders' accountability, readiness, reporting and maintenance management practices.

Currently housed in M609.

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2.2.4. MISSO - Manpower Information Systems Support Office

Responsible for assisting units in accurately reporting and retrieving personnel and pay information using various automated manpower information systems.

Currently in Building M614

2.2.5. MCNAFAS - Marine Corps Non-Appropriated Funds Audit Service

Currently located in Building M413

2.2.6. AAU - Marine Corp Forces Reserve - Admin Assist Unit

Currently located in Building M132

2.2.7. East Coast Food Management

Currently located in Building M415

2.2.8. S4 and S6 – Staff sections that are a part of Headquarters and Support Battalion (H&S)

Currently in Buildings M327. M403 and M405

2.2.9. CTC – Communication Training Center

Both MISTC and RITC departments require an outdoor yard for using equipment for training and the M107 with its open site and paved area allows these yards to be easily accommodated.

The newly renovated facility is expected to accommodate administrative functions in the wings of the existing building that currently house vehicle repair training labs and classrooms, most of which have very few exterior windows. The function of the newly renovated facility is required to provide for proper daylighting for occupied spaces and to bring the building up to standards prescribed in applicable UFCs.

Project Specific Priorities

The specific priorities of this project include:

• Replacing roofing with Aluminum Standing Seam Metal Roof is a priority, if costs permit, and reworking exterior facades to provide cohesive and unified exterior architectural exterior design.

• Providing shared common spaces throughout the renovated building.

• Providing window areas for new administrative space.

2.3.1. Sustainable Design and Construction

All NAVFAC projects are subject to sustainable design criteria and are required to meet the requirements of the Guiding Principles for Sustainable Federal Buildings (HPSB). The Guiding Principles are outlined in a cross disciplinary publication addressing requirements for new building construction and modernization of all federally owned facilities. Sustainable principles

PART 3 - CHAPTER 2 - P1512F RENOVATE M107 - Page 3 will be integrated into the design, development and construction of the project in accordance with Executive Order 13834 and other applicable laws and Executive Orders.

Design and construct the project to comply with sustainability requirements identified in Part 2 Section 01 33 29.05 20, Sustainability Reporting for Design-Build. Additional specific sustainability requirements are found in RFP Part 2, Part 3, and Part 4 sections.

Design and construct the project in accordance with UFC 1-200-02, High Performance and Sustainable Building Requirements. The UFC provides design, construction and modernization criteria for projects of all sizes. It outlines performance thresholds in energy and water, addresses criteria of indoor air quality, identifies resiliency concerns, addresses planning and design, and establishes a baseline across all of DOD for documenting sustainability. A major component of the policy established in this UFC is the Sustainable Third-Party Certification requirement for projects that reach specific size and cost thresholds.

Additional, agency-specific requirements can be found in NAVFAC Engineering & Construction Bulletins (ECBs) such as Issue No. 2014-02. ECB 2014-02 describes overall NAVFAC policy and guidance on sustainability and energy requirements.

2.3.2. Stormwater Management - Low Impact Development (LID)

Comply with UFC 3-210-10, Low Impact Development and FC 1-300-09N Navy and Marine Corps Design Procedures. Additional specific LID and stormwater management requirements are found in RFP Parts 3 and 4, Section G30. In addition to LID, comply with State and Local stormwater regulations.

2.3.3. Energy Efficiency

The level of energy performance the Government seeks may only be achieved through coordinated design of architectural, electrical, and mechanical elements of the design. All energy systems must be designed in compliance with the following unless more stringent requirements are noted otherwise:

• UFC 1-200-02, High Performance and Sustainable Building Requirements. Incorporate energy efficiency in accordance with UFC 1-200-02, HPSB requirements

• EPAct 2005

• EISA 2007

• ASHRAE Standard 189.1 - 2014

• ASHRAE/IESNA Standard 90.1-2013

Energy consuming equipment and products must meet or exceed Energy Star or FEMP efficiency levels. This includes built-in equipment (lights, HVAC, water heating, industrial equipment, etc.) and collateral equipment (office equipment, IT, task lighting, etc.). For equipment types not rated by Energy Star or FEMP, equipment efficiencies must be in the top 25 percent of similar products. All purchased electronics must be EPEAT registered. In addition, provide an ECA, which will demonstrate compliance with all energy related requirements in UFC 1-200-02. Measure and record existing building utility consumption, provide design calculated estimated energy savings and post construction documentation and reporting of actual realized energy savings.

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2.3.4. Building Commissioning

Provide commissioning to meet requirements identified in Section 01 91 00.15 22 Total Building Commissioning, and UFC 1-200-02 High Performance and Sustainable Building Requirements.

2.3.5. Accessibility Requirements

Provide barrier-free design is generally required in accordance with UFC 1-200-01, General Building Requirements.

2.3.6. Antiterrorism Force Protection

The primary objective for the Marine Corps Base (MCB) security engineering is to ensure compliance with the Antiterrorism Force Protection (AT/FP) program requirements and applicable Marine Corps physical security measures in MCO 5530.14A, as supplemented by the UFC. The AT/FP program requirements and Marine Corps physical security measures are to safeguard personnel, equipment, and property. A risk analysis and vulnerability assessment (RAVA) has not been performed and a specific Design Basis Threat has not been identified.

The renovated facility is considered Inhabited and will be routinely occupied by 11 or more personnel. The renovation costs are less than 50 percent of the replacement cost of the existing building, therefore implementation of UFC 4-010-01 standards to bring the entire existing facility into compliance is not required but recommended. If the renovation changes any portion of the existing facility that is currently considered as Low Occupancy to Inhabited, that portion of the facility must meet all provisions of chapter 3 of UFC 4-010-01. The UFC 4-010-01 standards must be implemented for any new renovation work. UFC 4-010-01 Chapter 3 Standards 10 and 12 must also be implemented per chapter 1-5.2.3.

Whenever HVAC systems featuring outside air intakes or control systems associated with HVAC systems including outside air intakes are being replaced or modified, apply provisions of Standards 18 and 16. Modifications include, but are not limited to, complete air handling unit replacement, outside air control damper replacement, major ductwork reconfiguration, control system replacement, and control system reprogramming. Modifications do not include replacement of or repair of components such as coils and fans, and do not include control system software updates or reprogramming in support of additional equipment added to an existing control system.

The facility modifications and renovations must be designed in accordance with the chapter 3 standards of UFC 4-010-01, except that parking is not permitted in the 33-foot unobstructed space around the building. This includes low occupancy portions of the building, as applicable, due to physical security and operational requirements. The facility must also be designed in accordance with the following requirements:

a) Antiterrorism Architectural Special Requirements – Installation mission-assurance has requested security-conscious layouts and configurations for the interior layout of the building spaces and entrances to the building. The goal is to improve antiterrorism safety without adding cost, without hardening the building, and without adversely affecting the usability of the building.

http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01

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b) Building Entrance Orientation - Orient the main building entrance such that it does not provide vehicles the capability to drive through the main entry of the building. Where this is impractical, ensure that the entry storefront does not directly face a main hallway or a mass-gathering space. Lay out entrances to be welcoming and accessible, but so that the entrances are visibly protected and inaccessible against a vehicle attempting to force entry. Ensure that building main entrance layouts are also compliant with UFC 4-010-01 Chapter 3-12, Standard 11 “Building Entrance Layout”. Where this section conflicts with Standard 11, Standard 11 must take precedence.

c) Proximity of Densely Populated Areas to Parking – To mitigate risks to densely populated areas, locate uninhabited, low-occupancy, and mechanical yard areas adjacent to parking lots. Locate densely populated areas away from parking lots to the maximum extent possible given available site space and building square footage. The preference is to keep densely populated areas 82 feet away from parking spaces, if sufficient site space is available. Uninhabited and low-occupancy spaces include utility rooms, hallways/corridors without seating, stairwells, elevator shafts, storage areas, etc.

Densely populated areas include classrooms, large break rooms, locker rooms, conference rooms, auditoriums, and other areas with a high personnel density. During the CDW, include the installation Antiterrorism Officer (mission-assurance) on discussions for the preferred layout of mass gathering and densely populated administrative areas relative to the proposed site plan.

d) Antiterrorism Landscape Architecture Special Requirements – Installation mission-assurance has requested security-conscious landscape features that afford improved protection to the building occupants. The goal is to improve antiterrorism safety without adding cost by utilizing UFC-mandated landscape architecture features to protect vulnerable areas and using excess fill from the project site for landscaped berms. A specific design basis threat for an active shooter or attack vehicle does not apply;

therefore, the intent is to complement architectural layouts and civil site features to improve occupant protection within the project scope of work.

e) Vehicle Deterrent Landscaping – Landscaping features can provide a significant physical and psychological deterrent to the risk of a vehicle ramming attack as a part of a vehicle-deterrent perimeter. Landscaping features do not need to be rated passive vehicle barriers to afford greater security to the building occupants.

f) Unobstructed Space – Trees, plantings, and site furniture may be located within the 33-foot unobstructed space around each building, provided they are compliant with the UFC 4-010-01 and UFC 3-201-02 requirements for landscaping in the unobstructed space. For berms, ensure berms in the unobstructed space do not exceed a height of 4 feet, 6 inches to eliminate concealment opportunities.

g) Large Diameter Trees – Tree species that will grow to a large DBH (more than 6 inches) provide an aesthetically pleasing and natural barrier to vehicle traffic. It is desirable to position large diameter trees in the space between the building and parking lots or roads where permissible by code and feasible based on available site space.

Provide tree plantings with at least 4 inches DBH where the trees are integrated into the vehicle-deterrent perimeter. Multiple staggered rows of trees serve as highly effective vehicle barriers once the trees have grown. Where providing multiple rows of trees stagger and space the trees to eliminate any corridors exceeding a 5-foot width perpendicular to the adjacent roads or drive aisles. Final tree layout, tree spacing, and

PART 3 - CHAPTER 2 - P1512F RENOVATE M107 - Page 6 species must be approved by the Government Landscape Architect and installation Antiterrorism Officer (or their designated representative).

h) Concrete Site Features - Concrete benches and picnic tables are excellent deterrents to vehicles. Concrete planters are not desirable due to landscaping maintenance issues and concealment concerns in the unobstructed space.

i) Berms and Ditches - Berms and ditches provide protection and can be integrated with the landscaping plan (e.g., trees along tops of berms and creeping juniper on the sides).

j) Elevated Plazas – For buildings that require elevated entryway access with stairs and accessible ramps, consider arranging the stairs, ramps, and any low retaining walls or sloped soil so that they are positioned near the edge of the vehicle parking lot and adjacent roadways. A steeper, landscaped, stabilized slope near the edge of the parking lot with a sidewalk in front of it serves as a visible deterrent to illegal parking and approaching vehicles.

k) Bollards at Building Entrances – Bollards are an option where other features such as stairs, pedestrian ramps, trees, or berms do not deter direct vehicle access to the main building entrance. Bollards are desirable for sidewalks and plazas leading into the main building entrance provided there is no adverse impact to pedestrian accessibility. A bollard spacing of 4 feet on center will meet ABA/ADA requirements. Architectural bollards near the building entry are a desirable way to improve protection while improving site lighting (for lighted bollards) and appeal. Removable bollards are acceptable and beneficial for future building maintenance. Coordinate with vehicle access control requirements as part of civil site design. Provide the option of either permanent or removable bollards, determined based on customer needs at the CDW and subsequent design review meetings.

l) Visual Screening Landscaping at Queuing & Entry Areas –Visual screening affords protection for building occupants and visitors against the potential for vehicular or active shooter threats. Landscaping that provides visual obscuration of building entrances and outdoor queuing or congregation areas is highly desirable to improve protection of personnel in exposed areas.

m) Antiterrorism Civil Site Design Special Requirements - Installation mission-assurance has requested security-conscious site plans that afford improved protection to the building occupants. The goal is to improve antiterrorism safety without adding cost by laying out necessary vehicle parking and stormwater features to protect vulnerable areas of the building. A specific design basis threat for an attack vehicle does not apply;

therefore, the intent is to complement architectural layouts and landscaping features to improve occupant protection within the project scope of work. The unobstructed space and vehicle access control requirements defined below are added scope items to manage nuisance parking and maintain the unobstructed space for base operational considerations.

n) Vehicle Access Control - All projects must include consideration for vehicle access control in the form of lockable swing gates and/or lockable removable bollards along driveways and access roads that lead to service areas around the building within the 33-foot unobstructed space. Other open plaza areas must be secured with permanent bollards in combination with removable bollards. Portions of buildings that must be

PART 3 - CHAPTER 2 - P1512F RENOVATE M107 - Page 7 secured within a restricted area fence (e.g. motor pools) are excluded from this requirement.

o) Service Area Access - Access for service areas around the building includes roads and driveways that lead to utility rooms, loading docks, mechanical yards, other areas in the unobstructed space that are used for building maintenance, and for roads that are only used for fire access.

p) Pedestrian Areas - Open plazas, hardscaping, and other outdoor pedestrian-congregation areas that are adjacent to a roadway must also feature vehicle access control integrated with permanent landscaping and civil site features as part of a vehicle-deterrent perimeter. Removable and fixed architectural bollards (lighted, where beneficial) are preferred for vehicle access control to open plazas, hardscaping, and other outdoor pedestrian-congregation areas with at least four removable bollards in a row for service access to these pedestrian areas. Provide the option of either permanent or removable bollards, determined based on customer needs at the CDW and subsequent design review meetings.

q) Access Control Requirements - Where bollards are provided, space bollards 4 feet on center starting at each edge of the road or driveway. Where gates are provided, provide single or double leaf swing gates with posts that start at the edge of the roadway (or behind the curb) and which include receiving posts to secure the gate in the open position. Gates must not encroach on the roadway or driveway while in the open position. Gates and bollards must be high visibility and meet all other UFC requirements for signage such as high-visibility, reflectivity, and striping, to meet traffic safety requirements. Gates and bollards for vehicle access control to service areas and pedestrian congregation areas need not be crash rated. Refer to UFC 4-022-03, Security Fences and Gates for additional requirements for gates.

r) Vehicle-Deterrent Perimeter - Gates and bollards must be integrated with landscaping and civil site features to deter vehicles from bypassing the access control by driving around the barriers and to maintain a vehicle-deterrent perimeter.

s) Consolidating Access Control - Access roads to service areas around the building can be secured where the access road begins at the adjacent roadway or parking lot, provided this is integrated with the vehicle-deterrent perimeter, in order to reduce the total cost of providing vehicle access control to the unobstructed space.

t) Control Vehicle Speed – Arrange parking lot access roads and drive aisles so that any direct approaches to the building walls or building entrance cannot exceed 25 miles per hour. Speed limit signage alone is not sufficient to constrain vehicle speed. Speed limit control in parking lots and access roads is also desirable to improve pedestrian safety and to reduce the risk of vehicle accidents.

u) Limit Vehicle Approaches to Building – Arrange access roads and drive aisles so that no vehicles have long straight approaches directly at the exterior walls of the building, particularly at the building entrance. Keep the long axis of drive aisles parallel with the walls of the building to control the approach direction of a vehicle. Arrange access roads so that personnel do not drive directly facing the building walls or any entrance. For short drive aisles that run perpendicular to the long axis of the parking lot, coordinate with landscape architecture to provide civil site and landscaping features that visually or physically deter vehicle access. Alternatively, locate these perpendicular drive aisles

PART 3 - CHAPTER 2 - P1512F RENOVATE M107 - Page 8 beyond the ends of the building so traffic does not directly face the building walls or any entrance. Loading docks/heavy truck areas need not consider these requirements due to the impracticability of implementing this where building access is a requirement. Provide curb stops in parking spots that are adjacent to the building to discourage vehicle parking in the unobstructed space.

v) Unobstructed Space & Vehicle-Deterrence – Provide a minimum 33-foot unobstructed space around the building without new parking, existing parking, new roadways, or new drive aisles. Keep existing drive aisles and roadways out of the unobstructed space to the maximum extent practicable. Provide berms, drainage swales/ditches, and other civil site features between the building and any adjacent parking lots or roadways as part of a vehicle-deterrent perimeter. Berms can also reduce off-site fill disposal costs, provided that fill is verified to be non-hazardous, non-contaminated. The CDW must address how to integrate unobstructed space and vehicle-deterrence needs within the available site footprint in consultation with the installation Antiterrorism Officer.

w) Unobstructed Space Preferences – The installation mission-assurance personnel prefer larger unobstructed spaces where feasible based on available site space.

Unobstructed space need not exceed 82 feet for larger, open sites. This unobstructed space preference is to the mass-gathering portions of each facility that excludes open hangar areas, apparatus bays, and other areas that are specifically designed to be low occupancy spaces as defined in UFC 4-010-01. Refer to Paragraph C, Proximity of Densely Populated Areas to Parking, for more information.

2.3.7. Facility Related Control Systems Cybersecurity

Design, acquire and execute all facility related control systems in accordance with UFC 4-010- 06 Cybersecurity of Facility-Related Control Systems.

Design the project using UFGS 25 05 11 Cybersecurity of Facility-Related Control Systems.

Government Point of Contact to be used for SECTION 25 05 11 is James Mahoney, ICS ISSM for Camp LeJeune, email James.D.Mahoney@usmc.mil. Submit CCIs as attachments to

SECTION 25 05 11.

The table below identifies the Facility Related Control Systems which must be included for this facility. Final C-I-A impact levels must be coordinated and approved by the Camp LeJeune ICS ISSM noted above, James Mahoney, James.D.Mahoney@usmc.mil.

mailto:James.D.Mahoney@usmc.mil

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Authorizing Official

System Owner

System Group

System Existing Authority to Operate?

C-I-A Impact Level

USMC AO

Dr. Ken Bible

DPW UMCS HVAC Existing ATO MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

DPW UMCS Lighting Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

DPW UMCS Advanced Meter Infrastructure

(AMI)

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

DPW BCS Backup Power Generator Annunciator Panels and Controls

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

DPW BCS Elevator Control Systems

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Fire Dept FLS Fire Alarm Reporting System

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Physical Security

FLS Mass Notification System

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Physical Security

ESS Physical Access Control System

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Physical Security

ESS Intrusion Detection System

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Security Forces

ESS CCTV Existing ATO in eMASS (Navy) or

MCCAST (USMC)??

ISSM to validate.

LOW-LOW-LOW

– ISSM to validate

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Incorporate cybersecurity requirements into project facility control systems identified in:

• ESR D20, Plumbing

• ESR D30, HVAC

• ESR D40 Fire Protection, including Cooper Notification, Inc. WAVES Emergency Notification System

• ESR D50, Electrical

2.3.8. Secured Areas

Comply with the Marine Corps physical security measures in MCO 5530.14A as supplemented by the UFC.

2.3.9. Air Quality Management

When demolition or renovation occurs, ensure that subject buildings are evaluated for asbestos and asbestos-containing materials by a certified professional prior to the demolition or renovation.

Ensure that any fugitive dust emissions generated by construction, renovation, and demolition are appropriately controlled.

If the project includes installation of new activities/equipment which generate air emissions, and the sources have not been evaluated for air permitting by MCB CAMLEJ, contact AQ program at (910)451-9017. Please note that air emission sources are required to be permitted prior to their installation/operation. Examples of such sources include, but are not limited to: boilers, water heaters, generators, fuel storage tanks, painting/coating operations, woodworking, welding, abrasive blasting, engine testing, refrigerant recovery devices, and parts ovens.

If the project involves any refrigerant handling or manipulation, ensure that appropriate ODS servicing procedures are followed.

If the project includes removal of any currently permitted air emission sources (see Item 3 for examples), contact AQ program at (910)-451-9017.

Appropriate Design

Design the new building components and systems in accordance with all Codes, Standards, UFCs, and criteria explicitly and implicitly stated herein. Employ integrated design principles.

2.4.1. Building Design - Architecture

The renovation of M107 is a comprehensive architectural renovation that includes both exterior and interior components. Since this is an existing building that was built in the late 1980s the renovation will not be held to the requirements of the Camp Lejeune Base Exterior Architectural Plan, 2010 with the exception of completely new systems introduced to the building that would include a new standing seam metal roofing system (an option for roofing). For window systems, new window and storefront systems will be required to blend and match with existing window systems. Otherwise any exterior systems that are being added to the building will blend with or replace in kind existing exterior systems. All exterior materials chosen for the M107 renovation must be approved by the MCBCL Architectural Review Board.

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Building Exterior - the following is a description of exterior system scope:

a) Roof/Downspout Replacement – The existing roof of M107 was damaged in Hurricane Florence in 2018 and it must be replaced or repaired using one of the following options:

b) Modified Bitumen roof replacement (base bid option) – this option replaces the existing low sloped roofing system down to the existing structural deck with a similar low sloped system. The design of this roof option must resolve design issues that the current roofing system displays and code/UFC related issues that the renovation must address:

i. It must address parapet heights related to providing adequate roof flashing height (per industry standard flashing heights),and to address increased insulation height due to energy code requirements/sustainable principles, along with the UFC prescribed roof slope.

ii. It must provide roof drains that are not tied to scuppers at parapet locations leading to downspouts (in some of these locations the head of the downspout is concealed), that provides access to all drain locations on the roof and provides drains that meet code requirements for providing overflow drains. These qualifications will require a new roof drainage pattern with completely new drain locations.

iii. A new metal coping that is designed to meet wind loads and meet all applicable codes must be provided.

iv. If additional parapet height is required, the parapet/wall extension must use the same materials as the existing wall. The brick must match as closely as possible to the existing brick and if that is not possible detailing of the brick to include a different color brick must provide an architecturally cohesive solution.

v. Structurally patch all openings created by removal of mechanical equipment, and repair walls at existing scupper/downspout locations.

vi. Refer to the specification Section 07 52 00 Modified Bituminous Membrane in Part 6 of this RFP as the basis of the specification for this system.

c) Roof recover and downspout repair (Option 1 for roofing – requires an energy code compliance waiver) – this option provides for repair of roofing/downspouts and a roof recover with the mesh reinforced elastomeric membrane. This option requires that all necessary roof substrate evaluation takes place to prove the validity of this option prior to being considered. This option includes:

i. Structurally infill roof openings from abandoned roof top equipment.

ii. Secure existing insulation if found not to be adequately attached and infill abandoned mechanical openings with new insulation and provide patched roofing membrane over insulation infill.

iii. Coping - Remove and replace all existing coping at brick cavity wall and at metal panel cladding (since metal panel is being replaced the coping design can be incorporated into metal panel).

1. Replace and provide modified bitumen roofing manufacturers recommended roof flashing membrane under coping and vertical flashing treatment at parapet and tie flashing into the existing membrane.

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2. Coping redesign should be simplified and meet all current codes (including wind forces) Downspouts

iv. Repair and replace all downspouts and repair scupper drains at parapets at both new metal panel and at brick wall areas. This would require removal and replacement of standing seam roofs at courtyard canopies to be able to access all downspouts and inspect them – or removal or redesign of roofing of those canopies in entirety).

v. Replace all roof drains with roof drains with overflow drains to meet current codes. (most of the roof is drained from downspouts – there are limited roof drains)

vi. Provide a Mesh Reinforced elastomeric roof coating (MREC) over the entire existing roof and patched roof areas. UFC 3-110-03 for roofing allows this option over existing modified bitumen roof systems.

vii. Replace roof expansion joints and associated flashings where buildings abut.

viii. This option does not allow for an increase in depth of roofing insulation and prohibits additional roof insulation from being added below the structural roof deck.

d) Aluminum Standing Seam Metal Roofing (Option 2 for roofing) – NOT USED. This roofing option for providing a new steep sloped standing seam roofing overbuild over the existing low sloped roof is being deleted from the project. Tthis option provides for a metal roofing overbuild that keeps the existing roofing in place. The existing roofing is patched and made watertight and must follow requirements for a Metal Roofing Overbuild in the Roofing UFC. This roof system also has additional structural requirements. Refer to the specification section 07 61 15.00 20 Aluminum Standing Seam Roofing in Part 6 of this RFP as the basis of the specification for this system. This roofing replacement type is an option as defined in the CLIN in Part 1 of this RFP.

d)e) Roof Openings – For all roofing replacement or repair options described in this section solar tubes and skylights are prohibited from being introduced into roof areas for this project.

e)f) Downspout alterations/replacement and existing standing seam metal roof canopies– Downspout replacement/removal will be affected by the type of roof replacement selected. The following are scenarios based on the roof replacement type:

i. Modified bitumen roof replacement – with this option all existing scupper outlets to downspout must be replaced with new primary roof drains/overflow drains with rainleaders routed through the building to an exterior wall and brought to under grade drainage. Using locations of existing downspouts for placement of new interior rainleaders is suggested. The standing seam metal roof canopies must be removed to access and repair all scuppers in the exterior wall and remove the downspouts. The canopy must be replaced with a new standing seam system per specification Section 07 61 15.00 20 in Part 6. The new canopy roofing must be provided with a gutter and downspout for roof drainage. The metal canopy roof replacement must take into account the connection to the exterior wall and coping of the flat roof and provide proper detailing to ensure wall and roof watertightness.

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ii. Standing seam metal roof replacement - For the standing seam metal roof replacement option, existing downspouts must be abandoned and removed with a new system of exterior downspout attached to the gutter of the new standing seam metal roofing. If accessible the recesses in the brick wall that contain downspouts are to be used when locating metal roofing downspouts. As with the modified bitumen roof option the existing metal canopies must be removed to access and repair abandoned scuppers and remove the existing downspouts.

The design of the replacement canopy must take in account the new standing seam roofing and consider water drainage from one to the other.

f)g) Metal Panel Replacement – Provide a new metal panel system to replace the existing system located at the high bay wings of M107 per criteria in Part 3, Chapter 6, ESR B20.

The color must match the current metal panel color, or an alternate color as approved by the Architectural Review Board. Window’s located in the metal panel must be removed and replaced with the new metal panel system to provide a continuous metal panel area.

Coordinate the metal panel system termination details at the parapet and roof with the type of roof replacement chosen. At areas where the metal panel extends adjacent to flat roof area provide proper flashing heights. At new mechanical rooms located in the block diagrams the metal panels must be designed to incorporate a louver for intake and exhaust. These louvers must not extend down into brick areas.

Infill of overhead door areas – The four high bay spaces in each quadrant of the building have a series of overhead doors to provide vehicular access. The renovation must remove these doors, except for those specifically identified to remain, and infill the door areas with a matching or complementary brick infill in association with windows for occupied spaces that include classrooms and offices. Any overhead door opening that remains must be provided a new overhead door. For both the S4 and S6 storage areas, one overhead door must be retained. The brick veneer wall system that replaces the overhead door must be designed to be recessed in the opening and to not align with the face of the existing brick, with all steel angles and plates that remain at the existing jamb and head of the door opening covered by the new brick or window.

g)h) Introduction of new window areas – At wings of the building as indicated in the Architectural Block diagram in Part 3, Chapter 4 of this RFP – new window areas must be introduced to provide daylighting for administrative areas placed in them. These new window areas must provide or consider the following:

i. Facades with downspouts – In exterior walls with existing recessed downspouts the top of the new windows must match the heads of existing overhead doors or the highest existing opening in the wall area (if no overhead door). The new window jamb can start at the outer jamb of an existing opening that is near a recessed downspout; or start approximately 1 to 2 feet from the downspout recess and extend the window area as one continuous centered window between downspouts. The wall area removed would extend to the nearest full concrete masonry unit (CMU) course closest to 3 feet above the structural slab, or alternately the new opening extends to the structural slab.

ii. All existing overhead doors and windows must be removed in renovated administrative areas of the building and be replaced with new window areas as described in this section. Existing swinging doors must be removed if not used

PART 3 - CHAPTER 2 - P1512F RENOVATE M107 - Page 14 for egress from renovated areas with the wall area around the door included as part of new window areas described in this section. Any exterior door opening that remains must be replaced with a new hollow metal door and frame. Existing bollards at overhead doors must be removed.

iii. On facades that do not have downspouts, the rhythm and configuration of windows placed in these façades must be very similar to those window areas being placed in facades with downspouts to create a cohesive architectural expression between separate facade in the building. If new windows placed in facades with no downspouts do not face an opposite wall with new windows, provide window openings sizes and configuration of those placed in facades with downspouts and use the existing opening height for the head height of new windows.

iv. Other considerations for placing window areas include locations of expansion joints and sealant joints. In those walls the sealant/expansion joint must be retained with an area of brick to each side of the joint.

v. The areas of window that are placed on facades opposite each other to the greatest extent possible must form a consistent and uniform appearance between the two facades.

vi. The base of the new window areas and wall above foundation must work with the existing grade and sidewalks that may be adjacent to the building.

h)i) Existing storefront and window openings – Existing windows and storefront entrance areas beyond those that are being removed to place new window areas, and those removed in metal panel areas are to be retained. These window/storefront areas include the main entrances north and south facing entrances each main corridor, the windows in the south facing landscaped courtyard, and windows in the main north south corridors.

Sealant joints in brick – all soft joints in brick areas are to be replaced with new material to match the brick.

i)j) Repair of existing brick masonry – At areas of brick masonry where mechanical equipment, piping or other through wall infrastructure is removed, the brick must be repaired with brick to match the existing brick as closely as possible, and mortar to match the existing brick mortar.

j)k) Roof ladders – If the low sloped roofing option is provided, provide new roof ladders to meet applicable codes/UFC criteria at existing locations or at new locations if a new location is preferred over the existing.

Building Interior – the following pertains to interior construction and finishes:

a) Interior Finishes – Refer to Part 3, Chapter 5 Finish Schedule and Room Data Sheets for more information on finishes based on room type; and for additional room data requirements for selected spaces.

a) Demolition – Refer to ESR F20 for description of interior systems to be demolished.

b) Interior Construction – Interior Construction is defined in the following section and in the Additional Room Requirements in Part 3, Chapter 5, Room Requirements portion of this RFP. The following is a summary of interior construction scope based on room type.

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For the Architectural Block Diagram that is mentioned throughout the text below refer to Part 3, Chapter 4, Building Requirements portion of this RFP.

i. Classrooms in High Bay space – As located in the Architectural Block Diagram the two southern high baby vehicle repair spaces are to contain secure and unsecure classroom space. Provide classrooms with a top enclosure as defined in Part 3, Chapter 5, Additional Room Requirements for secure and unsecure classroom to prevent storage above these rooms and allow access to visually inspect the structural deck above. The bottom of the top enclosure must align with the top of the existing overhead door opening or be in close proximity to the top of the overhead door. Windows must be placed in classrooms and integrated into the exterior closure infill placed in the area where overhead doors are removed. On the north side of the open bay space windows are not required to be placed in the classrooms. The secure area classrooms in the southwest high bay space are a part of a larger suite that includes the MISTC/RITC admin area in adjacent wings to the north of the classrooms.

ii. Mechanical Rooms in High Bay space – As located in the Architectural Block Diagram provide mechanical rooms for the renovated building located mechanical equipment in the high bay space. Each mechanical room serves the originally constructed building wings and are centrally located to allow for efficient air distribution to these building areas. The mechanical room must retain one overhead door opening with a new overhead door for accessing the mechanical room, and it must add a swinging hollow metal man door incorporated into the exterior closure infill areas. Refer to Part 3, Chapter 5, Additional Room Requirements for mechanical rooms and for additional requirements.

iii. Reconfigured existing toilets outside of the Secure area – As indicated in the Architectural Block Diagram (space numbers 52,53,5,6,23, and 24) provide reconfigured toilets within the same or slightly larger area as the existing toilet and orient the entries to these toilets from the existing main corridor (opposite the current entry location). The toilet count for these toilets can be reworked as required to provide portions of the total building toilet fixture count required as calculated per applicable building codes and UFCs.

iv. Reconfigured existing toilets inside the Secure area – In the secure area the existing toilet rooms showers (space number 36 and 37) and must be reconfigured in place. These toilets/showers entry locations are dependent on the planning of the entire secure area department and possible connection of admin space with the training space being placed in the high bay space.

v. Renovated existing classrooms – As indicated in the Architectural Block Diagram several of the existing building classrooms are being retained as an unsecure classroom. These classrooms are to be generally shared by several departments. In these renovated classrooms, provide new gypsum wall board furred partitions to cover existing CMU wall construction and all new finishes as indicated in Part 3, Chapter 5, Room Requirements of this RFP. The entry wall of existing classrooms since not load bearing may be reconfigured with new entry doors to provide additional space to the classroom if required by the seating capacity of a particular classroom. Alternatively the existing entry walls may be retained with new doors placed within existing openings.

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vi. Auditorium – Provide a tiered fixed seating auditorium at the area indicated in the Architectural Block Diagram. The seating must be maximized to provide as many seats as possible within the space. The seating tiers must maintain a flat area at the entry to the auditorium to function as a large conference room and also provide an area for a lectern with electronic presentation controls. Finish and AV requirements, and more detailed room data requirements for the auditorium are defined in Part 3, Chapter 5, Room Requirements of this RFP.

vii. Unsecure Administrative space – a variety of administrative space is placed in the wings of the building that currently house training spaces, classrooms and labs. The spaces added must allow existing CMU load bearing partitions to remain in place. The existing load bearing partitions are generally identified in the Architectural Block Diagram in Part 3, Chapter 4, but all interior walls must be verified as load bearing before building design and demolition takes place. If unsecure departments require a classroom, the intent is that the existing renovated classrooms in the center of the building are shared by several departments. Some private office space is being placed in existing classrooms spaces as identified in the Architectural Block Diagram. Provide partitions for private offices and other enclosed space of metal stud and gypsum wall board (GWB) partitions. Administrative spaces in wings outside of the open bay wings will not require top enclosures but will require a ceiling placed below the structure in circulation corridors, private offices and other enclosed spaces and open office areas.

viii. Secure Area Administrative space – MISTC/RITC departments are co-located in a secure area space as noted in the Architectural Block Diagram. This space will require controlled access for those that work in or visit the space. This area must provide cell phone lockers for students entering the space for training.

Provide partitions for private offices and other enclosed space of metal stud and GWB partitions. Admin spaces in wings outside of the open bay wings will not require top enclosures but will require a ceiling placed below the structure in corridors, private offices and other enclosed spaces and open office areas.

ix. Common area conference rooms – Shared conference room locations are identified in the Architectural Block Diagram in space numbers 55, 7, and 25.

These conference rooms are new space. Provide new gypsum wall board and metal stud partitions going to structure for enclosing the rooms and ceilings within the rooms and the corridor leading to these rooms.

x. Common area spaces placed in existing classrooms or administrative space – A variety of common area space that includes both heads, break rooms and general storage are identified in the Architectural block diagrams space numbers 44,42,17, and 18. All renovated space within existing spaces must receive new furred partitions at existing CMU walls to remain, and room partitions of metal studs and GWB with finishes as defined in Part 3, Chapter 5; Room Requirements. If the toilet count is provided for within the existing heads noted in items c. and d. above or the total area for the common area heads identified in the Architectural Block Diagram is not required for heads, the unused space is to be turned into additional general storage.

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xi. Interior door openings – All existing interior door openings that are retained in the renovated space must be replaced with a new door and door hardware with material as defined in Part 3, Chapter 6, ESR C10.

2.4.2. Civil/Site

Objectives for the site as part of the building M107 renovation are minimal.

The MISTC and RITC units that will occupy the southern wings of the building require secure outside areas to set up, test and train with field equipment. Provide a secure fenced area adjacent to and with direct access from the southern wings of the building. The equipment is typically towed in behind military vehicles and dropped off with the vehicle parked elsewhere. To facilitate easy drop off and pick up of the equipment trailers, provide vehicle gates on the east and west ends of the fenced area that will allow for pull-through operations.

With the change in use of the building the interior trench drains will no longer be required.

Remove the drainage pipes (inside and outside of the building) from the interior trench drains and associated exterior oil/water separator to their termination point at the pump house south of the site on Neuse Road.

To create…