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NAVFAC HAWAII

PROJECT NO.

KNMD 091041P3

PHASE 3 REPAIR FOR HQ PACAF B1102H

(Design-Build)

AT

JOINT BASE PEARL HARBOR-HICKAM, HAWAII

PART 3 – PROJECT PROGRAM

PREPARED BY:

HQ PACAF/PMO

25 E Street

Suite B-106

JBPHH, HI 96853

REQUEST FOR PROPOSAL PREPARED BY: BB&E

August 2012

APPROVED BY:

NAVAL FACILITIES ENGINEERING COMMAND HAWAII

400 Marshall Road

Pearl Harbor, Hawaii 96860

Phase 3 Repair of HQ PACAF B1102 KNMD 091041P3 Joint Base Pearl Harbor – Hickam, Hawaii

PART THREE - PROJECT PROGRAM

PART THREE - PROJECT PROGRAM TABLE OF CONTENTS

1. PROJECT DESCRIPTION 1.1 Facility Location 1.2 Parent Project 1.3 Project Status 1.4 Building 1102 Design Goals 1.5 Phase 3 Scope of Work 1.6 Historical Elements

2. PROJECT OBJECTIVES 2.1 Mission Statement

2.2 Facility Function 2.3 Project Specific Priorities 2.4 Design Codes and Standards 2.5 Antiterrorism Criteria 2.6 Special Design Challenges

3. SITE ANALYSIS 3.1 Existing Site Conditions 3.2 Site Development Requirements

3.3 Required Additional Information 3.4 Site Conditions Verification 3.5 Construction Limits 3.6 Environmental 3.7 Other Projects in Area 3.8 Demolition Considerations and Requirements

4. BUILDING REQUIREMENTS 4.1 Space Tabulation 4.2 Space Relationships 4.3 Exterior Character

5. ROOM REQUIREMENTS

6. ENGINEERING SYSTEMS REQUIREMENTS A10 General C10 Interior Construction C20 Stairs C30 Interior Finishes D10 Mechanical D20 Plumbing D30 HVAC D40 Fire Protection Systems D50 Electrical Power and Lighting F20 Selective Building Demolition

PHASE 3 REPAIR OF HQ PACAF B1102 PROJECT NO. KNMD 091041P3 JOINT BASE PEARL HARBOR – HICKAM HAWAII

PART 3 - CHAPTER 1 - Page 1

1.0 PROJECT DESCRIPTION

1.1 Facility Location Joint Base Pearl Harbor - Hickam is located along the southern portion of the Island of Oahu bordering the ocean between Pearl Harbor and the Honolulu International Airport. This project will be to repair Building 1102 on Joint Base Pearl Harbor - Hickam which lies in the central area of the base. It is the largest administrative facility.

1.2 Parent Project HQ PACAF Building 1102 Repair project is a multi-phased project to be completed over several years. The primary goal of the project is to completely repair this existing 3-story, 14-wing, 550,000 SF historic structure, to provide a code compliant and efficient modern office facility to house the Pacific Air Forces and serve their ever changing mission.

1.3 Project Status Building 1102 Repair project Phase 1 and Phase 2 are currently in progress. Each phase is contracted separately. Phase 3 is programmed to work in sequence with Phase 1 and 2. Coordination with Phase 1 and Phase 2 Contractors will be required as part of Phase 3 Work.

1.4 Building 1102 Design Goals One of the main goals of this project is to unify the building into a cohesive, coordinated facility that integrates current life safety/code requirements into a flexible, modern facility adaptable to the ever changing mission requirements of the building occupants. The overall building design seeks to achieve the following:

Comply with life safety codes

Comply with Americans with Disabilities Act (ADA) and Architectural Barriers Act Accessibility Guidelines

Modernize deteriorating infrastructure and utilities such as ventilation and air conditioning, plumbing, electrical and communication systems

Implement energy efficiency and water conservation measures and other LEED measures towards a goal being LEED Silver certifiable

Preserve and restore historical defining features as directed in the Historical Programmatic Agreement (PA) and Preservation Design Plan

Maximize building efficiency and flexibility via implementation of prototype wing/floor configurations and utilization of demountable partitions and centralized utility cores

Standardize and centralize infrastructure systems to simplify wing/floor repairs and provide for greater efficiency and ease of future maintenance

Improve building circulation pathways and way finding systems

1.5 Phase 3 Scope of Work

The scope of work for Phase 3 consists of the development of a complete design and construction of repairs for the following areas in B1102 as noted in the RFP contract documents: A wing 3

rd floor (A3rd)

B wing 3rd

floor (B3rd) C wing 3

rd floor (C3rd)

D wing 3rd

floor (D3rd)



L wing 3rd

floor (L3rd) Lightwell 2 3

rd floor (LW2-3

rd)

Lightwell 4 3rd

floor (LW4-3rd

) The repairs shall upgrade life safety, correct ADA deficiencies, replace deteriorated backbone infrastructure (mechanical, electrical, plumbing, communications, security etc), improve energy and water use efficiency, and construct new office interior space with new partition walls, doors, windows and glazing, ceiling and floor finishes, along with new MEP, life safety, security and communications systems for the Phase 3 areas. The Contractor shall also restore historically significant areas within the Phase 3 scope of work, see Part 3 Chapter 2 and 6 and Part 6 Attachment 2. The Phase 3 Contractor shall develop a complete, code compliant design and construct the repairs, to include demolition, abatement, restoration and new construction, to the scope of work areas based on the information contained in this RFP. The design, shall include analysis, drawings and specifications, and be based on the Phase 3 Programmatic Sketches in Part 6 and the Project Program in Part 3, and include all necessary details, schedules to complete the repair. The design shall also be based on the Phase 1 and 2 Design Documents in Part 6 Attachments 1.2 and 1.3, as well as, Security and Historic requirements included in Part 6 Attachment 2 . Phase 3 scope also includes development of a complete design and construction to open the circulation around specified light wells and upgrade select restroom facilities. Phase 3 design and repairs shall also incorporate all materials and elements required to meet Public Law 109-58 fire sprinkler and fire alarm systems and Energy Policy Act 2005, and achieve a targeted LEED Silver certification. Note, all prototype Wing/Floor sketches in the contract documents are to be considered as concept only, with no elements considered as prescriptive for developing a bid. The following work shall be required in all areas of Phase 3, and is not limited to sketches and conceptual drawings in Parts 3 and 6 of this RFP.:

1. Demolition a. Interior partition walls, doors, wall base as well as, tiles and doors not stipulated in the PA b. Floor finishes – carpet, resilient floor tile including mastic, ceramic tile c. Ceiling finishes – paint, acoustic ceiling tile including mastic if applied directly to concrete,

gypsum board ceilings and soffits d. Thru window air conditioning (AC) units e. Window assemblies associated with window AC units f. HVAC systems and partial HVAC systems including duct work associated with AC and

ventilation g. Chill water piping not serving the new air handling units (AHU) provided in Phase 1 or 2 h. Plumbing not serving the new restrooms, kitchenettes, janitors closets and mechanical

rooms provided in Phase 1 or 2 i. Electrical panels, transformers, apparatus, conduit and wiring j. Lighting and associated conduit, wiring and panels k. Communication conduit and wiring l. Existing fire and security detection, alarms, conduit, wiring and panels m. Existing furniture and furniture wall partitions n. Abandoned piping

2. Abatement of hazardous material (HAZMAT). See Part 6 Attachment 2 a. Lead based paint (LBP) – wall, ceiling and stair newel posts and balustrades (typical) b. Asbestos containing material (ACM) – floor tile, mastic and transite wall panels (typical) c. Mercury - fluorescent lights (typical) d. Polychlorinated Biphenyl (PCB)_ - fluorescent light ballasts e. Arsenic – canec tile wall board f. Mold/Mildew – typical in existing mechanical systems AHU, duct etc. g. Refrigerant associated with the thru window AC units

3. Construction of architectural improvements



a. Interior partition walls; STC requirements shall be per Part 3 Chapter 6 C10, and as indicated in Part 6 Attachment 1.1; Security requirements shall be Part 6 Attachment 2.5 for areas indicated in Part 6 Attachment 1.1 for five (5) Secret Open Storage Office areas as well as the classified communications rooms.

b. Doors, frames and glazing c. Windows, frames and glazing d. Bulkheads to connect demountable walls and act as a utility chase for mechanical duct,

electrical/communications conduit, fire suppression etc so the demountable walls do not have to be customized. NOTE: demountable wall are NIC unless noted otherwise.

e. Wall, floor and ceiling finishes f. Preservation and restoration of glazed yellow tile at lightwells, U-shape stair and central

stair areas. If glazed yellow tile does not exist use gypsum board walls to complete the lightwell perimeter.

g. Solid surface counters with integral sinks in all of the restroom areas h. Kitchenettes

4. Construction of mechanical improvements a. New air handler units: two (2) for each of the following floor areas A3rd, C3rd, and D3rd

and one (1) for each of the following floor areas B3rd and L3rd b. Variable air volume (VAV) units for A3rd, B3rd, C3rd, D3rd, L3rd to meet ASHRAE

standards for building envelope and occupancy requirements c. New chill water fan coil units CFCU: for LW2-3

rd and LW4-3

rd

d. Chill water piping to connect new AHU and CFCU to 2000-ton chill water system e. Duct work to serve all scope of work areas – shall be flat-oval as necessary to meet 7’6”

AFF clearance or round in open exposed ceiling areas and un-insulated in the conditioned space painted to match ceiling. All duct including transfer ducts shall include sound attenuation to support the STC ratings of the space they will serve.

f. Exhaust fans for D3rd electrical room, janitors closet and restrooms g. Plumbing connections to kitchenettes, janitors closets, restrooms and mechanical rooms h. Drinking fountains at the lightwells to match Phase 2 design see Part 6 Attachment 1.3

5. Construction of electrical improvements a. Branch conduit, wiring, panels and outlets to serve all scope of work areas b. LED lighting to serve all scope of work areas c. Distribution switch boards, panels, transformers, automatic and manual transfer switches

in LW2-3rd

and LW4-3rd

as required to serve the scope of work areas d. Outlet at wing entrances for future connection of LCD displays

6. Construction of fire safety improvements a. Detection, alarms, conduit, wiring and panels for all scope of work areas b. Suppression mains, laterals and heads for all scope of work areas

7. Construction of communication improvements a. Cable trays and/or ladder racks, conduit and cabling b. Protected distribution systems (PDS) c. Outlet at wing entrances for future connection of LCD displays

As B1102 is a registered National Historic Landmark, design and construction must comply with the Historic Programmatic Agreement (PA) and Preservation Design Plan for B1102. A registered Historic Architect is required by the PA. See Part 6 Attachment 2 for additional details regarding the historic requirements for Phase 3. Several secret open storage areas will be constructed in Phase 3. The design and construction of these areas shall comply with all applicable standards and regulations. See Part 3 and Part 6 for additional information. The project shall follow USGBC LEED principles with the goal of being certified Silver at the completion of the multi-year/multi-phase project.



The Phase 3 RFP documents include: Programmatic sketches for the scope of work areas to be developed into full design packages, Phase 1 and 2 design documents (drawings, specifications and design analysis) to assist in the development of the full design package, historical design requirements (Programmatic Agreement and Preservation Design Plan), security guidelines, existing environmental reports, and the description of work included in this RFP. Phase 3 design and construction coordination: The Phase 3 scope of work encompasses all of the third floor of A, B, C, D, L, LW2 and LW4. Phase 1 and 2 have provided work in each of these areas as outlined in Part 6 Attachments 1.2 and 1.3. The Phase 3 Contractor shall review Part 6 Attachments 1.2 and 1.3 and compare with the Phase 3 Programmatic Sketches in Part 6 Attachment 1.1. Upon comparison, any areas that do not show specific work on the Phase 3 Programmatic Sketches and also do not indicate work by Phase 1 and Phase 2, these areas shall be included in the Phase 3 scope of work requiring demolition/abatement/repair as defined in this RFP for similar areas i.e. open office, private office, utility rooms, restrooms, hallways, corridors, U-Shape and Central Stair lobbies etc. Phase 3 shall include the work completed under Phase 1 and 2 on the Phase 3 design drawings for each design discipline.

1.6 Historical Elements Building 1102 was originally constructed in 1939-1940 as the world’s largest single military barracks. The building was fully occupied by the time of the Japanese attacked on Pearl Harbor on December 7, 1941. Strafing marks from the attack are still visible on some exterior and interior areas of the building (which need to be preserved). This structure is listed in the National Register of Historic Places as a part of the Hickam Field National Historic Landmark. Most of the major exterior facades of Building 1102 and several interior areas (predominantly the areas around stairs and vestibules) retain substantial original characteristics and are considered critical defining features in maintaining the historic character of this building. There is a Programmatic Agreement (PA) in place with various historic preservation parties (including the Air Force, the State Historic Preservation Officer (SHPO), and the Advisory Council on Historic Preservation (ACHP); other consulting parties include the National Trust for Historic Preservation, the Historic Hawai’i Foundation, the Office of Hawaiian Affairs (OHA) and the National Park Service). The PA addresses required mitigation for the adverse effects on historic properties as well as the procedures to be used on an ongoing basis for future phases of the repair effort as they may apply. There is also a Preservation Design Plan (PDP) that describes the historic areas and key defining features in B1102. Work that impacts the areas and key historic features defined in the PA and PDP to include the glazed yellow tile at the lightwell inner and outer perimeters, U-shape stair and central stair vestibules in the long wings, needs to be presented to the historic parties for their input. All work that has the potential to affect historical defining exterior and interior features must be reviewed for compliance with the National Historic Preservation Act (NHPA) and regulations (36 CFR Part 800, and NHPA Section 106 consultation and coordination will be required. Therefore, D-B Contractor shall provide a certified Historical Architect in support of design and construction of Phase 3 Repair.



2.0 PROJECT OBJECTIVES 2.1 Mission Statement To repair the HQ of the Pacific Air Forces Enhancing Mission Capability Honoring the Past and Sustaining the Future. To honor those that made the ultimate sacrifice at this Building by what we do here.

2.2. Facility Function Building 1102 currently serves as the Headquarters operations for HQ PACAF, which is equivalent to the corporate headquarters of large corporations. There are multiple flag (general) officers in the building occupying these spaces alongside COMPACAF. A significant portion of Building 1102 contains 24 hour-7 days/week mission critical operations that cannot experience interruptions, and rely heavily on mechanical and electrical infrastructure. Critical communications infrastructure also resides within Building 1102 that supports the Pacific Theatre. The remaining occupants operate during regular duty hours in support of PACAF functions. 2.2.1 Hours of Operation: Standard daily work hours apply, which are between 7:30 AM and 5:00 PM, Monday thru Friday. Mission critical communications and command/control centers in M wing 1

st and 2

nd

floor are 24 hours 7 day per week operations. Interruptions to these areas shall be coordinated 30 days prior with the B1102 PMO through the Contracting Officer. See also Part 2 for work restrictions during command exercises. Contractor’s standard daily work hours shall consist of an 8 1/2 hour period between 7 a.m. and 3:30 p.m Monday through Friday, excluding Government holidays.

2.3 Project Specific Priorities Building 1102 Repair project objectives consist of bringing the facility up to standards (Life Safety, ADA, Unified Facilities Criteria for infrastructure and space utilization, EPACT 2005, Executive Order (EO) 13423 2007, and Energy Independence and Security Act (EISA) 2007, ASHRAE, LEED, etc.) while complying with Historic mitigation measures (based on the PA and PDP). Project execution must meet all RFP requirements. Project shall be executed without interruptions to HQ PACAF Organizations. Interruptions are defined as communications, power, life safety and/or security system outages, or construction that produces sound greater than 75 dBA, as measured in the adjacent occupied office spaces, where normal office conversation cannot be held, for a sustained duration of more than 2 hours. Outages, cutovers and work producing excessive noise shall conform to 01 14 00.05 20 WORK RESTRICTIONS. 2.3.1 Meet 100% of Life Safety Regulations: D-B Contractor shall design and construct repairs to meet life safety regulations within the perspectives of the Historical PA requirements. D-B Contractor shall provide a licensed FPE and will be required to coordinate with the NAVFAC and PACAF FPE/AHJ. 2.3.2 Accessibility and ADA Compliance: Provide barrier-free design in accordance with the requirements of the DEPSECDEF Memorandum "Access for People with Disabilities" dated Oct 31, 2008. The memorandum updates the DoD standards for making facilities accessible to people with disabilities. The US Access Board issued an update of the accessibility guidelines which the DEPSECDEF Memorandum implements with military unique requirements specified in the memorandum attachment. The new DoD, "ABA (Architectural Barriers Act) Accessibility Standard" (DoD ABAAS) and the DEPSECDEF Memorandum are located at http://www.access-board.gov/ada%2Daba/aba-standards-dod.cfm 2.3.3 Adaptability, Flexibility and Space Maximization: Over the years a number of repair, remodel and renovation projects have been completed to various wing/floor areas of Building 1102. Units are

http://www.access-board.gov/ada-aba/aba-standards-dod.cfm

http://www.access-board.gov/ada-aba/aba-standards-dod.cfm



currently disjointed and spaces are inefficiently used. Phase 3 shall provide a well-designed space based on Wing/Floor prototype layouts to right-size unit areas per UFC 4-610-01, AFH 32-1084 and PACAF space standards, with the highest level of functionality and flexibility to meet current and future mission requirements. To maximize Wing/floor space while maintaining functionality and professionalism, vertical infrastructure shall be stacked in specific locations per the prototype floor layout. See Part 6 Attachments 1.1 thru 1.3. In addition all infrastructure shall be designed to meet floor to ceiling clearances (to include utilities) of no less than 7’ 6” above finished floor (AFF) in occupied areas. Floor to ceiling clearances (to include utilities) are to be no less than 7’-0” AFF in all un-occupied spaces. Utilities in the open office areas without suspended ceilings shall be painted to match the ceiling. Duct work shall be flat oval as necessary to maintain the 7’6” height and transition to round as necessary within the occupied open office areas with exposed ceiling. The duct in the exposed office environment shall not be insulated. Duct that will be above suspended ceilings shall be insulated as required by applicable codes and standards. Outside Air (OA) duct shall have inner core externally wrapped in insulation which is in turn externally wrapped in metal duct. VAV’s may be allowed at 7’4” AFF in the occupied space but where possible they should be located out of major circulation paths Bulkheads shall be provided to support the installation of demountable walls and installation of utilities. The bulkhead will extend from 7’6” (AFF) to the ceiling and be used for routing utilities to prevent customization of the demountable walls. Bulkheads will be provided in areas defined in Part 6 Attachment 1.1. The bulkhead is further detailed in Part 6 Attachments 1.2 & 1.3. The demountable walls will be provided in a separate contract unless otherwise noted. 2.3.4 Prototype Floor: The prototype floor design provides the basic framework for the repair of the wing/floors to meet the B1102 design goals described in Part 3 Chapter 1 including life safety, ADA improvements and maximizing building and organizational workflow efficiency, energy efficiency and improving building circulation and way finding. This framework addresses PACAF mission requirements by designing and constructing office space that can be tailored to meet the organizations operational requirements for privacy, security, command, control and communications. This will be done through the full development of the Wing/Floor prototype design, as shown in Part 6 Attachment 1.1 Phase 3 Programmatic Sketches, to address the above requirements for security, life safety and sound attenuation. This will be accomplished through a combination of gypsum board walls and demountable walls attached to gypsum board bulkheads, as well as, doors, access control, life safety and physical security detection/alarm equipment and apparatus. Note: Demountable walls are not included in this contract unless otherwise noted. Designs will be based on UFC 4-610-01 providing STC ratings of 50 for conference and meeting rooms, 45 for command suites i.e corner offices in long wing Executive Zone and STC 40 for remaining private offices and along interior walls dividing the office area from corridors, lobbies and hallways. Door and window assemblies within these areas will be factory STC 35. For Sensitive Compartmented Information Facilities (SCIF) the ICD/ICS 705 Technical Specifications dated 31 October 2011, call for SCIF perimeter walls to be STC 45 or better and outline physical security requirements. For Secure Open Storage Areas (SOSA) the DoD 5200.01 Volume 3 dated 24 February 2012 will be used for physical security requirements. In addition to the specific design requirements detailed within this RFP, all architectural, mechanical, electrical, plumbing and communications designs shall be based on the following assumptions. The long wings, A3rd, C3rd and D3rd shall be designed based on approximately 50 personnel in the Executive Zone and approximately 50 personnel in the Administrative Zones. The short wings, L3rd, shall be designed based on approximately 50 personnel with a same level of finish as the Executive Zone. The



middle wings, shall be designed based on approximately 35 personnel with the same level of finish as the Administrative Zone. Life safety common path of travel 100’0” + 10% is allowed by the Authority Having Jurisdiction (AHJ) 2.3.5 Lightwells: The Ligthwells serve several functions for B1102. They act as vertical infrastructure chases and points-of-presence for utilities such as communications and electrical for the wing/floor areas to tie into. The Lightwells also house restrooms, janitor’s closets and additional office areas. The perimeters of the Lightwells, inner and outer, are typically comprised of glazed yellow tile, a key historic feature noted in the PA and PDP and are therefore instrumental in preserving the historic character of B1102. The Lightwells also serve as circulation hubs and help define location within the facility supporting way finding. The objective of Phase 3 is to fully repair Lightwells 2 and 4 third floor. This includes removing all existing wall, floor and ceiling finishes, mechanical, electrical – including lighting, plumbing and communications, throughout the Lightwell area including the interior office spaces, restrooms, utility areas, as well as, attached to the inner and outer perimeters walls – carefully preserving the existing glazed yellow tile and circulation hallways. The repair for Lightwell 2 and 4 will then complete the perimeters of the Lightwells i.e restore the uncovered glazed yellow tile and re-construct portions of the Lightwell perimeter wall with gypsum board walls where the glazed yellow tile has been removed to re-create the original footprint of the Lightwell. If the existing glazed yellow tile cannot be restored as it is cracked, missing etc. furring will be constructed over the glazed yellow tile but shall be connected to the floor and ceiling not the wall tile. For bidding purposes the contractor can assume that the entire inner and outer perimeters will need to be furred. In addition, restoration will be completed for the glazed yellow tile. See Part 3 Chapter 6 C10 for additional information. The contractor will also construct complete new restrooms, electrical room, office space and communications rooms in Lightwell 4. These repairs encompass all divisions of work. This includes circulation to include new floor/ceiling and wall finishes, LED lighting and lighting controls suspended from the ceiling, convenience outlets, fire alarm/detection/suppression/egress etc.. Please see Part 6 Attachment 1.1 for programmatic sketches and Part 6 Attachments 1.2-1.4 Phase 1 and 2 design documents as well as, way finding and finish schedule and Part 6 Attachment 2 for historic and HAZMAT information for additional information to complete the design for Lightwell 4. The contractor will also expand on and complete the repair of Lightwell 2. These repairs encompass all divisions of work This includes circulation to include new floor/ceiling and wall finishes, LED lighting and lighting controls suspended from the ceiling, convenience outlets, repair of stair handrail, fire alarm/detection/suppression/egress etc.. The contractor will also finish the electrical room as necessary to feed C3rd and D3rd and create an open office space. Please see Part 6 Attachment 1.1 for programmatic sketches and Part 6 Attachements 1.2-1.4 Phase 1 and 2 design documents as well as, way finding and finish schedule and Part 6 Attachemnt 2 for historic and HAZMAT information for additional information to complete the design for Lightwell 2. 2.3.6 Stacked and Centralized Utilities: The stacked and centralized utilities provide the framework to meet the B1102 design goals described in Part 3 Chapter 1 such as modernizing deteriorating infrastructure, improving energy efficiency, and facilitating maintenance. As seen in Part 6 Attachments 1.2 and 1.3, Phase 1 and 2 design documents, independent vertical utility stacks for chill water, domestic water, sanitary and vent risers, electrical and communications backbone infrastructure have been established as part of the facility design. These utility stacks are grouped together in utility core areas corresponding to UFC 4-610-01, Building Core, to permit greater efficiency in floor plan layout and design. Phase 3 will complete all work for design and construction to extend and complete these utility cores as seen in Part 6 Attachment 1.1 Phase 3 Programmatic Sketches.



Plumbing and mechanical infrastructure originates in the crawl space and is then routed vertically through each restroom and mechanical room footprint for all three floors. The infrastructure includes domestic water, sanitary drain and vent stacks to serve the restrooms, kitchenettes, janitors closets and mechanical rooms and chill water risers for the air handler and chill water fan coil units. Phase 1 and 2 have completed the restrooms in A3rd, C3rd and LW2-3

rd and have provided points of connection for the new

kitchenettes, janitor’s closets and mechanical rooms in A3rd, B3rd, C3rd, D3rd, L3rd and LW4-3rd

as well as the new restrooms in D3rd and LW4-3rd that are to be provided in Phase 3. Please see Part 6 Attachments 1.1 thru 1.3. For the restrooms, plumbing fixtures shall be wall hung with wall outlets with piping routed on the floor served to a vertical riser to keep the plumbing out of the ceiling space below. Floor drains are not required in the long wing restrooms. Wing electrical distribution originates in the Lightwells. For Phase 3 the electrical distribution originates in LW2 and LW4. The Lightwells provide service to the sub electrical rooms in the long wings and serve as the sub electrical room for the short and middle wings. For the long wings (A3rd, C3rd and D3rd), electrical service is fed through the attic or in the crawl space to the sub electrical rooms on either the first or third floor. It is then run vertically to the stacked electrical room on the second floor. The long wings branch circuits will tie-in to the wing sub electrical room. Phase 2 has provided the full operational sub electrical rooms in A3rd and C3rd for Phase 3 to tie-into as part of the repair of A3rd and C3rd. For the short wings (L3rd) and the middle wing (B3rd) the branch circuits will tie-in at the Lightwell electrical room. Phase 1 and 2 have provided partially operational electrical room in LW4-3

rd floor for Phase 3 to install all

necessary equipment, apparatus, branch circuit panels, breakers etc. to tie-in B3rd, L3rd and LW4-3rd circuits as part of Phase 3 scope of work. Phase 1 and 2 have also provided a partially operational electrical room in LW2-3

rd floor for Phase 3 to install all necessary equipment, apparatus, branch circuit

panels, breakers etc. to tie-in D3rd and remaining LW2-3rd

circuits as part of Phase 3 scope of work. See Part 6 Attachments 1.2-1.3 for work completed under Phase 1 and 2. Communications infrastructure originates in M and H wing 1

st floor and is routed through the crawl space

and attic to the communications rooms. Phase 2 will complete the communications rooms in A3rd and C3rd and provide the point-of-presence for A3rd and C3rd. Phase 3 pathways serving A3rd and C3rd will terminate at these communication rooms provided by Phase 2. Please see Part 6 Attachment 1.3. Phase 1 will provide the point of connection on the second floor of D wing and LW4 to establish the point-of-presence in the new communications room to be built on D3rd and LW4-3rd in Phase 3. Please see Part 6 Attachment 1.2. Phase 3 pathways serving L3rd and B3rd will terminate at the new LW4-3

rd

communications room, while D3rd pathways will terminate at the new D3rd communications room. Provide an equal number of classified and unclassified drops in the typical work environments to include all offices, conference/meeting rooms, printer/copier areas etc. In addition, the number of drops shall be based on the assumption of the number of personnel for the long, short and middle wings above. The designer shall coordinate all electrical and communications outlets. 2.3.7 Sustainable Design: Integrate sustainable strategies and features into the design, construction and operation to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort to reduce the total cost of ownership of the project using a whole building, life-cycle approach. Such strategies include but are not limited to low flow fixtures, , energy management controls systems for HVAC, variable frequency drives for air handlers, variable air volume terminal units to serve each exposure and to separate non-compatible occupancies, as well as, LED lighting with occupancy and day-light sensors. Additionally, Public Law 102-486, Executive Order 12902, and Federal Regulations 10 CFR 435, require federal buildings to be designed and constructed to reduce energy consumption in a life cycle, cost-effective manner using renewable energy sources when economical. Products designed to conserve energy and resources by either controlling the amounts of consumed energy or by operating at increased efficiencies should be considered



2.3.8 LEED Silver Rating: The Air Force has a policy to achieve LEED Silver Rating for its construction projects. The goal of the overall multi-phase repair project is to be LEED Silver certifiable at the completion of all phases of work. The overall repair project has been registered with the United States Green Building Council (USGBC). The goal of Phase 3 is to work toward achieving points through design and construction of each wing-floor, to the maximum extent possible (consistent with mission, budget and client requirements) so the entire Repair Building 1102 project has the capability of achieving LEED Silver under New Construction/Commercial Interiors version 3.0. The D-B Contractor is responsible for strategic accounting of LEED Credits (Silver).The constructed facility shall be Sustainable Validated by the contractor and NAVFAC as having met as many prerequisites and credits practical in the USGBC LEED-NC. The following USGBC LEED-NC 2009 credits and additional requirements are mandatory.

a. SS-6.1 Storm Water Design, Quantity Control b. SS-6.2 Storm Water Design, Quality Control c. PRE 1 Water Use Reduction: 20% Reduction d. WE-1 Water Efficient Landscaping: Reduce by 50% e. EA-1 Optimize Energy Performance. For renovations, reduction shall be 20% below pre-

renovations 2003 baseline. Reduction shall be calculated in accordance with US Code of Regulations 10 CFR 433, 434, 435 dated Dec. 4, 2006.

f. EA-4 Enhanced Refrigerant Management. Reduce use of Ozone Depleting and Global

Warming Compounds. Eliminate the use of ozone depleting compounds during and after construction where alternative environmentally preferable products are available.

g. MR-2 Construction Waste Management: Divert 50% from Disposal. h. MR-4 Recycled Content: 10%. For EPA Designated products, use products meeting EPA's

recycled content recommendations. i. MR-6 & MR-7 Renewable Products: Use products made from rapidly renewable resources

and certified sustainable wood products. j. EQ-3.1 & EQ-3.2 Construction IAQ Management: During Construction & Before Occupancy k. EQ-4.1, 4.2, 4.3, 4.4 Low Emitting Materials. Specify materials & products with low pollutant

emissions, including adhesives, sealants, paints, carpet systems and furnishings. l. EQ-7.1 Thermal Comfort: Design. Design to ASHRAE Standards 55-2004 for Thermal

Comfort and 62.1-2004 for Ventilation for Acceptable Indoor Air Quality. m. EQ-8.1 Daylight & Views. Achieve a minimum daylight factor of 2% excluding direct sunlight

in 75% of all space occupied for critical visual tasks. Provide automatic dimming controls or accessible manual controls and appropriate glare control.

n. Moisture Control. Establish and implement a moisture control strategy for controlling moisture flows and condensation to prevent building damage and mold contamination.

o. Bio-Based Products: For USDA designated products use products meeting or exceeding

USDA's biobased content recommendations. p. Energy Efficient Products: All energy using products shall either be Energy Star or FEMP



recommended efficiency. Where Energy Star or FEMP recommendations have not been established, efficiency shall be in the top 25% for the type of product procured. All energy using products shall also meet FEMP requirements for low standby power consumption.

2.3.9 Energy Conservation: Energy conservation shall be in accordance with UFC 3-400-01, Design Energy Conservation and incorporate all current Policy, Executive Orders, and ASHRAE standards regarding energy conservation in order to complete a sustainable and energy responsible facility. Note that the conservation measures already in place in the previous phases are to be coordinated with and adhered to. 2.3.10 Design and Construction Coordination with Phase 1, Phase 2 and Mechanical Infrastructure Project: Phase 3 D-B Contractor shall coordinate design elements with Phase 1, Phase 2 design and the Mechanical Infrastructure project to ensure continuity. Requirements for fixtures, finishes, colors, way finding etc. are to match the approved Phase 1 and Phase 2 design documents. See Part 6 Attachment 1.2-1.4 for Phase 1 and 2 designs and approved color board. Construction interaction and coordination between Phase 1, Phase 2 and the Mechanical Infrastructure Contractors will be required and facilitated by the PACAF PMO through NAVFAC and the Contracting Officer. These meetings shall take place bi-weekly and as necessary to coordinate construction activities in B1102 and between the Phases and Projects. The meetings will be held in B1102 PMO Conference Room in B wing 1

st of 2

nd floor. The

notional schedule provided in Part 6 Attachment 2.4 is based on the Phase 1 and 2 schedules but shall be fully developed by the Phase 3 Contractor in accordance with Parts 2 and 3 of this RFP. Updated Phase 1, Phase 2 and Mechanical Infrastructure schedules will be provided for construction integration at the bi-weekly meetings or as they are provided to the B1102 PMO. 2.3.11 Building Commissioning: Provide Fundamental Commissioning to meet the requirements of USGBC LEED Rating System version 3 and UFGS section 01 45 00.05 20 Design and Construction Quality Control. At a minimum Commission the following systems: HVAC systems and controls, lighting controls, day lighting controls and occupancy sensors, refrigeration systems and controls, renewable energy systems, and domestic hot water systems. See the following "Engineering System Requirements" sections in Chapter 6 of the Project Program to determine any additional systems to be commissioned. The designated Commissioning Authority (CA) shall meet the qualifications of USGBC LEED Rating System version 3 and UFGS section 01 45 00.05 20 Design and Construction Quality Control. The CA shall report results, recommendations, and findings directly to the Government.

2.4 Design Codes and Standards

Construction shall be in accordance with the following codes, standards, regulations, NAVFAC Guides, manual, criteria, Interim Technical Guides (ITG), Engineering Technical Letters (ETL), and local requirements NAVFACHI PW6 600-01, “Public Works Utilities Criteria for Design and Construction: Electrical, Sewer, and Water”. If dates are not given for reference standards or criteria, the latest revision/edition is to be used. The most stringent shall govern where discrepancies occur. 1. U.S. Department of the Air Force

a) Air Force Environmentally Responsible Facility Guide. b) Air Force Handbook 32-1084; Facility Requirements. c) PACAF CAD Drawing Formats and Standards. d) Architectural Compatibility Study, Hickam Air Force Base e) Architectural Compatibility Requirements for Building 1102 2. U.S. Department of the Air Force – Air Force Instructions (AFI) a) AFI 31-101; Air Force Installation Security Program. b) AFI 32-1063; Electrical Power Systems 3. U.S. Department of the Air Force – Air Force Manuals (AFM) a) AFSSI 7703; Community Security: Protected Distribution Systems (PDS). b) AFM 32-1080; Electrical Power Supply and Distribution. c) NSTISSI 7703 but refer to AFSSI 7703 instead.



d) AFM 32-1082; Facilities Engineering Electrical Exterior Facilities. e) AFM 88-11, Volume 1; Sanitary and Industrial Wastewater Collection – Gravity Sewer and Appurtenances. 4. U.S. Department of the Air Force – Air Force Occupational Safety and Health (AFOSH) a) AFOSH 91-501; Fire Protection and Prevention. 5. U.S. Department of the Army – Engineering and Support a) EM 385-1-1; Safety and Health Requirements Manual. 6. U.S. Department of the Army, Corps of Engineers – Technical Instructions (TI) a) TI-810-11; Heating, Ventilating and Air Conditioning (HVAC) Control Systems. b) TI-811-16; Lighting Standards. 7. Engineering Technical Letters (ETL) a) All current and applicable Engineering Technical Letters ETLs available on line from the

Air Force Civil Engineering Service Agency AFCESA. http://www.wbdg.org/ccb/browse_cat.php?o=33&c=125

8. Unified Facilities Criteria (UFC) a) All current and applicable UFCs available on line through http://www.wbdg.org such as:

1) UFC 1-200-01 IWP; General Building Requirements. 2) UFC 2-600-01; Installation. 3) UFC 3-100-01N; General Architectural and Interior Requirements. 4) UFC 3-120-10; Interior Design. 5) UFC 3-301-01; Structural Engineering. 6) UFC 3-310-04; Seismic Design for Buildings. 7) UFC 3-400-01 Energy Conservation. 8) UFC 3-410-01FA Heating, Ventilation and Air Conditioning. 9) UFC 3-410-02A Heating, Ventilating and Air Conditioning (HVAC) Control Systems. 10) UFC 3-420-01 IWP; Plumbing Systems. 11) UFC 3-440-05N IWP; Tropical Engineering. 12) UFC 3-600-01 IWP; Fire Protection Engineering for Facilities. 13) UFC 4-610-01 Administrative Facilities. 14) UFC 4-021-01; Mass Notification System. 15) UFC 3-400-02 Design: Engineering Weather Data.

16) UFC 3-410-02N HVAC and Dehumidifying Systems. 17) UFC 3-501-01; Electrical Engineering. 18) UFC 3-520-01; Interior Electrical Systems.

19) UFC 3-530-01; Design: Interior & Exterior Lighting and Controls. 20) UFC 3-540-04N; Diesel Electric Generating Plants. 21) UFC 3-550-01; Exterior Electrical Power Distribution. 22) UFC 3-560-01; Electrical Safety, O&M. 23) UFC 3-580-01; Telecommunications Building Cabling Systems Planning and Design. 24) UFC 3-580-10; Navy and Marine Corps Intranet (NMCI) Standard Construction Practices.

9. Military Handbooks (MIL-HDBK) a) MIL-HDBK-1005/7A; Water Supply Systems. b) MIL-HDBK-1005/8A; Domestic Water Controls.

10. Architectural References

1. National Fire Codes, published by the National Fire Protection Association (NFPA). 2. NFPA101, Life Safety Code.

http://www.wbdg.org/ccb/browse_cat.php?o=33&c=125

http://www.wbdg.org/



3. International Building Code. 4. Architectural Compatibility Study, Hickam Air Force Base. 5. Architectural Compatibility Requirements for Building 1102. 6. Unified Facilities Criteria, Department of Defense Minimum, Antiterrorism Standards for Buildings, UFC 4-010-01. 7. Americans with Disabilities Act Accessibility Guidelines for: Buildings and Facilities (ADAAG), Federal Standard F-795 Uniform Federal Accessibility Standards. Where these criteria conflict, the most stringent requirement shall apply. 8. LEED V3.0. 9. Air Force Environmentally Responsible Facilities Guide: www.afcee.brooks.af.mil/dc/dcd/arch/rfg/index.html 10. Unified Facilities Guide Specifications (UFGS). 11. Air Force Handbook 32-1084, Facility Requirements. 12. PACAF CAD Drawing Formats and Standards. 13. American Architectural Manufacturer's Association (AAMA). 14. Architectural Woodworking Institute, AWI Quality Standards, Guide Specifications and Quality Certification Program. 15. Builders Hardware Manufacturers Association, ANSI/BHMA. 16. Underwriters Laboratories (UL). 17. Tile Council of America (TCA) Handbook for Ceramic Tile Installation. 18. Master Painters Institute (MPI) Architectural Painting Specifications Manual. 19. Architectural Sheet Metal Manual prepared by Sheet Metal and Air Conditioning Contractors National Association, Inc. 20. Historical Programmatic Agreement For Building 1102 21. Preservation Design Plan for Building 1102

NOTE: The Contractor will review and become familiar with the Programmatic Agreement (PA) found in Section 6 Attachment 2. Questions and concerns regarding the PA or other historic issues will be directed to the historic preservation parties (including, the Air Force, the State Historic Preservation Officer (SHPO), and the Advisory Council on Historic Preservation (ACHP) and other consulting parties including but not limited to the National Trust for Historic Preservation, the Historic Hawai’i Foundation, the Office of Hawaiian Affairs (OHA) and the National Park Service for clarification. The Contractor shall also become familiar with the Preservation Design Plan for Non-Residential Buildings at Hickam AFB also in Section 6 Attachment 2.

11. Mechanical References

1. Code of Federal Regulations Government Printing Office Washington, DC 20402 a) 10 CFR 435 Energy Conservation Program for Consumer Products. 2. American Society of Heating, Refrigerating and Air Conditioning Engineers 1791 Tully Circle NE Atlanta, GA 30329-2305 a) ASHRAE 90.1 Energy Efficient Design of New Buildings Except Low-Rise Residential Buildings. b) ASHRAE Handbook Handbook, Application I-P Edition. 3. UFC 3-410-01FA a) Design: Heating, Ventilation and Air Conditioning. 4. TI-810-11 a) Heating, Ventilating and Air Conditioning (HVAC) Control Systems. 5. Air Movement and Control Association 30 W. University Drive Arlington Heights, IL 60004-1893 a) AMCA 210 Laboratory Methods of Testing Fans for Rating. 6. Air Conditioning and Refrigeration Institute, 4301 North Fairfax Drive, Arlington, VA 22203 a) ARI 445 Room Air-Induction Units. b) ARI 880 Air Terminals.

http://www.afcee.brooks.af.mil/dc/dcd/arch/rfg/index.html



7. American Bearing Manufacturers Association, 1200 19th Street, NW Washington, DC 20036-4303 a) AFBMA Std 9 Load Ratings and Fatigue Life for Ball Bearings. b) AFBMA Std 11 Load Ratings and Fatigue Life for Roller Bearings. 8. American Society for Testing and Materials, 100 Bar Harbor Drive, West Conshohocken, PA 19428-2959 a) ASTM E84 Surface Burning Characteristics of Building Materials. b) ASTM C 534 Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form. c) ASTM C 552 Cellular Glass Thermal Insulation. d) ASTM C 591 Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation. e) ASTM B 280 Seamless Copper Tube for Air Conditioning and Refrigeration Field Service. 9. American Society of Heating, Refrigerating and Air Conditioning Engineers, 1791 Tully

Circle. NE Atlanta, GA 30329-2305 a) ASHRAE Handbook-IP Handbook, Fundamentals I-P Edition. b) ASHRAE 52.1 Gravimetric and Dust-Spot Procedures for Testing Air-Cleaning

Devices Used in General Ventilation for Removing Particulate Matter. c) ASHRAE 62.1 Indoor Air Quality. d) ASHRAE 90.1 Energy Standard for Buildings Except Low Rise Residential

Buildings. 10. Associated Air Balance Council, 1518 K Street NW, Suite 708 Washington, DC 20005 a) ABC MN-1 National Standards for Testing and Balancing Heating, Ventilating, and Air

Conditioning Systems. 11. Manufacturers Standardization Society of the Valve and Fittings Industry. a) MSS SP-58 Pipe Hangers and Supports - Materials, Design and Manufacture. b) MSS SP-69 Pipe Hangers and Supports - Selection and Application. 12. National Environmental Balancing Bureau, 8575 Grovemont Circle, Gaithersburg, MD

20877- 4121 a) NEBB Procedural Standards Procedural Standards for Testing Adjusting Balancing of Environmental Systems.

13. National Fire Protection Association, One Batterymarch Park Quincy, MA 02269-9101 a) NFPA 90A Installation of Air Conditioning and Ventilating Systems. b) NFPA 255 Method of Test of Surface Burning Characteristics of Building Materials. 14. Sheet Metal and Air Conditioning Contractor’s National Association, PO Box

221230,Chantilly, VA 20153-1230 a) SMACNA HVAC Duct Const Standards. b) HVAC Duct Construction Standards. 15. Underwriters Laboratories, 333 Pfingsten Road, Northbrook, IL 60062-2096 a) UL Heating and Cooling Equipment. 16. International Association of Plumbing and Mechanical Officials, 20001 Walnut Drive,

South Walnut, CA 91789-2825 a) IAPMO Z124.5 Plastic Toilet (Water Closets) Seats.

17. Air Conditioning and Refrigeration Institute (ARI) a) ARI 1010 Self-Contained, Mechanically Refrigerated Drinking-Water Coolers. 18. American Society of Mechanical Engineers, International Three Park Place, New York,

NY 10016-5990 a) ASME A112.19.1 Enameled Cast Iron Plumbing Fixtures. b) ASME A112.19.2 Vitreous China Plumbing Fixtures. c) ASMR A112.19.4 Porcelain Enameled Formed Steel Plumbing Fixtures. d) ASME B16.22 Wrought Copper and Copper Alloy Solder Joint Pressure Fittings. e) ASME B16.18 Cast Copper Alloy Solder Joint Pressure Fittings.

19. Cast Iron Soil Pipe Institute



a) CISPI 301 Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications.

b) CISPI 310 Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping.

c) CISPI HSN-85 Neoprene Rubber Gaskets for Hub and Spigot Cast Iron Soil Pipe and Fittings.

12. Electrical References

1. National Electric Code (NEC). 2. National Electrical Safety Code (NESC). 3. National Fire Protection Association (NFPA). 4. Underwriters Laboratory (UL). 5. National Electrical Manufacturer’s Association (NEMA). 6. American National Standards Institute (ANSI). 7. Institute of Electrical and Electronics Engineers (IEEE). 8. The American Electrician’s Handbook by Croft. 9. Telecommunications Industry Association. 10. NSTISSI #7003, Protected Distribution System. 11. TI 800-01 Electrical Design Criteria. 12. MIL-HNBK 1012/3 Telecommunication Premise. 13. TIA/EIA 568-A Commercial Building Telecommunications Wiring Standard. 14. UFC 3-501-01; Electrical Engineering. 15. UFC 3-520-01; Interior Electrical Systems. 16. UFC 3-530-01; Design: Interior & Exterior Lighting and Controls. 17. UFC 3-540-04N; Diesel Electric Generating Plants. 18. UFC 3-550-01; Exterior Electrical Power Distribution. 19. UFC 3-560-01; Electrical Safety, O&M. 20. UFC 3-580-01; Telecommunications Building Cabling Systems Planning and Design. 21. UFC 3-580-10; Navy and Marine Corps Intranet (NMCI) Standard Construction Practices.

Note: this is not the only TIA/EIA standard applicable to this project. 13. Fire Protection References

1. UFC 1-200-01, Design: General Building Requirements. 2. UFC 3-600-01, Design: Fire Protection Engineering for Facilities. 3. International Building Code (IBC). 4. NFPA 10, Portable Fire Extinguishers. 5. NFPA 13, Installation of Sprinkler Systems. 6. NFPA 72, National Fire Alarm Code. 7. NFPA 80, Fire Doors and Fire Windows. 8. NFPA 90A, Installation of Air Conditioning and Ventilating Systems. 9. NFPA 101, Safety to Life. 10. ADA Accessibility Guidelines for Buildings and Facilities (ADAAG). 11. UL Fire Protection Equipment Directory. 12. UL Building Materials Directory. 13. UL Fire Resistance Directory. 14. Unified Facilities Guide Specification (UFGS). 15. UFGS 07 84 00 Fire stopping. 16. UFGS 28 31 63.00 20 Analog/Addressable Interior Fire Alarm System. 17. UFGS 21 13 13.00 10 Wet Pipe Sprinkler System, Fire Protection. 18. FM P7825, FM Global (FM), 2010 Approval Guide. 19. Engineering Technical Letter (ETL) 99-4: Fire Protection Engineering Criteria and Technical Guidance – Emergency Lighting and Marking of Exits. 20. UFC 4-021-01, Design and O&M: Mass Notification Systems. 21. UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings.



22. NAVFAC Criteria 1. ITG FY05-02 NAVFAC Humid Area HVAC Design Criteria Engineering & Construction Bulletin (ECB) 2. ECB 2011 – 01 Navy Shore Energy Building Standard. 3. ECB 2009-02 USGBC LEED Proj. Registration Implementation. 4. ECB 2008-01 EPACT Implementation & USGBC LEED Cert.

23. Energy Conservation 1. 10 CFR Part 433, 10 CFR Part 34, 10 CFR Part 436 2. ASHRAE Standard 90.1 3. Energy Independence and Security Act of 2007 (EISA 2007) 4. Energy Policy Act of 2005 (EPACT 2005) 5. Executive Order 13423 6. Executive Order 13514 7. UFC 3-400-01 Energy Conservation

24. Security References 1. Intelligence Community Standard/Intelligence Community Directive 705 (April 2012) 2. Department of Defense 5200.01 Volume 3 (February 2012 as Amended March 2012)

2.5 Antiterrorism Criteria The project design and construction shall comply with the latest edition of the Unified Facilities Criteria UFC 4-010-01 Minimum Antiterrorism Standards for Buildings as applicable. Design the facility to comply with UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings. This entire project is not mandated to implement all anti-terrorism/force protection considerations due to its scope. However, while making major changes, it is prudent to incorporate them where possible when cost changes are minimal. The project does not require additional seismic or ATFP upgrades. Specific areas where ATFP upgrades are required are at the exterior window assemblies that will be replaced in conjunction with the demolition of the thru window AC units and louvers. This affects 15 windows on A3rd, 14 windows on C3rd, 7 windows on D3rd, 2 windows on L3rd and 1 window on LW2-3

rd.

2.6 Special Design Challenges Building 1102 is a fully operational Headquarters facility for PACAF that comprises of various mission critical, 24-hour/7-days per week operations. Due to the critical nature and operation of the facility, the building must remain fully operational during all construction processes with the exception of the immediate wing/floor area under construction. For this reason the Phase 3 construction activities will require sub-phasing to limit the impact of construction activities to the on-going and continued operation of the building infrastructure and occupants. In addition, some tasks and activities will need to be schedule during off duty hours and or weekends. This work shall conform to Section 01 14 00.05 20 WORK RESTRICTIONS. Also, work will be done in stages such that an area will be repaired, government employees will move into it, and then the area they left will be repaired.

2.6.1 Schedule: A Network Analysis Schedule (NAS) shall be provided in accordance with Part 2 of this RFP. A preliminary Sub-Phasing diagram has been included in Part 6 Attachment 2 Project Documents. This preliminary sub-phasing diagram serves as a guide for the D-B Contractor to further develop their design and construction schedule with Government input and approval. Contractors do not have to necessarily follow the sub-phasing diagram; it is just an optional route that can be taken. The actual schedule prospective Contractors will follow will most likely be created based on several factors, i.e. available resources, available wing spaces, crew types, a better understanding of aggressive durations, actual scope and their estimated bid value. Also note that Phase 1 and 2 dates are a conservative estimate of durations for the completion of their work. Contractors should note that they will be required to interface and coordinate with the Phase 1 and Phase 2 Contractors in order to accomplish Phase 3 scope of work. The Phase 1 and Phase 2 scope areas are indicated in the contract documents. The proposed sub-phasing diagram attempts to minimize the



potential for conflict but bidders should be aware of this additional effort to schedule and complete the work. Note that there will be no fast tracking allowed under this contract, i.e. design must be 100% complete and approved along with the NAS prior to the start of construction. Refer to: Part 2 General Requirements, 01 33 10.05 20 Design Submittal Procedures. The Contractor will restrict his construction activities to the immediate area(s) of construction and shall not conflict with the operation of existing and on-going Building 1102 operations. The Contractor shall identify with the PMO through NAVFAC and the CO utilities in the Phase 3 scope of work area that need to remain or have temporary bypass to maintain service to areas outside of the Phase 3 scope of work area. Utility shut downs shall be coordinated with the Contract Officer a minimum of 30 calendar days prior to the scheduled outage. The Contractor shall limit utility outages to the affected work area to the greatest extent possible. If a utility outage affecting currently occupied areas of the building is required, the outage shall be scheduled after normal working hours i.e. weekend or Federal holidays in accordance with 01 14 00.05 20 WORK RESTRICTIONS FOR DESIGN BUILD. These outages will be coordinated with the Contracting Officer and B1102 PMO.

Move-in process to be completed during weekend hours to avoid occupant disruption, however, if construction of a wing area were to complete during the week the Contractor should allow a minimum of 4 full working days for the government to complete the move-in process. Adjacent activities shall be sequenced together as possible. Government to verify available adjacencies in Contractor’s proposed schedule on a case by case basis pending receipt of appropriate documents indicating areas requested. See Part 2 Spec Section 01 32 17.00 20 Paragraph 1.2. 2.6.2 Secured Areas: Building 1102 contains a number of Sensitive Compartmented Information Facilities (SCIF’s) and Secured Open Storage Areas (SOSA’s). Due to the sensitive nature of the operations performed in these areas special consideration and procedures will need to be adhered to and implemented by the D-B Contractor in his performance within these areas. This will include but is not limited to; advance notification for site access, escort/monitoring of work and installation of temporary security barricades, additional time for SCIF and SOSA construction approval and accreditation. The D-B Contractor will need to coordinate the specific requirements for access and security of these areas with the Contracting Officer and B1102 PMO. The Contractor shall notify the Contracting Officer and B1102 PMO 30 calendar days prior to commencing construction/demolition activities or for site investigations lasting more than 1-hr to allow for B1102 PMO to coordinate escorts. For site visits lasting 1-hr or less the Contractor shall coordinate access a minimum of 72-hrs in advance with B1102 PMO through the Contracting Officer. Although Phase 3 Wing/Floor areas for repair are not SCIF areas, incidental impacts to SCIF areas during construction must comply with the UFC’s and Intelligence Community Standard/ Intelligence Community Directive (ICS/ ICD) 705, Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities (SCIF) Version 1.0 (IC Tech Spec-for ICD/ICS 705 dated April, 2012) or latest edition at time of contract award. Some of the unique requirements specific to SCIF areas includes but is not limited to a special review and approval process for both the design and construction phases, sound attenuation requirements, unique security and access controls. Note, the existing concrete floor/ ceiling slabs provide adequate STC ratings unless altered by penetrations, saw cuts, etc. SOSA areas in Phase 3 include the new classified communications rooms to be built in Phase 3 on D3rd and work to terminate pathways in the classified communications rooms serving A3rd, B3rd, C3rd, D3rd, L3rd, LW2-3

rd and LW4-3

rd. Phase 3 shall also provide SOSA for offices on B3rd 1 each, D3rd 2 each,

L3rd 1 each and LW4-3rd

1 each. See Part 6 Attachment 1.1 for the specific locations. Unique requirements related to SOSA include security alarm and access control devices, hard wall construction



from true floor to true ceiling and design review and approval by local Security Force and Information Protection Personnel. See Part 6 Attachment 2.5 for SOSA construction guidance. 2.6.3 Physical Hazards and Environmental Constraints: Building 1102 has outdated infrastructure, fire-life safety code deficiencies, and inadequate work environment spaces. The building infrastructure includes electrical, water, and sewer systems that date to its initial construction, and are in need of repair and updating. Communication lines including phone and LAN lines were installed wherever space allowed, as the original building design did not accommodate these features. Similarly, the HVAC systems and equipment were added over the years and are now in need of repair or replacement. Interior office spaces range from barely adequate to excellent work environments. Asbestos and other hazardous materials such as lead based paint (LBP), arsenic, mercury, Polychlorinated Biphenyl (PCB), mold and mildew are present in some of the Phase 3 scope of work areas. The Contractor will be required to review the existing HAZMAT reports located in Part 6 Attachment 2, and provide additional sampling and analysis as necessary to determine the extent of the HAZMAT. For bidding purposes, if not addressed in the existing HAZMAT reports, it can be assumed that the entire floor areas in the Phase 3 scope contain ACM in the floor tile and mastic, 10% of interior partitions are transite and 10% are canec wall panels, all paint is LBP, and all of the lights to be demolished contain mercury and 10% contain PCB ballasts. 2.6.4 Contractor Laydown and Staging Area: A staging and parking area will be provided to the Contractor for use during the construction activities. The proposed staging area will be located in the adjacent field directly south of Building 1102. Power and water services will be provided to the Contractor. The Contractor will be responsible for providing a construction office, fencing, telephone and other services deemed necessary for the completion of the project.



3.0 SITE ANALYSIS 3.1 Existing Site Conditions Building 1102 is a 70 year old building with outdated infrastructure, fire-life safety code deficiencies, and inadequate work environment spaces. The building infrastructure includes electrical, water, and sewer systems that date to its initial construction, and are in need of repair and updating. Communication lines including phone and LAN lines were installed wherever space allowed, as the original building design did not accommodate these features. Similarly, the HVAC systems and equipment were added over the years and are now in need of repair or replacement. Interior office spaces range from barely adequate to excellent work environments. Asbestos and other hazardous materials such as lead based paint (LBP) and mercury are present in some of the Phase 3 scope of work areas.

3.2 Site Development Requirements The original building was designed as a barracks with a greater level of focus placed upon the utilitarian aspect of the building over the aesthetic concerns. This repair project seeks to honor the original intent of the facility’s utilitarian aesthetic quality while at the same time providing an attractive modern office environment. Thus the architectural design concepts developed for this repair project seek to bring the building aesthetics back to a utilitarian feel. This will be achieved by leaving ceiling spaces open and exposing the existing exterior concrete walls. In addition the selection and use of new interior finishes has been carefully coordinated to enhance the building spaces without detracting from the building’s existing utilitarian character. This includes the use of suspended grid and acoustic ceiling tile system in limited areas only as appropriate based on room function and requirements. As the B1102 evolved into an administrative facility over the years, utility infrastructure was not coordinated and consistently placed in the facility. Phase 3 will expand on the efforts of Phase 1 and 2 to construct infrastructure cores and standardize the location of utilities in the Phase 3 scope of work areas. Phase 3 will also fully develop the Programmatic Sketches for the prototype office areas included in Part 6 into construction documents with the appropriate details and schedules to complete the repair of the Phase 3 scope of work areas.

3.3 Required Additional Information

The Contractor will, at their own expense, provide additional investigation, surveys, etc. that are necessary to complete the design after-award and construction of the wing-floor areas under this Phase 3 repair project. Any such site investigation activities shall be coordinated with the Contracting Officer, NAVFAC and B1102 PMO representatives. In addition, the contractor shall coordinate access to the base drawing vault for as-builts related to Phase 3.

3.4 Site Conditions Verification Contractor shall examine the site and determine the existing conditions and general character of the site. Arrangements for a site visit may be made by contacting the Contracting Officer or representative. Site visits should be arranged at least five (5) working days in advance of the intended date of visit. Claims for additional costs due to conditions that could have been verified by site investigations will not be permitted.

3.5 Construction Limits

The Contractor will be allowed to use areas turned over to them for repair, while keeping them safe, neat, and clean. Areas outside of the specific areas being repaired that are needed to support the work, such as for construction trailers or storing materials, need to be coordinated with the Contracting Officer and the PMO. Access to such areas under repair will be coordinated with Contracting Officer and PMO prior to beginning the repair in that area. All areas not immediately associated with construction activities shall remain occupied by the government. Limit construction area and access to greatest extent possible, coordinate exact limits with



government to allow owner access and emergency egress. Also see Part 6 Attachment 1.1-1.3 for additional information.

3.6 Environmental Hazardous materials including asbestos-containing material (ACM), lead-based paint (LBP), aresenic, mercury, Polychlorinated Biphenyl (PCB) light ballasts, mold and mildew exist in Building 1102. A hazardous materials survey has been performed and the results are in Part 6 Chapter 2, Project Documents. The Contractor shall verify the information provided and perform additional survey, sampling, and testing for complete abatement. Based on the survey provided, the contractor will estimate the amount of remediation needed for each Wing-floor part of Phase 3 and include that in the cost for each of those areas of the building. For bidding purposes, if not addressed in the existing HAZMAT reports, it can be assumed that the entire floor areas in the Phase 3 scope contain ACM in the floor tile and mastic, 10% of interior partitions are transite and 10% are canec wall panels, all paint is LBP, and all of the lights to be demolished contain mercury and 10% contain PCB ballasts. Contractor will need to provide inspector/risk assessor certificates for their people who perform hazardous materials surveys, including asbestos-containing materials and lead-based paint. Then plans for abatement, handling, storage, and disposal of hazardous materials shall to be provided to the Contracting Officer.

3.7 Other Projects in Area

Other work will be going on in or near the Repair B1102 Phase 3 work. Currently, the B1102 Repair Phase 1 and 2 are in progress. These projects affect the interior, block some entrances, and create access restrictions to the underside of the building. If work for the Repair B1102 Phase 3 project needs to be done in the same areas at the same time as these other projects work is done in that area, coordination will need to be arranged through the Contracting Officer and PMO. Other smaller projects will, occasionally, be done in B1102 from time to time and these may require some coordination.

3.8 Demolition Considerations and Requirements

Demolition work shall consist of the complete removal of all existing wing-floor area improvements constructed/installed during the conversion of the facility from a barracks to an administrative office and original non-historic construction such as utilities, in the scope of work areas A3rd, B3rd, C3rd, D3rd, L3rd, LW2-3

rd and LW4-3rd. These improvements include but are not limited to:

a. Interior partition walls, doors, furring, wall base, non-historic wall tile and doors b. Floor finishes – carpet, resilient floor tile including mastic, ceramic tile c. Ceiling finishes – paint, acoustic ceiling tile including mastic if applied directly to concrete,

gypsum board ceilings and soffits d. Thru window air conditioning (AC) units e. Window assemblies associated with window AC units f. HVAC systems and partial HVAC systems including duct work associated with AC and

ventilation g. Chill water piping not serving the new air handling units (AHU) provided in Phase 1 or 2 h. Plumbing not serving the new restrooms, kitchenettes, janitors closets and mechanical

rooms provided in Phase 1 or 2 i. Electrical panels, transformers, apparatus, conduit and wiring j. Lighting and associated conduit, wiring and panels k. Communication conduit and wiring l. Existing fire and security detection, alarms, conduit, wiring and panels m. Existing furniture and furniture wall partitions n. Abandoned piping

The Contractor shall include abatement activities and incorporate removing existing asbestos containing materials (ACM), lead-based paint (LBP), Polychlorinated Biphenyl (PCB), arsenic, mercury containing fluorescent bulbs and other hazardous materials such as mold and mildew from the project areas identified in the HAZMAT reports included in Part 6, Chapter 2 Project Documents. The contractor shall



verify the information provided and perform additional surveys, sampling, and/or testing for complete abatement as necessary and take appropriate action to resolve any suspect or unknown conditions for hazardous materials. Complete all environmental abatement prior to start of other demolition work. Verify required schedule with Contracting Officer and PACAF PMO. The contractor shall coordinate demolition activities with the PMO through NAVFAC and the Contracting Officer to identify utilities and historic features that will not be included in the demolition work. In addition, as part of the project, prior to demolition work, identify all active chill water and plumbing piping, electrical, communications, security and fire alarms systems to be removed after service has been transferred to new systems provided in Phase 3. The Contractor is responsible for maintaining existing utility service with temporary bypass for all utilities to wing/floor areas not in Phase 3 scope if active utilities pass through the Phase 3 scope of work area. Demolition work should exclude existing utility infrastructure if a temporary bypass and/or relocation is not deemed feasible. An example would be the Top Secret Protected Distribution System (TS PDS) that passes through A wing 3

rd floor which is included in this

phase of construction. Certain PDS will remain and will be tagged and identified during the Pre-Demo walk through. It shall be the Contractor's responsibility to protect existing features not specified for removal including historical features as well as utilities and similar items which if damaged shall be replaced in kind at no cost to the Government. The inner and outer perimeters of the Lightwells, stairwells, treads and risers, handrails and balustrades, and the blocks surrounding the stairwells, are considered historic and should be retained as much as possible in their original appearance. See Part 6 Attachment 2 historic documentation. Methods, sequence of operations and equipment shall be in accordance with EM 385-1-1. See also Part 6 Attachment 1.1 and 2 for additional information and requirements.



4.0 BUILDING REQUIREMENTS 4.1 Space Tabulation: Current UFC 4-610-01 and Air Force guidelines, primarily AFH-1084 have been used for developing space authorizations for the final wing/floor layouts.

4.2 Space Relationships: The scope of work for this project consists of the completion of the design documents based on the Programmatic Sketches as well as the Phase 1 and Phase 2 Design Documents contained within this package. The scope of work also includes the completion of all related demolition and construction for the portions of Building 1102 as indicated in the project documents. There are 10 wing/floor areas in Phase 3; three (3) Long Wing (A3rd, C3rd, D3rd) Executive Zones; three (3) Long Wing (A3rd,C3rd,D3rd) Administrative Zones; one (1) Short Wing (L3rd); one (1) Middle Wing (B3rd); two (2) Lightwell (LW2-3rd and LW4-3rd). The wing/floor areas include utility core areas with electrical rooms, janitor’s closets, restrooms, communications rooms and mechanical rooms. For the Long Wings (A3rd, C3rd, D3rd) the utility core is located in the center of the wings. For the Short Wing (L3rd) and the Middle Wing (B3rd) the utility core is located in the Lightwell (LW2-3rd and LW4-3rd). The Lightwells are hubs for circulation, as well as, electrical and communications distribution, from which each of the wing/floor areas are connected. Please see Part 6 Attachments 1.1-1.3 for more information. Each of the long wings has restrooms, electrical rooms, communications rooms, janitor’s closets, two fan rooms and two kitchenettes oriented in a utility core around the central stair. The Executive Zone and the Administrative Zone will have their own fan rooms and kitchenettes while the electrical rooms and communication rooms are on opposite side of the central stair area. This requires power and communications to be fed across the stair to the other side of the wings. The Phase 3 design shall provide equipment, apparatus, conduit and cabling identical to the commercial power distribution i.e.100% redundant side-by-side panels as shown in the Phase 1 and 2 design. For each wing/floor areas, certain sytems and devices such as security systems (devices, detection, alarms, etc.), access control systems (keypads, devices, etc.) for secret open storage and controlled access areas, fire protection systems (panels, devices, alarms, strobes, signs etc), communications rooms and VAC for communications rooms shall be connected to the emergency generator system. In addition, the 100% redundant emergency generator power panel configuration shall allow for each wing/floor area to be connected to emergency power independently from the other wing/floor areas as shown in the Phase 1 and 2 design. The emergency power design shall also address the following special conditions:

1. Executive Zone is connected to emergency power and the Administrative Zone is not connected to emergency power. Note that the communications rooms and their associated source of AC are located in the Administrative Zone. See also Part 6 Attachments 1.1-1.3.

2. Administrative Zone is connected to emergency power and the Executive Zone is not connected to emergency power. Note that the communications rooms and their associated source of AC are located in the Administrative Zone. See also Part 6 Attachments 1.1-1.3.

3. The Short Wing is connected to emergency power but the Lightwell and Middle Wing are not connected to emergency power. Note that the communications rooms and their associated source of AC are located in the Lightwell. See also Part 6 Attachments 1.1-1.3.

4. The Middle Wing is connected to emergency power but the Lightwell and Short Wing are not connected to emergency power. Note that the communications rooms and their associated source of AC are located in the Lightwell. See also Part 6 Attachments 1.1-1.3.

5. The Lightwell is connected to emergency power but neither the Short Wing or the Middle Wing are connected to emergency power

6. No wing/floor areas are connected to emergency power but security, access control and fire protection devices are required to be connected to emergency power

7. See also Part 3 Chapter 6 D50 for additional information



The short and middle wings will have their own fan room and kitchenette but their corresponding restrooms, communications and electrical rooms are located in the Lightwells. Each of these areas shall also be provided with the equipment, apparatus, conduit and cabling to be connected to emergency power independently from the surrounding wing/floor and Lightwell areas. Phase 2 has constructed fully operational restrooms, electrical rooms and janitors closest on A wing 3

rd

floor (A3rd), C wing 3rd

floor (C3rd), and Lightwell 2-3rd

floor (LW2-3rd

). Phase 2 has also completed the construction of communications room for A3rd and C3rd. Phase 3 will construct the pathway from these rooms to serve A3rd and C3rd and connect them to their respective fan rooms. Phase 3 will also construct the new communications rooms in D3rd and LW4-3

rd to serve

D3rd, B3rd, L3rd and LW2-3

rd and

LW4-3rd

. Communications electronics and cabling to be provided under a separate contract. See Part 3 Chapter 2 and Part 6 Attachment 1.1-1.3 for additional information. Phase 1 and 2 have also constructed repairs to the central stair lobbies for A3rd and C3rd and “U-shape” stairs at A, C and L wing. These stair areas also serve as the two 1-hr rated means of egress for A3rd and C3rd. Phase 3 will complete the construction of the repairs to the central stair and “U-shape” stair at D wing. See Part 3 Chapter 2 and Part 6 Attachment 1.1-1.3 for additional information. Phase 1 and 2 have provided points of connection for mechanical, electrical, plumbing, communication and fire detection, alarms and suppression for A3rd, B3rd, C3rd, D3rd, L3rd, LW2-3

rd and LW4-3

rd. See

Part 3 Chapter 2 and Part 6 Attachments 1.2 and 1.3 for additional information. Points of connections of utilities required to complete the wing repair may be outside the immediate floor area. The contractor is responsible for this work that may occur outside of the “immediate floor repair area” in order to complete the construction. Glazing/ tinting and window framing to match existing. All window frames and panes will need to be leveled and sealed, latches welded closed to prevent opening. Approximately 40 window assemblies will need to be replaced after window mounted A/C units and louvers are removed on A3rd, C3rd, D3rd, L3drd and LW2-3

rd. Replacement windows and frames shall comply with ATFP requirements.

New fire alarm and sprinklers will be installed in all of the Phase 3 scope of work areas. See Part 6 Attachments 1.2 and 1.3 for work completed in A3rd, C3rd, LW2-3

rd and LW4-3

rd and points of connection

to the Fire Alarm and Fire Suppression Systems for Phase 3 provided under Phase 1 and 2. Phase 3 is required to expand and complete the Fire Alarm and Suppression Systems for these areas which may require relocation and reconfiguration of the systems to comply with the prototype layout. See Part 6 Attachment 1.1 for the prototype layouts. Phase 3 will also provide the complete Fire Alarm and Suppression Systems for B3rd, D3rd, and L3rd and tie these systems into the existing Fire Alarm and Suppression Systems. See Part 6 Attachments 1.2 and 1.3 for tie-in locations. For fire suppression systems, where connecting to the existing system, offerors are to assume that the existing system as designed and constructed is acceptable. Where the contractor is constructing a completely new portion of the system from the main, across the backflow preventer to the wings, they are to follow UFC 3-600-10N. The D-B Contractor shall confirm design goals with the owner for all of the wing/floor and Lightwell areas to be constructed under this phase. See Part 3 Chapter 1 Section 1.4 Building 1102 Design Goals. In addition the D-B contractor shall develop the construction document package(s) to a ready to build level.. Part 3, including the Building 1102 Design Goals, as well as, Part 6 including the Programmatic Sketches along with the Phase 1 and 2 design documents serve as the basis to completely develop the drawings, specifications and design analysis for use in construction of the wing/floor and Lightwell areas noted in the RFP documents. Project concepts and layouts for Phase 3 were developed using the Unified Facilities Criteria as a basis for the development of the design concepts.



Design concepts to be incorporated into this project shall support achieving the project objectives detailed in Part 3 Chapter 1. include the following:

Create Efficient Building Circulation Pattern

Repair Existing Structure and Deteriorating Infrastructure

Honor the Past While Embracing the Present and Future

Encourage Flexibility

Standardization and Simplify

LEED elements

4.2.1 Efficient Building Circulation: Over the years the numerous remodel and renovation efforts have reduced or eliminated a clear and simple circulation patterns through the facility. One of the goals of this project is to create a simplified circulation pattern, thus increasing the efficiency of the facility and meeting life safety, and ADA requirements. To help increase the efficiency of the building circulation even more, a way finding system is being incorporated into the design of the Phase 3 effort. This consists of both active and passive means of way finding including signage and various floor and wall color pattern changes at key nodes and entry point locations to aide in identifying the building occupants current location within the facility. Phase 3 is to match the signage, colors and color patterns developed in Phase 1. Please see Part 6 Attachment 1.4 Way Finding and Finish Schedule.

4.2.2 Consolidation of Building Elements and Infrastructure: To continue in the overall effort to create an efficient facility, grouping of building functions, utilities and infrastructure systems is a key goal of this repair project. A program goal for this repair project is to follow UFC 4-610-01 guidance and provide utility core areas, circulation and office areas in a consistent and repeatable pattern i.e. prototype, throughout the facility. Please see Part 6 Attachments 1.1-1.3. The concept prototype designs group, restroom facilities, janitor’s closets, kitchenettes and other building utilities and infrastructure elements; including mechanical, electrical and communication spaces. By grouping these services and functions an efficiency of space and resource is created. It also allows these functions to be stacked providing vertical utility corridors outside of the office space and building circulation areas. This will assist in cleaning up the existing utility infrastructure which chokes corridors and reduces useable office space. In addition, concentrating the mechanical, electrical, communications and restrooms at standardized core locations at the central stair of the long wings and Lightwells, outside of the office areas, facilitates maintenance by allowing for access to the utilities without entering the office areas. This reduces interruptions to the building occupants and improves routine maintenance and emergency response as maintenance personnel don’t have to coordinate access into an occupied area or in many cases higher security areas. Access to higher security areas typically takes several days to coordinate and requires the area to be taken off-line stopping mission critical functions, making routine maintenance troublesome and responding in a timely manner to emergencies, such as chill water leaks, almost impossible. Another benefit of standardized locations for mechanical rooms and storage/file rooms is that it allows the floor strengthening improvements to be consolidated to a consistent area of each wing/floor area. Thus when organizations move throughout the facility they already know where their heavy equipment and files need to be located. Finally, developing a consistency of location for certain building elements helps to improve way finding throughout the facility. By standardizing the location of restrooms and other building program spaces throughout the facility a recognizable pattern becomes apparent to the building occupants in addition to improving efficiencies and building resources.



4.2.3 Encouraging Flexibility: The ever changing mission requirements of the building occupants call for a facility that allows and encourages flexibility. The prototype designs accomplish this by creating zones of flexibility in a controlled flexibility frame work.

Zones of Flexibility means that common building areas are consolidated and grouped in order to leave areas of large open spaces that can be modified as needed to accommodate mission requirements. The common building areas, such as, restrooms, electrical rooms, communications rooms, fan rooms, janitors closets and hard wall office spaces have been grouped and consistently organized to allow for large portions of each wing/floor area to remain flexible in its configuration and layout. Configuration of these large open areas is accomplished by utilizing a combination of bulkheads and demountable wall panels, in-lieu of traditional framed walls, and in the use of systems furniture. This will enable the building occupants the ability to easily modify the building layout to accommodate the ever changing mission requirements.

Controlled Flexibility is created by incorporating gypsum board bulkheads from 7’6” to the true concrete ceiling in a set grid spacing pattern. The bulkheads serve as a point of connection for the demountable walls. The bulkheads will also support the routing of utilities such as fire suppression lines, AC duct, electrical and communications conduit, thus preventing the need to customize and/or notch the demountable walls so they can be re-used in the future. See Part 6 Attachments 1.1-1.3.

4.2.4 Standardize and Simplify: In a building of this size (550,000 SF), simplification and standardization is key to creating a building that is user friendly, efficient, and adaptable to future needs. This repair project looks holistically at the entire building even though it is being completed over multiple phases. The concepts include standardized way finding colors, patterns and signage, vertical utility corridors, consistent location of utility rooms, restrooms, and office entrances. This standardization will improve a visitor’s familiarity with the space through repetitive patterns which will help to orient the user to the space. These concepts and standards will be carried through all phases of the repair project to produce a unified facility upon completion of the final phase of the project.

Standardization of the major circulation paths is a goal for this repair project. This concept has been incorporated into the prototype designs.

Circulation paths, vestibule and entry/stair nodes, will be standardized to simplify way finding through the building. A consistent standardized circulation pattern regardless of the wing or floor the building occupant is on, will aide in way finding through the facility. This will be created by simple, clear, and effective way finding devices; including finish colors and patterns for flooring and signage.

Restrooms and utility rooms will be consolidated and consistently located throughout the wings to enable the remaining portions of the wing(s) to remain open and flexible. The consistency of locating these various spaces allows for efficient stacking of utilities such as plumbing, communication and mechanical chases and helps define specific locations within the wing/floor and Lightwell areas.

Prototype Design will encourage flexibility in the use of the facility. As mission requirements change, the prototype designs will enable any unit to utilize the space with little need for modification. This will prevent the addition of interior partitions and utilities that block circulation paths and interrupt the repeatable pattern of the facility which leads to confusion and loss of workflow efficiency.

Floor strengthening will be provided in consistent locations throughout the facility. The existing building was designed to accommodate a 65 pound per square foot floor live loading (per Government information). In order to accommodate heavier (+/- 200 lbs/sf) floor live loading requirements such as, mechanical rooms, safe and file storage areas, and still



maintain flexibility of the wing layout the location of the structural upgrades to specific areas of the wing have been standardized. This will allow for changes in mission requirements and occupants to move throughout the facility by providing typical areas for heavy files, safes and equipment.

Interior finishes will be limited and consistently placed in the office areas and circulation paths. The interior finishes will include a small percentage of the overall building way finding color scheme. This color scheme divides the facility into quadrants with specific colors associated with each quadrant. This will facilitate users and guests understanding of their location in the facility and how to get to their destination.

Basic finish materials included Bio Based Tile (BBT) and carpet tiles for floor finishes with a consistent color pattern that will have way finding colors mixed in at specific locations such as entryways, and stair vestibules. In addition, accent colors have been chosen for the conference room walls to help reinforce the occupants location in the facility. At the Lightwells, U-Shape and Central Stairs, the historic glazed yellow tile will be restored and preserved adding to the finish pallet. The overall scheme provides an attractive modern office environment utilizing materials which are durable and attractive while at the same time re-introducing materials found in the building originally. Ceiling finishes will be exposed concrete that has been skim coated with cement plaster and painted. The ceiling finishes will also include limited use of suspended grid and acoustical ceiling tiles and gypsum board soffits in the executive office areas and conference rooms. Limiting the use of acoustical tile to executive office and conference spaces the inherent simplicity of the existing building structure can be seen. More importantly, it also helps to minimize rodent infestation and deteriorated indoor air quality from accumulated dust, fecal matter, poison and decaying animals. This strategy will also ensure utility infrastructure is routed in an organized conveyance such as cable trays or ladder racks because the cabling and conduit will be exposed. This will also facilitate maintenance to the systems. In addition, by removing the existing wall finishes and exposing the existing exterior concrete walls the intrinsic look of the building can be seen. The concrete and CMU walls in addition to underside of floor/ceiling slabs will be skim coated and painted to create a clean finished look for these building elements.

4.3 Exterior Character and Key Defining Historic Interior Features: See Part 3 Chapter 1 and Part 6 Attachment 2 regarding the Programmatic Agreement, Preservation Design Plan and Historical aspects of the building.

PHASE 3 REPAIR OF HQ PACAF B1102 PROJECT NO. KNMD 091041P3 JOINT BASE PEARL HARBOR – HICKAM, HAWAII


5.0 ROOM REQUIREMENTS Current Air Force guidelines, primarily UFC 4-610-01 and AFH 32-1084, are to be used for developing space authorizations for the final wing/floor layouts. Specific room requirements are as shown on the concept Programmatic Sketches included in Part 6 Attachment 1. Wall finishes; floor finishes; ceiling construction and finishes; exterior and/or interior doors; hardware; interior windows; special lighting, communication or electrical; moveable furnishings; appliances or equipment; fixed furnishings and casework are to follow the materials accepted and approved by the government in the Phase 1 and 2 Repair effort. Other requirements are as noted throughout other sections of this RFP and the ENGINEERING SYSTEMS REQUIREMENTS section, Part 3 Chapter 6. Typical information noted on the concept Programmatic Sketches or Engineering Systems Requirements are as follows: - Function of the room with typical adjacencies, controls, and special accessibility and circulation requirements. - Special dimensional requirements that will affect the size of the room - Acoustical requirements - Potential and office designation of occupants - Access (privacy and/or security) - Constraints

PHASE 3 REPAIR OF HQ PACAF B1102 PROJECT NO. KNMD 091041P3

JOINT BASE PEARK HARBOR – HICKAM HAWAII

PART 3 - CHAPTER 6 / ESR A10 - Page 1

6. ENGINEERING SYSTEMS REQUIREMENTS A10 GENERAL

Some reinforcing of the floor slab may be necessary for areas of increased loads from 50 psf to 200 psf, on a typical 20' x 20' floor framing bay. These areas typically occur at the fan rooms and directly adjacent to the fan rooms where the file/storage areas are located. See Part 6 Attachment 1.3 A-S-102 for typical locations in A3rd, C3rd and D3rd and an approved method for reinforcement for reference in completing the design documents. The Contractor is to determine the location and extents of floor strengthening for all floor areas to support the increased load from the fan room and file storage area for that wing/floor. The Contractors are to consider substituting TYFO Sch-41 Composite Reinforcing Fabric or equivalent in lieu of the approved steel plates as an option for reinforcing the floor slab. All floor strengthening work needs to meet Type 1B fire rating requirements. Note that Phase 2 will be providing the strengthening under the floor of A wing 3

rd floor for Phase 3 to tie-into. All other areas Phase 3 will complete the entire

reinforcement work. Structural Background: The HQ PACAF Building is a three-story 550,000 square foot reinforced concrete frame structure housing administrative spaces spread over 13 wings. Each wing is separated from the adjacent wings with expansion joints. Original construction drawings, dated 1938 are available for review, but no calculations or specifications are available. The first floor is built over an unoccupied crawl-space constructed of reinforced concrete slab/beams and girders supported with concrete columns on spread footings bearing on mud rock. The structural framing system for the second and third floor and roof is similar to the first floor. The roof has a pitched (4:12) wood frame false roof over the concrete slab roof system except at K wing which has a steel and heavy timber structure.

The live loading capacity of the existing floor system has been determined (by the Government) to be 65 pounds per square foot and no modifications will be made to the general office areas as the use is remaining as existing. The facility was not evaluated for seismic or AT/FP upgrades. Work that may affect the reinforced concrete structural elements within B1102 shall be surveyed with non-destructive means such as a pachometer, to locate existing rebar to minimize the cutting of existing rebar.

A1040 STRUCTURALLY SUPPORTED SLAB

As determined by the Designer of Record, provide a structurally reinforced slab for all areas of increased loads where it is determined to be necessary.

Structural Scope: The scope of the structural work for this Repair Project includes verification of design criteria and construction/reinforcement of specific floor areas at each wing. Flexibility of floor layout is one of the goals for this Repair Project. To achieve this goal and accommodate for the possible need for heavy floor loading, i.e. fan rooms, safes or concentrated file storage, the prototype design has consolidated these activities to a standard location within each wing, thus limiting the need to reinforce the floor slab over the entire wing. Current heavy floor loading requirements indicates that the floor needs to be strengthened to accommodate a maximum live load of 200 pounds per square foot within the designated heavy floor loading area(s). A preliminary structural evaluation of this building indicates required strengthening in the existing structural floor system in the negative moment regions of the beams/girders. See also Part 6 Attachment 1.3 Phase 2 Design Documents.




Structural Loads:

Gravity Loads Dead Loads….................Actual weight of existing structure and permanent architectural finishes and MEP equipment, D-B Contractor to verify. Live Loads Roof (reducible)…………………………………………………………………………...20 psf Office (current minimum design capacity)....................................50 psf + 15 psf (partition) Fan Rooms…………………………………………………125 psf or Actual Equipment Load Safe, Concentrated File Storage, Equipment……….…………………………….….200 psf Seismic Load Parameters Seismic Site Classification shall be determined in accordance with UFC 3-301-01, Structural Engineering, and the 2008 USGS Ground Acceleration Maps.

Wind Load Parameters Not required for existing construction.

Structural System: Floor Strengthening A preliminary analysis of the floor strengthening requirements has been completed. These areas include storage areas and other concentrated loads such as safes and fan rooms.

The existing floor framing consists of a reinforced one-way concrete slab supported at each end with concrete beams typically spaced at 6’-8” on center. The concrete beams are supported by girders and columns. Typical bay spacing is 20 ft each way.

The current approved method of strengthening of the existing floor slab at the designated heavy floor loading locations is as shown on Part 6 Attachment 1.3 Sheet A-S-002 and can be used as reference in completing the design documents. The contractor shall consider Fiber Reinforced Polymer (FRP) composites in lieu of the steel. All floor strengthening needs to comply with Type 1B requirements for fire rating.

Miscellaneous Construction Miscellaneous structural work includes new concrete maintenance pads for mechanical/electrical equipment, coordinating new penetrations through the existing structure, replacement of window assemblies to meet ATFP requirements and repairs to concrete elements not damaged in the attack on Pearl Harbor. See Part 6 Attachment 1.3 Sheets A-S-001 for additional information for reference in completing the design documents.

Structural References:

UFC 1-200-01, General Building Requirements, 16 Aug 10.

UFC 3-301-01, Structural Engineering, 27 Jan 10, With Change 1, 20 Jul 10.

UFC 3-310-04, Seismic Design for Buildings, 22 Jun 07, With Change 1.

IBC 2009, International Building Code (IBC) 2009.

ASCE 7-05 Minimum Design Loads for Buildings and Other Structures.

ACI 318-08 Building Code Requirements for Structural Concrete and Commentary.

ACI 301-05, American Concrete Institute “Specifications for Structural Concrete”.

ACI 440.2R-08, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures.

ICC AC125 Acceptance Criteria for Concrete and Reinforced and Unreinforced Masonry Strengthening Using Externally Bonded Fiber Reinforced Polymer (FRP) Composite Systems, 2010.




UFGS Unified Facilities Guide Specifications (UFGS). The following specification sections relating to the structural items of the work shall be required: UFGS-03 30 00.



PART 3 – CHAPTER 6 - C10 - Page 1 of 4

C10 INTERIOR CONSTRUCTION

SYSTEM DESCRIPTION The building’s interior design concept is to create an executive/professional office work area with a mixture of defined hard wall private offices, conference and meeting rooms, as well as, open office space, and specific locations for the use of bulkheads for the installation of demountable walls to create additional private offices, training areas etc. based on the needs of the occupant. Demountable walls are not part of this contract unless otherwise noted. Pilasters, columns and the exterior wall beneath the windows shall be furred out in order conceal the routing of utilities, communications, electrical and mechanical duct and to flush mount communications and electrical outlets. Floor to ceiling clear heights shall be 7’6” in the occupied spaces and 7’0” in the unoccupied spaces. Utilities shall be maintained at 7’6” or higher in the occupied space, 7’0” in unoccupied space, and be routed through the bulkheads, hard walls and furred pilasters, columns and exterior walls under the windows. Where utilities are exposed in the open ceiling space, they shall be painted to match the ceiling. The final plan in all of the areas, shall present itself as a high-end professional and executive office area. Interior construction includes full height interior partitions i.e. true floor to true ceiling, bulkheads, interior doors, hardware, and fittings as necessary for a complete and useable office space. Provide durable construction appropriate for the building function to include acoustical requirements defined in UFC 4-610-01 for command suites, private offices and conference/meeting rooms as well as acoustical and security requirements for higher security areas defined in ICD/ICS-705 and DoD 5200.01. All window frames and panes will need to be leveled and sealed, latches welded closed to prevent opening. Leveling and sealing does not require units to be removed and reset, this work can be accomplished with shims and weather stripping. Approximately 40 window assembelies will need to be replaced after window mounted A/C units and louvers are removed on A3rd, C3rd, D3rd, L3drd and LW2-3

rd. Replacement windows and frames shall comply with ATFP requirements. Glazing/ tinting and window

framing to match existing. Fire suppression bulk mains shall not be located within 3-ft of the exterior wall and windows. C1010 PARTITIONS All interior partitions shall be constructed of metal studs with gypsum board on each side including sound insulation to meet STC requirements defined in UFC 4-610-01, ICD/ICS-705 and Part 3 Chapter 2 of this RFP. These partitions shall be based on Underwriter Laboratories (UL), Gypsum Association (GA) and/or ICD/ICS-705 standard wall types to achieve, acoustical, security and life safe requirements for this project. Also see Part 6 Attachment 1.2 and 1.3 for additional information for reference in completing the design documents. C101001 FIXED PARTITIONS Provide fixed interior partitions, from true floor to true ceiling in the areas indicated in Part 6 Attachment 1.1. These partitions shall meet the required acoustical, security and life safety performance requirements defined in Part 3 and Part 6 of the RFP. Sound-rated partition assemblies shall have a minimum Sound Transmission Coefficient (STC) of 39 in accordance with ASTM E 90 or ASTM E 413 for frequency data. Higher Sound Transmission Coefficient (STC) ratings are required at command suites i.e. corner offices in the long wing Executive Zone (STC 45), private offices (STC 40), conference/meeting rooms (STC 50), along hallways (STC 40) and SCIF spaces (STC 45) as defined in UFC 4-610-01, ICD/ICS-705,Part 3 Chapter 2 and Part 6 Attachment 1.1 of this RFP. Secret Open Storage Areas (SOSA) i.e. unclassified communications rooms and rooms identified in D wing 3

rd floor, B wing 3

rd floor and LW4 3

rd floor in Part 6

Attachment 1.1 shall be built in accordance with DoD 5200.01. Columns and concrete walls between the pilasters at the exterior wall will be furred to route utilities and flush mount communications and electric outlets. The inner and outer perimeters of the Lightwells will be furred as directed by the project historic architect in coordination with the historical parties per the PA if




the existing glazed yellow tile is not in good condition, cannot be restored or has been removed. The direction will be based on surveys of the glazed yellow tile after the existing wall coverings are removed. The contractor shall assume that the furring will be required for the inner and outer perimeters of the lightwells for bidding purposes. The contractor shall further assume the following for restoration of glazed yellow tiles at Lightwells 2 and 4, inner and outer perimeters, and the U-Shape and Central Stairs at A3rd, C3rd, D3rd, and L3rd: Phase 3 Contractor shall repair and restore the existing structural glazed tile at the stair wells and lightwell perimters as part of this project scope. This work includes the removal of paint, wallpaper, plaster, furring, as well as, patching and/or replacing yellow tile and grout, patching and repair of small holes in tile, and re-point and tuck of grout lines such that it meets code requirements. For bidding purposes, assume of the 7,000 glazed yellow tiles and grout in the Phase 3 scope area, 700 glazed yellow tiles will need to be repaired/patched (fill material to be similar but not match existing surface of grout and glazed yellow tile), and 300 glazed yellow tiles will need to be replaced with grout to be similar but not match existing. Assume 1,000 SF of paint removal and 1,500 SF of furring. C101002 DEMOUNTABLE PARTITIONS Bulkheads will be constructed from 7’6” AFF to the ceiling as part of this project to provide a connection point for the demountable walls at a consistent height. In addition, bulkheads shall be utilized to pass utilities through to avoid penetrating any demountable walls. This will maximize the Government’s ability to reuse the demountable walls in the future. Demountable partitions will be furnished and installed by the owner unless noted otherwise. See Part 6 Attachment 1.2 and 1.3 for details on bulkhead construction. C101003 INTERIOR WINDOWS Provide interior windows for day lighting of the open office space and adjacent hallway. The interior windows shall be placed along the hallways in the Administrative Zone in the long wings A3rd, C3rd and D3rd. The interior windows shall match the existing exterior window size and mullion spacing and they shall match the Phase 1 material, and finish. The windows will be fixed so they cannot open. Each window shall be a complete factory-assembled unit with glass factory or field installed. Please also see Part 6 Attachment 1.2 and 1.3 for specifications and drawings for additional information in preparing the design documents. C101004 INTERIOR GLAZING Interior glazing shall match Phase 1 and be clear tempered glass as required for the application and location. See also Part 6 Attachments 1.2 and 1.3 for specifications and drawings for additional information in preparing the design documents. C1020 INTERIOR DOORS C102001 STANDARD INTERIOR DOORS All interior doors and frames construction, material and finish shall match Phase 1 and 2. Doors will be specified to meet life safety, security and privacy requirements based on applicable guidance such as UFC, NFPA, ICD/ICS-705 and DoD 5200.01. Please see Part 6 Attachment 1.1 Phase 3 Programmatic Sketches for prototype layout illustrating the different types of space requiring doors i.e. command suites, conference/meeting rooms, electrical rooms, communications rooms - including secret open storage requirements, janitors closets, fan rooms, open office areas – main entry doors to occupied space, restrooms etc. All interior doors and frames shall match Phase 1 and 2. Please see Part 6 Attachments 1.2 and 1.3 for additional information to include specifications and door schedules to be used in completing the design for Phase 3. C102002 GLAZED INTERIOR DOORS Provide vision glazing in doors where it is deemed advantageous to be able to see through the door,




either for safety of pedestrian traffic, or other functional reason. C102003 FIRE DOORS Provide interior fire doors as required to meet building and life safety codes to match Phase 1 and 2 design and construction. Phase 3 will be required to complete the 1-hr rated egress stair towers at the center run stairs and U-shape stairs on D wing 3

rd floor. Doors opening into the 1-hr rated means of

egress stair tower to be 1-hr rated. See also Part 6 Attachments 1.2 and 1.3 for egress stair work completed under Phase 1 and 2 for additional information to be used in completing the design for Phase 3. C102004 INTERIOR DOOR HARDWARE Provide special door hardware, at SCIF and SOSA areas i.e. classified communications rooms and other security areas as required. See Part 6 Attachment 1.1 for location of classified communications rooms to be provided in Phase 3 and proposed locations for five (5) SOSA, two on D3rd, one on B3rd,, one in LW4-3

rd and one on L3rd. See also Part 6 Attachment 2.5 for security requirements.

Existing locks were manufactured by Sargent 7 pin and have interchangeable cores. Lock cores shall match the BEST system. Door hardware design to match Phase 1 and 2. See Part 6 Attachments 1.2 and 1.3 for door hardware specifications and schedule. C10205 OTHER INTERIOR SPECIALTY DOORS Provide other interior specialty doors as required as required to complete all of the work required in Phase 3. C1030 SPECIALTIES C103001 COMPARTMENTS, CUBICLES, & TOILET PARTITIONS Provide phenolic core toilet partitions in all toilet rooms with more than one water closet or urinal. Provide toilet accessories to match Phase 1 and 2. See Part 6 Attachment 1.2 and 1.3 for specifications to be used in completing the design for Phase 3. C103002 IDENTIFYING DEVICES All necessary interior signage shall be incorporated as part of the architectural drawings. Interior signage is not collateral equipment. Interior signage shall demonstrate complete coordination with the facility design, SID and FF&E submittals. Provide interior directional signage as required for facility way finding. Provide an identifying device at each interior door. Signs must meet ADA requirements and the existing system installed and provided under Phases 1 and 2 of this project. See Part 6 Attachments 1.2, 1.3 and 1.4 for additional information to be used in the completion of the design for way finding. C103003 FIRE EXTINGUISHER CABINETS Provide fire extinguisher cabinets. Cabinet shall be semi-recessed in new construction and surface-mounted in new mechanical/electrical spaces and existing wall construction. Cabinets shall be coordinated with interior finishes, match Phase 1 and 2. Please see Part 6 1.1, 1.2 and 1.3 for information to include typical locations and specifications to be used in completion of this design component. C103004 COUNTERS Provide solid polymer surface counters with bull nosing and integral backsplash for restrooms. Restroom countertops shall also have integral sinks. Proivde matching solid surface caps for the furred out walls under the exterior windows. Provide high pressure decorative laminate with integral edging, nosing and backsplash for kitchenettes. Phase 3 to match Phase 2. See Part 6 Attachment 1.3 design and specifications for additional information to be used in completing the design.




C103005 CABINETS Provide cabinetry and millwork items with associated accessories. Cabinetry shall be AWI custom grade and have concealed hinges with adjustable standards for shelves. All exposed surfaces will be covered with high pressure plastic laminate clad. Provide specific cabinetry for kitchenettes as shown in Part 6 Attachment 1.3. Phase 3 to match Phase 2. See Part 6 Attachment 1.3 design and specifications for additional information to be used in completing the design. C103006 FIRESTOPPING PENETRATIONS Provide all sleeves, caulking, and flashing for fire stopping penetrations. C103007 ORNAMENTAL METAL WORK Provide ornamental metalwork and stair handrails. D wing 3

rd floor U-shape stair and center run stair will

require new handrails to match existing historic stair rail including newels, balustrades, wooden handrail etc. This will be required after the demolition of the existing CMU wall at these stair areas. These are historical features and the work needs to be coordinated with the historic parties in accordance with the B1102 Historic Programmatic Agreement. Design shall match existing and follow the guidance in the PA and PDP. See Part 6 Attachment 2 for historic information to be used in completing the design.



PART 3 - CHAPTER 6 - C20 - Page 1 of 2

C20 STAIRS

SYSTEM DESCRIPTION Stairs, including existing historic stairways including World War II damage must be preserved during the construction process. The stairways are part of the 1-hour fire rated exit enclosure path and will require separation from other partitions of the building as indicated on the project documents and as required by the building code to provide egress from the building from above grade level floors. Access to the crawl space within these stairs will need to be maintained. Stairway improvements shall consist of new finishes and replacement/repair of handrail systems. Stairs shall be in accordance with UFC 1-200-01, General Building Requirements. See also Part 6 Attachement 1.1-1.3 for additional information GENERAL SYSTEMS REQUIREMENTS C2010 STAIR CONSTRUCTION C201001 INTERIOR STAIRS Interior stairs shall be preserved and repaired with new finishes except for damage caused during the attack on Hickam/Pearl Harbor in 1941. See Part 6 Attachment 2 for more information. Phase 1 and 2 have provided a majority of the restoration for the U-Shape and Central Stair areas including work on the glazed yellow tile, balusters, newels and railings for the stairs included in Phase 3 i.e. A, C, D, L. See Part 6 Attachment 1.2 and 1.3. Phase 3 will be required to remove existing CMU walls, approximately 50-LF, and doors in D wing 3

rd floor at the U-Shape and Central stair areas. After

removal, new hand and guard rails shall be installed to protect the opening. Protection and repair of the existing glazed tile at the stair wells and Lightwell perimeters is part of this project scope. After the existing CMU wall is removed, the contractor shall restore glazed yellow tile that was not accessible to Phase 2. This work includes removal of paint, wallpaper, plaster, furring from the glazed tile, patching and repair of small holes in tile and re-point and tuck of grout lines. Assume 100 SF of paint and 100 SF of furring to be removed. Contractor to verify exact amount via visual inspection. The contractor shall also restore the existing glazed yellow tile at the inner and outer perimeters of the

Lightwell 2 and 4 areas. See Part 3 Chapter 6 C10 for additional information regarding the restoration of the glazed yellow tile at the Lightwell perimeters. Existing lights shall be removed and new lights shall be installed in the stairwells IAW life safety code and in a manner to limit the destruction of existing yellow tile block, i.e. into the grout or hung from the underside of the stairs or from the ceiling to reflect original construction. The yellow tile is faced to CMU block and this construction was ruled equivalent to 1- hour construction by the Authority Having Jurisdiction. It is also typical of 2 Hr material listed in the IBC. See also Part 6 Attachement 1.1-1.3 for additional information C201090 HANDRAILS, GUARDRAILS, AND ACCESSORIES Existing handrails and guardrail steel members shall be protected during construction. All wood hand rails and metal railings shall be sanded, stained and finished to match existing and in accordance with the PA and PDP. Handrails and guardrails shall present a smooth, unbroken surface throughout the length of the stair. Approximately 50-LF of new handrail and guardrail shall be installed in Phase 2. The hand and guard rails are to match the historic appearance and character of the existing hand and guard rails which are considered defining features. The hand and guard rails shall be wood, with metal balusters, and newels for a complete system to protect the opening of the stairs. The historic architect shall consult with the




historic parties for this work. See also Part 6 Attachement 1.1-1.3 for additional information.




C30 INTERIOR FINISHES

SYSTEM DESCRIPTION Interior finishes include wall finishes, floor finishes, wall base finishes, and ceiling finishes. Provide aesthetically pleasing, functional, durable finishes appropriate to the buildings function. Acoustic properties of materials, as well as durability and ease of maintenance, shall be considered during material selection. Maximize the use of sustainable materials. Color selections require the use of wall and floor finish material accents to enhance the color and appearance of the interior design and aide in way finding through the building. All finishes are to match Phase 1 and 2. See Part 6 Attachments 1.2-1.3 Way finding signage shall include primary and secondary signage. The primary signs announce location within the facility and the locations of major destinations within the building. These signs are typically placed in the long wing center stair vestibules and at each floor landing at the U-Shape stair. Phase 3 will provide these signs, seven (7) total. Three of the these signs will be located at the center of A3, C3rd, D3rd. Four of the Primary signs shall be located at the U-Shape stairs in A, L, C and D at the 3

rd floor

landing in conjunction with the wall to support the drinking fountains. This wall will have the way finding finish color as required for its location in the facility. See Part 6 Attachment 1.4 Secondary signage identifies to the occupants of the office suites and shall be placed at each of the office suite entry doors. Phase 3 will provide these, 22 total. For the long wings, A3rd, C3rd and D3rd, place signs at entry doors for the Executive Zone at the center run stair and the entry doors for the Administrative Zones at the center run stair and adjacent to the U-Shape stair; six each for A3rd, C3rd and D3rd for a subtotal of 18. Phase 3 will also provide the secondary signs for the short wing, L3rd, entry doors, 2 each, adjacent to the U-Shape Stair, subtotal of 2. Phase 3 will also provide the secondary signs at the middle wing, B3rd entry doors, one each, facing each lightwell, LW2-3

rd and LW4-3

rd, subtotal of 2.

The Priamary and Secondary signs shall have raised lettering and interchangeable slats. As a minimum provide 20 spaces for the Primary Signs and 5 spaces for the Secondary sign for interchangeable slats. Phase 3 will also provide signs for the restrooms, mechanical rooms, electrical rooms and janitor’s closet See Part 6 Attachment 1.4 for approved color boards and way finding information. GENERAL SYSTEMS REQUIREMENTS See Conceptual wall and floor finishes tables indicated in Part 6 attachment 1 for specific requirements on "Interior Finishes." C3010 WALL FINISHES Interior wall finish materials shall be structural glazed tile, gypsum board, Fiber Reinforced Panel (FRP) wainscot to 4’-0” above finish floor at all Janitor Rooms, and ceramic tile wainscot in all toilet rooms to a height as indicated on in Part 6 Attachment 1. All wall finishes shall match Phase 1 and 2 and be as indicated in Part 6 Attachment 1.4 of this RFP C3020 FLOOR FINISHES Provide floor finish materials as indicated in Part 6 attachment 1.1-1.4. These shall include carpet tile, ceramic tile, bio based tile and sealed concrete. 1. Resilient Floor Finishes - Resilient Tile Flooring - Provide resilient Bio Base tile (BBT) flooring at halls, cooridors, lobbies, vestibules, kitchenettes and as indicated in Part 6 Attachment 1. BBT shall be commercial grade, with pattern through thickness of tile and include biobased materials or recycled content. Include manufacturer's full line of color, texture and pattern selections, including multi-colored materials.




2. Carpet Tile – Provide carpet tile in all office areas 3. Tile Floor Finishes a) Provide epoxy grout for all tile finishes b) Glazed and Unglazed Ceramic Tile Porcelain Tile – provide tile at restrooms and as indicated in Part 6 Attachment 1 4. Base - Wall base shall be top set or cove vinyl, flat or rubber throughout. 5. Sealed Concrete – provide sealed concrete floors at fan rooms, electrical rooms, communications rooms and janitors closets. All floor finishes shall match Phase 1 and 2 and be as indicated in Part 6 Attachment 1.4 of this RFP. C3030 CEILING FINISHES All exposed ceilings in the Phase 3 scope of work areas, to include the circulation corridors, shall be exposed ceiling slab with skim coat cement plaster and paint. Areas shall be appropriately prepared prior to the application of scim coating and paint to ensure appropriate adhesion. Suspended grid acoustical tile, 24 inch x 48 inch by 5/8 inch minimum thickness, and gypsum board soffits shall be provided in the Executive Zone corner offices and Executive Zone conference rooms as indicated on drawings in Part 6 Attachment 1.1 and 1.3. All finish coatings shall match Phase 1 and 2 and be as indicated in Part 6 Attachment 1.4 of this RFP. The project requires a LEED rating so selection of environmentally friendly panels and systems with no or extremely low VOCs are required. Exposed structural systems shall be painted according to PTS Section C3040 INTERIOR COATINGS AND SPECIAL FINISHES. C3040 INTERIOR COATINGS AND SPECIAL FINISHES Paint all interior exposed surfaces including metal items, such as interior grilles, registers, diffusers, access panels, and panel boxes. All finish coatings shall match Phase 1 and 2 and be as indicated in Part 6 Attachment 1.4 of this RFP.



PART 3 - CHAPTER 6 – D10 - Page 1 of 2

D10 MECHANICAL SYSTEM DESCRIPTION The Mechanical system for Building 1102 consists of the following items;

a. Ventilation: Provide ventilation exhaust fans and duct for restrooms, electrical rooms and janitors closets D wing 3

rd floor and Lightwell 4-3

rd floor. All finishes to match Phase 1 and 2. See Part 6

Attachments 1.1, 1.2, 1.3 and 1.4 for reference in completing the design for the exhaust fans and duct work.

b. Chilled water: Install chilled water risers from D wing 2nd

floor to D wing 3rd

floor. Connect to risers provided by Phase 1. See Part 6 Attachment 1.2 Phase 1B Sheets D2-MH-401 and M-703 for the points of connection. All chill water lines provided in Phase 3 are to have cellular glass insulation. See Part 6 Attachments 1.1, 1.2 and 1.3 for reference in completing the design of the chill water lines.

c. Air handlers: Provide air handlers with variable frequency drives for each wing floor area in Phase 3; 2 each for the long wings A3rd, C3rd and D3rd, and 1 each for the short wing, L3rd and 1 each for the middle wing, B3rd. See Part 6 Attachments 1.1, 1.2 and 1.3 for reference in completing the design of the AHU.

d. Duct work: Provide supply air (SA), return air (RA) and outside air (OA) duct. All duct in the open office space with no drop ceilings shall be flat oval duct and round duct. Flat oval shall be used to maintain 7’6” height requirements in the occupied spaces. Duct for SA and RA in the open office space shall not be insulated as it will be within the conditioned space and be painted to match the ceiling. OA duct shall have a sheet metal inner core with an outer layer of insulation with an exterior layer of sheet metal. OA duct to be painted to match the ceiling and the SA and RA duct in the open office space. Duct work installed above the drop ceilings i.e. in the conference rooms and executive offices shall be insulated. All finishes to match Phase 1 and 2. See Part 6 Attachments 1.1, 1.2, 1.3 and 1.4 for reference in completing the design for the duct work.

e. Variable Air Volume Terminals: Provide VAVs as necessary to meet ASHRAE standards addressing building exposure as well as the different occupancies for each wing. Separate VAVs shall be provided for different occupancies. Zones serving areas with different occupancies and/or different building exposures shall not be combined i.e. private offices, conference rooms, meeting rooms, open offices, communications rooms etc. See Part 6 Attachments 1.1, 1.2 and 1.3 for reference in completing the design of the zones. Per Phase 1 and 2:

a. Typical Long Wing (A3rd, C3rd, D3rd) Executive Zone - 7 VAV b. Typical Long Wing (A3rd, C3rd, D3rd) Administrative Zone – 6 VAV c. Typical Short Wing (L3rd) – 7 VAV d. Typical Middle Wing (B3rd) – 6 VAV e. Typical numbers are considered a minimum f. Phase 3 to verify VAV requirements per ASHRAE standards and clearly identify in their

offer if Phase 3 will provide the minimum or additional VAV to meet ASHRAE standards f. Transfer grills: Provide transfer grills as necessary to supply make up air to the center stair utility

core and Ligthwell utility cores along with the circulations halls, corridors, lobbies, vestibules etc. Transfer grills will also be installed in the bulkheads where future demountable offices are to be be provided. Fire dampers are required where transfer grills penetrate the 1-hr rated egress stairs. See Part 6 Attachments 1.1, 1.2 and 1.3 for reference in completing the design of the transfer grills.

g. Sound attenuation: Provide sound attenuation with baffles and a sound masking system for duct and transfer grill penetrations to meet STC requirements of the walls they penetrate. In the case of bulkheads, sound attenuation shall meet STC 40 for the demountable walled offices. Sound masking systems shall be mounted internal to the office areas they serve and the control located in the offices they serve.

h. Chill water fan coil units: Provide CFCUs for Lightwell 4 – 3rd

floor to serve the communications rooms and the office area. Provide CFCUs for Lightwell 2 – 3

rd floor to serve the open office area.

CFCUs for the Lightwells shall connect to existing risers. See Part 6 Attachments 1.1, 1.2, 1.3 for reference in completing the design of CFCU’s.

i. Instrumentation and controls: Provide all appropriate instrumentation, sensors and controls i.e.,




thermostats, temperature sensors, modulating and control valves, motorized dampers, relative humidity sensors, pressure sensors, CO2 sensors, smoke detectors, control modules, panels, conduit, wiring, network equipment etc. to operate the mechanical systems. Control wiring shall be in conduit. The instrumentation and controls provided shall tie-into the existing building system, centralized chill water plant systems, and the systems provided under Phase 1 and 2 as necessary, for example, the exhaust systems serving the electrical rooms, restrooms, and janitor’s closets at A3rd, C3rd, Lightwell 2-3rd and Lightwell 4-3

rd provided in Phases 1 and 2.

The control system is Automated Logic. All DDC controls shall tie-into new control modules, provided by Phase 3, located in each Lightwell, 2 and 4. The new modules will be sized to include all mechanical systems for all three floors of A, B, C, D, L, LW2 and LW4. Phase 3 will tie these modules tie-into the main terminal in LW4-1

st floor room B-101B. This system will centralize and

standardize the control system for the wing/floor areas. See Part 6 Attachments 1.1, 1.2, 1.3 for reference in completing the design of the instrumentation and controls.

D1010 AIR HANDLERS Phase 3 Contractor shall purchase and install new air handlers for each area within the Phase 3 scope of work as noted above. The fnial design of the new air handlers shall be the responsibility of the contractor. The new air handlers should be similar in capacity and size as those provided in Phase 1 and 2 for each zone of the long wings, the short and middle wings.See Part 6 Attachments 1.1, 1.2 and 1.3 for reference in completing the design of the AHU.



PART 3 - CHAPTER 6 - D20 - Page 1 of 3

D20 PLUMBING SYSTEM DESCRIPTION The plumbing system for Building 1102 consists of all fixtures, potable cold and hot water piping and equipment, piping insulation, water heating equipment, sanitary waste and vent piping systems, and other specialty piping and equipment within 5 foot of the building. See Part 6 Attachment 1.1 thru 1.3 for plumbing requirements in Phase 3 and work provided under Phase 1 and 2 that Phase 3 will tie-into. Reference Part 6 Attachments 1.2 and 1.3 for completing the design for Phase 3. GENERAL SYSTEM REQUIREMENTS Provide working space around all equipment. Provide concrete pads under all equipment. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria of PTS section D20 and the manufacturer’s recommendations. Design and installation shall be in accordance with IPC and UFC 3-420-01, Plumbing Systems. Where the word "should" is used in the manufacturer’s recommendations, substitute the word "shall". For long wings, D3rd, Restroom plumbing shall be routed through the walls of the floor served to risers located at the exterior columns that flank the entry vestibule on the 1

st floor. This will prevent piping from

occurring in the ceiling space below. Floor drains for the small restrooms provided at the central stair areas in the long wings, D3rd, are not required to have a floor drain. See Part 6 Attachment 1.3 Phase 2 repair for reference. D2010 PLUMBING FIXTURES Provide quantity and type of plumbing fixtures required for the occupancy, use, and functions described for this facility. Provide handicapped fixtures in accordance with the referenced criteria in the Project Program. Provide restrooms, janitor’s closets and water fountains at D wing 3


rd

floor. Provide kitchenettes at all Phase 3 scope of work areas; 2 each for the long wings A3rd, C3rd and D3rd and 1 each for the short wing, L3rd and 1 each for the middle wing, B3rd. See Part 6 Attachment 1.1 for locations of work. See Part 6 Attachments 1.2 and 1.3 for points of connections and for reference in completing the design for Phase 3. Fixtures shall be water conservation type, in accordance with ICC IPC. Fixtures for use by the physically handicapped shall be in accordance with ICC/ANSI A117.1. Fixtures shall be equipped with appurtenances such as traps, faucets, stop valves, and drain fittings. Plumbing fixtures to match those provided in Phase 2. See Part 6 Attachment 1.3 for more information. D201001 WATER CLOSETS Provide wall mounted/wall outlet flush valve water closets made of vitreous china with siphon jet, and elongated bowl, in all public restroom spaces. Provide solenoid-activated flush valves including electrical-operated light-beam-sensor to energize the solenoid with pushbutton override. Water flushing volume of the water closet and flush valve combination shall not exceed 1.6 gallons per flush. Plumbing fixtures to match those provided in Phase 2. See Part 6 Attachment 1.3 for more information. D201002 URINALS Provide wall mounted/wall outlet flush valve urinals made of vitreous china in all public restroom spaces. Provide solenoid-activated flush valves including electrical-operated light-beam-sensor to energize the solenoid. Water flushing volume of the urinal and flush valve combination shall not exceed 0.5 gallon per flush. Plumbing fixtures to match those provided in Phase 2. See Part 6 Attachment 1.3 for more information. D201003 LAVATORIES At the restrooms, provide countertop lavatories. Countertop lavatories are to be solid polymer surface




material with integral sink bowl, continuous with the countertop, and backsplash., Provide aerator with faucet. Provide top-mounted solenoid-activated lavatory faucets including electrical-operated light-beam-sensor to energize the solenoid.in restroom space. Provide pop-up drain. Plumbing fixtures to match those provided in Phase 2. See Part 6 Attachment 1.3 for more information. D201004 SINKS Provide countertop kitchen sink, 20 gage stainless steel with integral mounting rim for flush installation, with one compartment in the kitchen space. Provide aerator with faucet. Water flow rate shall not exceed 0.5 gpm when measured at a flowing water pressure of 60 psi. Provide stainless steel drain outlets and stainless steel cup strainers. Provide top mounted washerless sink faucets with hose spray. Provide Janitor’s sink, white cast iron with integral back, wall hung/wall outlet. Also, provide mop sink, Precast Terrazzo, made of marble chips cast in white Portland cement, wall outlet in the Janitor’s space. Plumbing fixtures to match those provided in Phase 2. See Part 6 Attachment 1.3 for more information. D201005 SHOWERS/TUBS Not used D201006 DRINKING FOUNTAINS AND COOLERS Provide water coolers, wall-hung, bubbler style, air-cooled condensing unit, 4.75 gph minimum capacity, stainless steel splash receptor and basin, and stainless steel cabinet. Water coolers to be provided at Lightwell 2 – 3


rd floor. The drinking fountain locations shall be standardized per

Phase 2. They will be located on the inner perimeter walls. For Lightwell 2 it is the plan southwest wall adjacent to column M/13 to be constructed in Phase 3. For Lightwell 4 it is the plan northwest wall adjacent to column X/13. The design of the wall supporting the drinking fountain shall match Phase 2 and include approved way finding color for its location. Plumbing fixtures to match those provided in Phase 2. See Part 6 Attachment 1.3 for more information. D201090 EMERGENCY FIXTURE Not used D2020 DOMESTIC WATER DISTRIBUTION D202001 PIPES AND FITTINGS Provide Copper tubing and fittings for above ground piping. D202002 VALVES & HYDRANTS Provide isolation valves at supply to each floor. D202003 DOMESTIC WATER EQUIPMENT Provide instantaneous electric water heater for the restroom, kitchenettes and janitor’s closets. Plumbing equipment to match those provided in Phase 2. See Part 6 Attachment 1.3 for more information D202004 INSULATION & IDENTIFICATION Provide mineral fiber insulation with vapor barrier on domestic hot water supply and recirculation piping. Provide cellular glass insulation with vapor barrier on domestic cold water supply piping, as required, and AC condensate drains. Provide identification for piping and equipment. Provide insulation on exposed lavatory drains and domestic water piping. Provide painted arrows on piping to indicate direction of flow. See Part 6 Attachment 1.3 for reference in designing the piping system insulation.




D202005 SPECIALTIES Not used D202090 OTHER DOMESTIC WATER SUPPLY Provide piping supports in accordance with the IPC. Provide inspections, disinfection, and testing in accordance with the IPC. See Part 6 Attachment 1.3 for reference in designing Phase 3. D2030 SANITARY WASTE D203001 WASTE PIPE & FITTINGS Provide cast iron hub and spigot pipe and fittings, rubber compression gasket joints for below ground installation. Provide plastic ABS piping, fittings, and solvent cement for above ground installation. See Part 6 Attachment 1.3 for reference in designing Phase 3. D203002 VENT PIPE & FITTINGS Provide plastic ABS piping, fittings, and solvent cement. See Part 6 Attachment 1.3 for reference in designing Phase 3. D203003 FLOOR DRAINS Provide floor drains in mechanical rooms and in Lightwell restrooms areas. Floor drains in mech room to receive condensate from air handling units in addition to emergency spills. See Part 6 Attachment 1.3 for reference in designing Phase 3. D203004 SANITARY & VENT EQUIPMENT Not used D2040 RAIN WATER DRAINAGE Not used D2090 OTHER PLUMBING SYSTEMS Not used




D30 HVAC

SYSTEM DESCRIPTION Provide a VAV ventilating and air conditioning (VAC) system that attains the following objectives: Occupant comfort, indoor air quality, acceptable noise levels, energy efficiency, reliable operation, moisture control and ease of maintenance. Design and installation shall be in accordance with IMC, UFC 3-400-10N, Mechanical Engineering and UFC 3-440-05N IWP, Tropical Engineering and ASHRAE Standards. GENERAL SYSTEM REQUIREMENTS Provide working space around all equipment. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria in Sub-Paragraphs Section D30 and by the manufacturer's recommendations. Where the word "should" is used in manufacturer’s instructions, substitute the word "shall". The project consists of extending new chilled water supply and return risers from D wing 2

nd floor to D

wing 3rd

floor. Phase 3 will also design purchase and install new air handler units (AHU), 2 each for A3rd, 2 each for C3rd, 2 each for D3rd, one each for L3rd and one each for B3rd, duct work and variable air volume (VAV) terminals to serve the Phase 3 scope of work areas. AHU and VAV design to be based on comparable floor areas in Phase 1 and 2 as shown in Part 6 Attachment 1.2 and 1.3. Chill water fan coil units (CFCU) shall be designed, purchased and installed for LW2-3

rd and LW4-3

rd. CFCU design for LW2-

3rd

and LW4-3rd

to be based on LW3-3rd

floor as shown in Part 6 Attachment 1.2 Phase 1 design documents. Part 6 Attachment 1.1 Phase 3 Programmatic Sketches show location and conceptual layout of mechanical systems. Phase 3 contractor is required to fully develop the sketches into design documents to include analysis, specifications and drawings in order to complete the construction. Part 6 Attachment 1.2 and 1.3 shall be used for reference in completing the design.

Construction includes but is not limited to the removal of all existing window A/C units and louvers within the project area, approximately 15 on A3rd, 14 on C3rd, 7 on D3rd, 2 on L3rd and 1 on LW2-3rd and the installation of central draw-thru modular type variable air volume air handling units and chill water fan coil units. New mechanical/fan room spaces are part of this repair project and these new areas have been designed to stack for efficiency. Phase 3 will complete the construction of the fan rooms on A3rd, B3rd, C3rd, D3rd and L3rd. Phase 2 has provided chill water lines and valves for connection at A3rd, B3rd, C3rd and L3rd. Phase 3 will be required to extend the chill water lines from D2nd to D3rd and provide valves. For the Lightwells, there are existing chill water lines in LW2-3

rd and LW4-3

rd. At Lightwell 2,

Phase 3 shall replace the existing insulation from the 1st floor to the 3

rd floor on these chill water lines.

Note the existing insulation on the chill water lines in Lightwell 2 is ACM which shall be abated as part of this work. It will be the DB Contractor’s responsibility to verify the current connection point and pathway necessary to make all mechanical connections regardless of length/location of existing chilled water lines.

Air Distribution System for each wing/floor will consist of a new central station variable air volume air handler equipped with variable frequency drives. These AHU coils shall be sized for a 10 degree F chilled water temperature differential, and these units will supply air at 55 F to ensure proper dehumidification at part load conditions. The AHUs shall have UV lights and MERV 13 filters. The fan unit will be located to allow for stacking of these units between the floors. The AHUs will connect to Variable Air Volume terminal units. Separate VAVs with dedicated temperature and DDC controls shall be provided for each zone required to meet ASHRAE standards for zoning based on building exposure and occupancy. Different occupancies, private offices, conference rooms, meeting rooms, communications rooms, open offices and exposures shall have their own zone with VAV and dedicated temperature controls. Areas where demountable wall offices may be installed may share the zone with the open office area directly adjacent and in the same exposure however, the temperature control will be located in the demountable office. These units shall be located within the Mechanical room to the extent possible to conserve ceiling space elsewhere. If necessary they may be located outside of the mechanical rooms but located away from the primary




circulation where feasible. Adequate access to and clearances shall be provided for service, maintenance, repair, and replacement of HVAC equipment. Duct work will consist of oval and spiral shaped metal duct. A minimum ceiling height limitation of 7’-6” for this project requires the use of oval duct work to meet this height limitation. Return air will be ducted from the room(s) back to the Mechanical/Fan Room. Supply Air and Return Air duct work within the open office space and exposed to the air conditioning shall not be insulated. Outside Air duct shall be internally lined with insulation by wrapping an internal sheet metal core with insulation and providing sheet metal around the insulation. All duct not concealed by drop ceiling shall be painted to match the ceiling. Finishes to match Phase 1 and 2. All duct work located above drop ceiling shall be insulated. Duct work shall meet security requirements for secret open storage areas (SOSA) per DoD 5200.01 for classified communications rooms and select office/conference rooms to be provided in Phase 3. See Part 6 Attachment 1.1 for location of these areas. See Part 6 Attachment 2.5 for security requirements. All ductwork and associated equipment shall be designed to achieve noise levels below the maximum noise level of 50 dBA in the office areas. Provide sound attenuation with baffles and sound masking equipment at penetrations in walls and bulkheads to meet STC ratings of the walls. Light Well Areas will be cooled by chilled water fan coil units that will be connected to existing chilled water risers in the Lightwell. Communication Rooms will require 24/7 cooling and depending upon location will be cooled by AHU in the wings or CFCU in the Lightwells. Communication cooling requirements are:

1. Classified- Wing 18,132 BTU/hr (2 cabinets plus 1 future cabinet) 2. Unclassified - 12,566 BTU/hr (2 cabinets)

Provide Ventilation rates and systems per the latest edition of ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality.

Ventilation for each air handling unit will have demand control ventilation using CO2 sensors located in the main return duct to reduce energy consumption and help achieve LEED and EPACT 2005 goals. Outside air will be obtained through duct work extending to an existing window opening. Upon completion of the final phase, it is expected that this system will be modified to obtain outside air from the roof through the stacked mechanical spaces and closing the temporary wall/window openings upon completion. Toilet room ventilation will be provided by in-line ceiling or wall mounted exhaust fans with ducting extending to an existing window opening.

Energy Saving Measures (EPACT Compliance) is required as part of Phase 3. A number of measures have been incorporated into this repair to help in achieving EPACT 2005 goals. The repair is a multi-phased project and Phase 3 itself will not achieve the 30% overall energy use reduction but it is anticipated that upon completion of the final phase the project will meet this requirement. The measures utilized in this phase to reach the EPACT Compliance requirements include:

1. Zoning for different exposures and occupancies with VAVs incorporating dedicated temperature and DDC controls to modulate the AHU to maintain the space comfort air conditioning settings. 2. Implement a full-scale DDC energy management system to monitor and control the HVAC systems

(within this phase). 3. Provide air handling units with variable speed drives for variable air volume control to reduce fan

power. 4. Demand ventilation control utilizing carbon dioxide sensors to modulate outside air dampers.

D3010 ENERGY SUPPLY




Not used D3020 HEAT GENERATING SYSTEMS Not used D3030 COOLING GENERATING SYSTEMS D303001 CHILLED WATER SYSTEMS Provide connections to chilled water system for service to the building HVAC equipment. The existing chilled water system provides chilled water at 45 degrees F. The existing system utilizes 2-way control valves. A new primary and secondary chill water piping system has been provided in the crawl space to serve B1102. Phase 1 and 2 have connected to this system and extended risers to A3rd, B3rd, C3rd and L3rd and connected the existing risers in LW2-3

rd and LW4-3

rd. Phase 3 will extend the risers from D2nd to

D3rd. Contractor shall connect to the new chill water system at existing points of connection. The contractor shall not cut into new chill water lines provided as part of the centralized chiller plant project and Phase 1 and 2. All areas in Phase 3 will be connected to the centralized chiller facility at the completion of Phase 3. Piping provided by Phase 1 and 2 had been cleaned and flushed prior to connecting to the new chiller plant. Phase 3 shall clean and flush piping, AHU and CFCU, prior to connecting to the new chiller plant. Phase 3 contractor shall incorporate strainers on return chilled water lines, as appropriate, at connection points to the new chiller plant. Chiller plant infrastructure must be protected from contamination and damage during execution of all chilled water connections. See Part 6 Attachment 1.2 and 1.3 for reference in completing the design for Phase 3. D303002 DIRECT EXPANSION SYSTEM Not used D3040 DISTRIBUTION SYSTEMS D304001 AIR DISTRIBUTION, HEATING & COOLING Provide galvanized steel oval and spiral shaped metal ductwork constructed, braced, reinforced, installed, supported, and sealed per the IMC and SMACNA standards. Provide a Variable Air Volume (VAV) system using ducted supply and returns. VAV units shall be located in the Fan Rooms and allow for maintenance and removal of units through lockable access panels. Provide grilles, registers, and diffusers. See Part 6 Attachment 1.2 and 1.3 for reference in completing the design for Phase 3. D304002 STEAM DISTRIBUTION SYSTEMS Not used D304003 HOT WATER DISTRIBUTION SYSTEMS Not used D304004 CHANGEOVER DISTRIBUTION SYTEMS Not used D304005 GLYCOL DISTRIBUTION SYTEMS Not used D304006 CHILLED WATER DISTRIBUTIONS SYTEMS Chilled water piping shall be insulated with cellular glass, provided and installed in accordance with UFGS specification 23 07 00.00 22.




See Part 6 Attachment 1.2 and 1.3 for reference in completing the design for Phase 3. D304007 EXHAUST SYSTEMS Provide ductwork constructed, braced, reinforced, installed, supported, and sealed per the IMC and SMACNA standards. Provide ducted exhaust ventilation systems and exhaust fans to serve all ventilated zones of the facility See Part 6 Attachment 1.2 and 1.3 for reference in completing the design for Phase 3. D304008 AIR HANDLING UNITS Provide variable volume air handlers. Provide with Merv 13 filters. Provide with ultraviolet disinfection system. See Part 6 Attachment 1.2 and 1.3 for reference in completing the design for the AHUs to be provided Phase 3. D304090 OTHER DISTRIBUTION SYSTEMS Not used D3050 TERMINAL & PACKAGE UNITS Not used D3060 CONTROLS AND INSTRUMENTATION D306001 HVAC CONTROLS See Part 6 Attachment 1.2 and 1.3 Phase 1 and 2 Basis of Design Mechanical section for description of controls for reference in completing the control strategy for Phase 3. D306001 1.1 DIRECT DIGITAL CONTROLS (DDC) Provide a complete Direct Digital Control (DDC) system to comply with UFGS 23 09 23.13 20 BACnet Direct Digital Control Systems for the facility. See also D10. Temperature Controls for the HVAC system shall be provided with a new Automated Logic DDC Energy Management Control System to match the existing Automated Logic DDC system to monitor and control the new air handling unit and VAV terminal units. The system will be native BACnet, WEB based software, and compatible with the existing DDC system by Automated Logic Corporation. Gate and translator panels will not be permitted. A temperature reset algorithm will be implemented into the control scheme of each air handling unit so that supply air can be reset up should temperatures and humidity requirements be satisfied at low load conditions. HVAC DDC system point of connection is at the main station in Lightwell 4-1

st floor room B-101B.

Provide for secured and/or critical unmanned areas, DDC alarms to notify a pager or telephone number in case of an emergency. See Part 6 Attachment 1.2 and 1.3 for reference in completing the design for Phase 3. D306001 1.2 ELECTRONIC CONTROLS Not used D3070 SYSTEMS TESTING AND BALANCING Provide complete Testing and Balancing (TAB) of all air and water distribution systems and HVAC equipment. D307003 HVAC COMMISSIONING Provide complete HVAC Commissioning per the specifications.




Contractor to provide additional testing and submittal of test reports to verify the mechanical system duct, grills, registers and VAV units within the office areas do not exceed 50 dBA. D3090 OTHER HVAC SYSTEMS AND EQUIPMENT Not used D309001 GENERAL CONSTRUCTION ITEMS D309090 OTHER SPECIAL MECHANICAL SYSTEMS Not used



D40 FIRE PROTECTION

SYSTEM DESCRIPTION Provide an integrated fire alarm and mass notification system and suppression system capable of notifying building occupants and controlling any fire that may start inside the facility. This project consists of the completion of the Prototype Design documents contained within this SOW and the completion of all related demolition and construction for the portions of Building 1102 as indicated in the project documents. The DB contractor shall design and provide new extensions to the existing automatic wet pipe fire extinguishing sprinkler systems for a complete fire protection coverage throughout the areas indicated on the contract drawings. Fire Extinguishers shall be installed where indicated on the drawings and as directed by the Fire Marshal. Verify exact locations prior to installation. Comply with the manufacturer's recommendations for all installations. Provide extinguishers which are fully charged and ready for operation upon installation. Provide extinguishers complete with Manufacturer's Warranty with Inspection Tag attached. Life safety common path of travel 100’0” + 10% is allowed by the Authority Having Jurisdiction (AHJ) GENERAL SYSTEM REQUIREMENTS Provide working space around all equipment. Provide concrete pads under all equipment. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria in NAVFAC Guides, Standards, Manuals, Criteria, Interim Technical Guides (ITG), Engineering Technical Letters (ETL), local requirements, and manufacturer’s recommendations. Where the word "should" is used in the manufacturer's recommendations, substitute the word "shall". This project consists of the complete design of life safety requirements i.e. detection, alarms, notification devices, suppression systems, extinguishers etc, including analysis, specifications and drawings based on the documents contained within this SOW including Part 6 Attachments 1.1 thru 1.3. The project also consists of the completion of all related demolition and construction of the life safety requirements for the Phase 3 scope of work areas, A3rd, B3rd, C3rd, D3rd, L3rd, LW2-3

rd and LW4-3

rd and adjacent areas as

necessary to provide a complete and useable system. All Design Documents, (i.e. Building Code/Life Safety Analysis, plans, specifications, and calculations) developed for Section D40 shall be prepared by, or under the supervision of the design/build contractor's Qualified Fire Protection Engineer, the Fire Protection Designer of Record (FPDOR). Installation drawings, shop drawings or working plans, calculations, other required pre-construction documentation and as-built drawings shall be prepared by, or under the direct supervision of a NICET engineering technician as specified below. NICET engineering hold a current certification as an engineering technician in the field of Fire Protection Engineering technicians shall Technology with minimum Level III/Level IV certification in the appropriate subfield. D4010 FIRE ALARM AND DETECTION SYSTEMS Provide alarm and detection systems in the Phase 3 scope of work area. Provide a fire alarm system riser diagram indicating circuits and risers. See Part 6 Attachments 1.2 and 1.3 Phase 1 and 2 designs for reference of comparable floor areas showing type and number of devices, layout and associated equipment and apparatus to complete the design of Phase 3. Phase 3 work includes completion of design and extending the existing addressable fire alarm and mass notification system as manufactured by Notifier NFS2-3030 as described herein. Include in the system wiring, raceways, pull boxes, terminal cabinets, outlet and mounting boxes, control equipment, alarm, and supervisory signal initiating devices, alarm notification appliances, and other accessories and miscellaneous items required for a complete operating system even though each item is not specifically



mentioned or described. Provide extension to the existing system complete and ready for operation. Provide equipment, materials, installation, workmanship, inspection, and testing in strict accordance with the required and advisory provisions of NFPA 72, ISO 7240-16, IEC 60268-16, except as modified herein. The system layouts on the drawings show the intent of coverage and are shown in suggested locations. Final quantity, system layout, and coordination are the responsibility of the Contractor. The remote fire alarm control units shall be compatible with the Notifier NFS2-3030 fire alarm control panel, and they shall be provided at a terminal cabinet location. Each remote fire alarm control unit shall be powered from a wiring riser specifically for that use or from a local emergency power panel located on the same floor as the remote fire alarm control unit. Where remote fire control units are provided, equipment for notification appliances may be located in the remote fire alarm control units. Provide an integrated fire alarm, and mass notification and public address systems capable of notifying building occupants inside the facility. Provide a complete, electrically supervised, addressable intelligent, manual and automatic, annunciated fire alarm and detection system throughout the facility. The system shall be a voice evacuation type system and shall also serve as a mass notification system. These integrated systems shall be capable of notifying building occupants by means of tones, strobes, and prerecorded and live voice announcements. The fire reporting portion of the system shall be compatible with the existing base fire reporting system. The fire alarm system shall include manual stations, system smoke detectors, duct smoke detectors, audio/visual alarms, fire alarm radio transmitter, electrical supervision of all sprinkler system alarm and supervisory devices. The Phase 3 contractor is to provide new fire alarm and mass notification for the Phase 3 scope of work areas only and not the entire building. Contractor to connect, by conduit and hardwire, and integrate remote panels to the main fire alarm control panel at Lightwell 2-1

st floor at the confluence of C and D

wing. D4020 FIRE SUPPRESSION WATER SUPPLY AND EQUIPMENT Not used D4040 SPRINKLER SYSTEMS Provide wet automatic sprinkler protection to provide complete coverage throughout project spaces. See Part 6 Attachments 1.2 and 1.3 for reference in completing the design of Phase 3. Fire suppression bulk mains shall not be located within 3’ of the exterior wall and windows. D4090 OTHER FIRE PROTECTION SYSTEMS Not used



D50 ELECTRICAL

SYSTEM DESCRIPTION Electrical service to Building 1002 is served from 11.5kV primary circuits MC1, MC2, HC1 and HC2 entering from the EMH B16 along Hanger Ave through existing switch vault SV1103. Another primary circuit 1072B also enters the facility from the EMH F10-2A at the parking lot. Electrical distribution within B1102 is not consistent and has panels, equipment and apparatus located in the center stair vestibules, Lightwells, and the wings themselves. An existing 11.5 kV primary loop feed distribution, consisting #4/0, 15kV cables, serves the four (4) lightwell padmount transformers and one (1) padmount transformer connected to Wing M. Existing building transformers include; TP1102A (1500kVA), TP1102B (1500kVA), TP1102C (2000kVA), TP1102D (1500kVA) at the four (4) lightwells and a padmount transformer TP1102E (1500kVA) for Wing M. Additionally Wing K is served by a padmount transformer TP1102K (500kVA), Wing G is fed by TP1102G (500kVA), and Wing F is served by TP1102F (500kVA) and (3)- 50kVA transformers TS1102A. Interior primary distribution transformers and secondary unit substations include Emergency Distribution Panel MDP-1 (750kVA) Room N104, (3)-167kVA transformers at Room N104. The repair project seeks to standardize the electrical distribution utilizing the Lightwells as the hubs for the secondary feed into the wings. The Lightwells shall have all necessary equipment and apparatus to supply commercial and emergency power to the wing/floors in B1102. The Lightwells shall be fed from the exterior pad mounted transformers for commercial power and from Building 1109, Generator Plant, for emergency power. The Lightwells will have automatic transfer switches (ATS) that will feed the emergency panels and equipment in the wing/floor areas. The long wings, i.e. A, C, D, E, F, G, I, as well as K wing, will have sub electrical rooms to house the equipment and panels to serve those particular wings and will have feeders tying into the Lightwell to power the sub electrical rooms. The short wings, J and L and middles wings, B and H, will tie directly into the Lightwells. The long wings, A3rd, C3rd and D3rd, have two floor areas, the Executive and Administrative zone. These floor areas are typically comprised of approximately 50 workstations for each zone. They also have a conference room, meeting room, two hard wall private offices and the capability for eleven (11) additional demountable wall offices. Each area will have a kitchenette, copy/print/fax area and multiple VAVs. The communications rooms are located in the Administrative Zone and they serve the entire floor. The AHU in the Administrative Zone serves the communications rooms along with the Administrative Zone and surrounding circulation and utility core areas. The AHU in the Executive Zone serves that zone and surrounding circulation and utility core areas. The Executive Zone has the electrical room and janitor’s closet for the entire floor. The restrooms are in the central stair vestibule. See Part 6 Attachment 1.1-1.3 for additional information. The short wings, L3rd, have a single floor area with a floor layout and finish similar to the Executive Zone. The short wings are typically comprised of approximately 50 workstations. The short wings also have a conference room, two hardwall private offices and the capability for four (4) additional demountable wall offices, as well as, a kitchenette, copy/print/fax area and multiple VAVs. The AHU serving the short wings is located within the wing/floor area while the electrical and communications rooms are in the nearest Lightwell. See Part 6 Attachment 1.1-1.3 for additional information. The middle wings, B3rd, have a single floor area with a finish similar to the Administrative Zone. The middle wings are typically comprised of approximately 35 workstations. The short wings also have a conference room, one hardwall private office and the capability for four (4) additional demountable wall offices, as well as, a kitchenette and copy/print/fax area. The AHU serving the middle wings is located within the wing/floor area while the electrical and communications rooms are in the nearest Lightwell. See Part 6 Attachment 1.1-1.3 for additional information. The Phase 1 repair work included the addition of two (2) new deadfront, exterior padmounted, medium voltage switches. Phase 1 also began configuring/upgrading the four lightwells to house most of the new



secondary feeds to the wings. See Part 6 Attachment 1.2. Phase 2 has provided the secondary feeds to A3rd and C3rd as well as constructed and fit out the sub electrical rooms in A3rd and C3rd for Phase 3 to tie-into. Phase 1 and 2 have completed most of LW2-3

rd floor. See Part 6 Attachment 1.2 and 1.3

Phase 3 shall complete the electrical distribution for A3rd and C3rd and connect these wing/floors to the electrical rooms provided in Phase 2. See Part 6 Attachment 1.3. Phase 3 shall also provide the necessary equipment and panels in LW2-3

rd to feed power to the new sub electrical room on D3rd. Phase

3 shall construct the new sub electrical room on D3rd and provide all necessary equipment and apparatus to power D3rd, as well as, construct the electrical distribution for D3rd. Phase 3 shall also provide new equipment and panels for LW2-3

rd and complete the electrical distribution in and around LW2-3

rd floor.

Phase 3 shall also complete the electrical room at LW4-3rd

floor and provide the necessary equipment and panels to provide power to B3rd, L3rd and LW4-3

rd. See Part 6 Attachment 1.2 Phase 1 LW3-3

rd,

LW4-2nd

, B2nd, L2nd floors for reference in completing the design for LW2-3rd

, LW4-3rd

, B3rd and L3rd floors. See also Part 6 Attachment 1.2 Phase 1 D2nd for reference in completing the design of D3rd. Phase 3 contractor to provide service to Phase 3 scope of work areas as noted above. This service shall

include all the necessary equipment and apparatus i.e. panelboards, breakers, dry type transformers,

conduit, feeder cables, lighting (panelboards, circuits, control/relay panels, occupancy and daylight

sensors, fixtures, LED bulbs etc) branch wiring, conduit, panels, breakers, motors, motor control

equipment, convenience and furniture outlets, j-boxes, emergency lighting shall have integral battery

backup and circuited so that it can be connected to the emergency power system, grounding etc. to

provide service to the wing areas shown. Feeder circuits shall have no more than a 2% voltage drop and

branch circuits shall have no more than 3% voltage drop based on the maximum possible connected load

for the wings panelboards. The Phase 3 areas shall be divided as follows:

a. Typical Long Wing (A, C, D) Executive Zone

b. Typical Long Wing (A, C, D) Utility Core/Central Stair Area

c. Typical Long Wing (A, C, D) Administrative Zone

d. Typical Short Wing (L)

e. Typical Middle Wing (B)

f. Typical Lightwell (LW2 and LW4) Utility Core/Office/U-Shape Stair Area

Emergency power distribution shall be provided from B1109 through the Lightwells to the sub electrical

rooms for the long wings, A, C, D, and in the Lightwells for the short, L, and middle wings, B. Emergency

power distribution shall be identical to the commercial power distribution i.e. each commercial panel shall

have a corresponding emergency panel, as well as, equipment and apparatus etc, providing a 100%

redundant capability. Each wing/floor and Lightwell area and Utility Core/Central Stair Area as defined

above shall be able to connect to emergency power independently. Note: for the long wings,

communication rooms serving the Executive Zone are on the Administrative Zone side of the Utility

Core/Central Stair Area. In addition, the AHU serving those communications rooms is also in the

Administrative Zone side of the Utility Core/Central Stair Areas. Final design shall address the scenarios

defined in Part 3 Chapter 4 such as:

a. Office portions of the wing are not on backup power but there are security alarms for secret

open storage areas i.e. classified comm rooms and/or offices, SCIF and fire alarms that are.

b. Executive 1/2 of wing is on backup power while the Administrative 1/2 is only on commercial;

this requires the unclass/class comm rooms and AC for the comm rooms both located in the



Administrative zone to be on backup power, as well as lights for the comm. rooms,

Administrative Zone AHU, restrooms, utility rooms and central stair vestibule etc for full

functionality for the Executive Zone of the wing.

c. The Administrative 1/2 of wing is on backup power while the Executive 1/2 is only on

commercial; this requires restrooms, utility rooms and central stair vestibule etc for full

functionality for the Administrative Zone of the wing.

For first floor areas, all communication and electrical distribution feeders and branch circuit feeders shall be run under the floor in the crawl space. For third floor distribution all communication and electrical distribution feeders shall be run in the attic space above the ceiling. Second floor communication and electrical distribution can be run from their point-of-presence through the attic or crawl space and then vertically up through the stacked electrical and communications rooms. GENERAL SYSTEM REQUIREMENTS This project consists of the complete design of electrical and communications requirements including analysis, specifications and drawings based on the documents contained within this SOW including Part 6 Attachments 1.1 thru 1.3. The DB contractor shall verify existing utilities equipment and apparatus to complete the design documents. The project also consists of the completion of all related demolition and construction of the electrical and communications requirements in the Phase 3 scope of work areas, A3rd, B3rd, C3rd, D3rd, L3rd, LW2-3

rd and LW4-3

rd and adjacent areas as necessary to provide a

complete and useable system. D5010 ELECTRICAL SERVICE AND DISTRIBUTION Electrical distribution will extend electrical power from the closest lightwell into the wing/floor electrical room under repair. New electrical distribution from the lightwell will be 480Y/277 volts, 3-phase, 4 wire and 208Y/120 volt, 3-phase, 4 wire. New feeders will connect to new panelboards from the respective lightwell. New circuit breakers will be added to the main and emergency switchboard/panelboards in the lightwells for this phase of work as well as future phases. Electrical feeders serving wing/floors not in the Phase 3 scope of work area required to be demolished to complete Phase 3, shall have temporary bypass feeders provided to maintain power. Upon completion of the repair work the temporary feeder shall be connected to the new electrical rooms. Phase 3 repair work includes replacing any existing temporary feeders serving a Phase 3 scope of work area with new wing feeders. Due to the continuous 24/7 use of the facility power disruption will be limited to the immediate work area. Power outages to other portions of the building will be coordinated with the Contracting Officer and PMO two weeks prior to the scheduled outage and limited to the least extent possible. Phase 3 consists of A3rd, B3rd, C3rd, D3rd, L3rd, LW2-3

rd and LW4-3

rd. Phase 1 and 2 have constructed

portions of the electrical distribution and rooms for each of these areas. Please see Part 6 Attachment 1.2 and 1.3 for work provided under Phase 1 and 2. Phase 3 shall connect to Phase 1 and 2 as applicable and provide new construction as noted above. Phase 3 shall provide power for lighting, convenience and modular furniture outlets, security alarms and detection devices, fire alarms and detection devices, controlled access devices, A/V equipment in the conference and meeting rooms, way finding at the main entry doors for each office area, air handling units, variable air volume terminals, exhaust fans, control systems and relay panels etc providing complete and useable open and private offices, electrical rooms, janitors closets, restrooms, , conference and meeting rooms, telecommunications rooms, fan rooms, kitchenettes etc. Communications and electrical conduit, j-boxes, and outlets shall be installed in the new gypsum board walls, bulkheads (for future connection to demountable walls), and furred out walls under the exterior windows. Convenience outlets shall be placed in the open office areas in addition to the modular furniture outlets. Communications and power outlets shall be placed in the floor of the conference and meeting rooms. Specialized receptacles shall be provided as required to accommodate standard office equipment, i.e. copiers. Please see Part 6 Attachment 1.1-1.3 for further details on



electrical power requirements to complete the design for Phase 3. Power distribution design to match Phase 1 and 2. See Part 6 Attachment 1.2-1.3 for additional information in completing the design for Phase 3. Lighting System and general illumination of interior spaces will be through the use of energy efficient, LED luminaries. Acoustical tile ceiling grid areas shall have recessed LED luminaries While open ceiling areas, including open office areas, restrooms, circulation halls, corridors, lobbies and vestibules, shall have LED luminaries suspended with pendant rods or tubes, two per fixture, with wiring integral to the suspension rod or tube. All lighting to be provided with controls and respond to day lighting conditions via photocells as well as occupancy sensors. Recessed LED down lights shall be provided in certain grid and hard ceiling locations, such as conference/meeting rooms and the hard wall offices in the Executive Zone of the long wing and short wing, and as indicated on the plans. Lighting Power Density (LPD) targeted will be 80% of the ASHRAE 90.1 LPD value for spaces of 1.1 W/sf or equivalent to 0.88W/sf. Photometric Plans: Refer to photometric lighting diagram for lighting levels of interior spaces. Lighting design and controls to match Phase 2. See Part 6 Attachment 1.3 for additional information in completing the design for Phase 3. LEED (Silver Requirements): The following LEED Silver requirements have been incorporated into Phase 1 and 2 of this repair project.

1. Sustainable Site (SS) Credit 8 – Light Pollution Reduction (1-point): Interior lighting systems have been designed with automatic lighting controls to turn-off non-essential interior lighting during non-business hours through the use of occupancy sensors. The IESNA RP33 site zone classification for this project is LZ3 Medium (Industrial).

2. Indoor Environmental Quality (EQ) - Controllability of Lighting Systems Credit 6.1 (1-point): When a lamp is located next to an adjacent window area, LED luminaries shall respond to daylight controls. This response shall be achieved via photocell devices. .Open office area individual work station furniture may be equipped with undershelf LED task lighting with and integral rocker switch. Wall mounted occupancy sensor switches located in private office walls; allow both automatic and manual on/off lighting control while daylighting is in effect. At night, occupancy sensor switches override daylight dimming allowing light fixtures to operate only full-on or off with or without dimming in order to reach that preset foot-candle level.

D501003 INTERIOR DISTRIBUTION TRANSFORMERS Provide dry type transformers to step down secondary voltages for general purpose power distribution as required in lightwells. D501004 PANELBOARDS Provide distribution and branch circuit panel boards to serve loads required but not less than 30 poles with a 30% spare capacity. All panel boards shall comply with UL 67 and UL 50. Provide with nameplates, copper phase and ground buses, full sized (minimum or 200% when high harmonic loads are anticipated) copper neutral buses, copper lugs, bolt-on breakers, typed directories, and shall have an adequate short circuit rating for the calculated available fault level. Surge Protection and Harmonic Filtering protection shall be added to each distribution panel board or switch gear as appropriate to the methods discussed in AFCESA A-Gram 09-03. D501006 MOTOR CONTROL CENTERS Provide all circuits and connects for motors and motor controls as required by mechanical equipment. D5020 LIGHTING AND BRANCH WIRING Provide all electrical connections for all systems requiring electrical service. Provide lighting and general



purpose receptacles throughout all spaces as required. Provide dedicated circuits and connections for outlets as noted in this RFP. D502001 BRANCH WIRING All branch wiring shall be insulated conductors in conduit and concealed in new framed out walls. All branch circuits shall have no more than a 3% voltage drop. Conduit and Raceway:

1. Rigid Metallic Conduit: Rigid Steel Conduit (Zinc-Coated), ANSI C80.1, UL 6. 2. Rigid Nonmetallic Conduit: PVC Type EPC-40, in accordance with NEMA TC 2 3. Intermediate Metal Conduit (IMC): UL 1242, zinc-coated steel only. 4. Electrical Metallic Tubing (EMT): UL 797, ANSI C80.3. 5. Plastic-Coated Rigid Steel and IMC Conduit: NEMA RN 1, Type 40 (40 mils thick). 6. Flexible Metal Conduit: UL 1. 7. Liquid-Tight Flexible Metal Conduit, Steel: UL 360. 8. Fittings for Metal Conduit, EMT, and Flexible Metal Conduit: UL 514B. Ferrous fittings shall be

cadmium- or zinc-coated in accordance with UL 514B. 9. Fittings for Rigid Metal Conduit and IMC: Threaded-type. Split couplings unacceptable.

10. Fittings for EMT: Steel compression type. 11. Fittings for Rigid Nonmetallic Conduit: NEMA TC 3. 12. Liquid-Tight Flexible Nonmetallic Conduit: UL 1660. 13. Outlet Boxes and Covers: UL 514A or UL 514C

14. Wires and Cables: Wires and cables shall meet applicable requirements of NFPA 70 and UL. Aluminum conductors shall not be used. 15. Minimum Conductor Sizes: Minimum size for branch circuits shall be No. 12 AWG; for Class 1 remote control and signal circuits, No. 14 AWG; for Class 2 low-energy, remote control and signal circuits, No. 16 AWG; and for Class 3 low-energy, remote control, alarm and signal circuits, No. 22 AWG.

16. Color Coding: Provide for service, feeder, branch, control, and signaling circuit conductors. Color shall be green for grounding conductors and white for neutrals; except where neutrals of more than one system are installed in same raceway or box, other neutral shall be white with colored (not green) stripe. Color of ungrounded conductors in different voltage systems shall be as follows:

208/120 volt, three-phase Phase A – black Phase B – red Phase C – blue 480/277 volt, three-phase Phase A – brown Phase B – orange Phase C – yellow

17. Device Plates: Provide UL listed, one-piece device plates for outlets to suit the devices installed. For metal outlet boxes, plates on unfinished walls shall be of zinc coated sheet steel or cast metal having round or beveled edges. Plates on finished walls shall be satin finish stainless steel or brushed-finish aluminum, minimum 0.03 inch thick. Screws shall be machine-type with countersunk heads in color to match finish of plate. Test device plates for compliance with UL 514A and UL 514C for physical strength.

18. Switches: Toggle Switches, UL 20 or NEMA WD 1 19. Disconnect Switches: NEMA KS 1 20. Receptacles: UL 498 and NEMA WD 1, 20 amp rated minimum 21. Circuit Breakers: UL 489

D502002 LIGHTING EQUIPMENT Lighting shall be provided using energy saving LED lighting technology. All lighting fixtures shall be UL Listed and be specification grade. Residential grade fixtures are not acceptable. Lighting shall be controlled with occupancy sensors and daylight sensors as appropriate near windows. Hallways, corridors



and stairs shall have minimal lighting on 24/7 with additional lighting controlled by occupancy sensors. Lights shall have integral emergency battery backup for emergency egress. Lighting circuits shall be able to be connected to the emergency power generator.

a. For long wings the lighting circuits shall be divided into three areas Executive Zone, Central Stair Lobby/Utility Core, and Administrative Zone. Each area shall be able to be connected to the emergency or commercial power panels independently from each other. Within each of these areas separate lighting control strategies for occupancy (office or meeting rooms), daylight harvesting, location within the wing/floor, utility room, restrooms etc. shall be used to further detail the lighting strategy.

b. For short wings (L3rd) lighting circuits will one area which can be connected to emergency or commercial power. Within this area, separate lighting control strategies for occupancy (office or meeting rooms), daylight harvesting, location within the wing/floor, utility room, restrooms etc. shall be used to further detail the lighting strategy.

c. For middle wings (B3rd) lighting circuits will one area which can be connected to emergency or commercial power. Within this area, separate lighting control strategies for occupancy (office or meeting rooms), daylight harvesting, location within the wing/floor, utility room, restrooms etc. shall be used to further detail the lighting strategy.

d. For Lightwell areas (LW2 and LW4) lighting circuits will one area which can be connected to emergency or commercial power. Within this area, separate lighting control strategies for occupancy (office or meeting rooms), daylight harvesting, location within the wing/floor, utility room, restrooms etc. shall be used to further detail the lighting strategy.

Provide lighting levels and uniformity per the recommendations of the IES and the MILHDBK 1190. As a minimum, provide the following foot-candle levels for the described conditions. Space Minimum Average Lux Minimum Average Foot-candles: Office spaces with task lighting 509 50 Office spaces without task lighting 712 70 Corridors and lobbies 153 15 Restrooms/lockers 153 15 Break rooms 153 15 Conference rooms 509 50 Storage rooms 82 8 Utility rooms 153 15 Telecommunications room 509 50 Training rooms 712 70 1. The lux (foot-candle) levels shown are calculated to the normal working plane for the typical task in

each room. Typical working plane is 762 (30 inches). Do not define any working planes higher than 914 (36 inches).

2. Provide the 712 lux (70 fc) level of light at the work benches, 305 (30 fc) for the general storage/work

area.

3. In the office and circulation spaces, typical over head lighting shall provide 30 FC for circulation and ambient lighting. Task lights will be provided in the systems furniture or desktop lights for case good furniture, by others, to meet the 50 FC requirement at the task surface. Open and private office work station areas will be equipped with receptacles which can be used to power under shelf LED task lighting with an integral rocker switch and desk top LED task lighting. Over head lighting shall provide the required minimum FC at the task surface in the conference and meeting rooms. In addition the over head lighting shall provide the required illumination in the utility rooms i.e. electrical rooms, communications rooms and mechanical rooms.



Emergency Lighting: 1. Exit signs shall be provided in accordance with the requirements of the NFPA 81. Signs shall be the

LED type. 2. Emergency illumination systems shall be provided in accordance with the requirements of the NFPA

81. D503001 TELECOMMUNICATIONS SYSTEMS Scope of Communication Work: Verification of existing systems and completion of the design documents including analysis, specifications and drawings as well as the construction of a new communication system pathways. This will include the construction of new communication room spaces and the installation of a fully functional communication infrastructure pathways (Classified and Unclassified). The project includes new pathways, cabinets, cable trays, conduit and termination hardware for communication rooms. This shall include telephones, data ports and CATV, CCTV, AV and Security systems. The DB Contractor shall provide backbone pathways for all voice and data networks from the Main terminal rooms to the individual wings indicated in this phase. Wiring to be provided by others. Communications Background: Building 1102 has a variety of communication infrastructure already in place. The main telecommunication rooms are located in Wing M and H 1st floor. No work is required in these rooms (Classified or Unclassified). Communications infrastructure originates in M and H wing 1

st

floor and is routed through the crawl space and attic to the communications rooms. Phase 2 will complete the communications rooms in A3rd and C3rd and provide the point-of-presence for A3rd and C3rd. Phase 3 pathways serving A3rd and C3rd will terminate at these communication rooms provided by Phase 2. Please see Part 6 Attachment 1.3. Phase 1 will provide the point of connection on the second floor of D wing and LW4 to establish the point-of-presence in the new communications room to be built on D3rd and LW4-3rd in Phase 3. Please see Part 6 Attachment 1.2. Phase 3 pathways serving L3rd and B3rd will terminate at the new LW4-3

rd communications room, while D3rd pathways will

terminate at the new D3rd communications room. Communication systems in this building include: Telecommunications and Data (Unclassified, Classified, Secret and Top Secret) Security System (Vindicator) for SCIF and SOSA to include all Classified Communication Rooms CCTV System as required CATV outlets and raceway as required by Oceanic Cable Company AV System raceway as required Coordination with the Contracting Officer is required before disruption of any of these communication systems. General Telecommunication Requirements: One classified and one unclassified telecommunication room shall be constructed for each floor/wing. Approximate size of these rooms’ areas shall be as shown in Part 6 Attachments 1.2 and 1.3. Both communication rooms shall include equipment rack, cable tray, as well as, red and black telecommunication ground bar. A 120/208V power panel shall be installed in the unclassified communication rooms to serve both communication rooms. Each communications room stack has 2- 4” conduit sleeves between the stacked communication rooms (floor above and below). All conduits shall be concealed where there is finished wall i.e full heigh walls, bulkheads and furred walls, columns and pilasters, as well as, above the drop ceiling or in the attic or crawl space areas or where other logical and normally utilized methods to conceal conduit are available. Refer to PDS requirements below for special conduit requirements. Conduit shall comply with TIA/EIA-569 in determining sizes of conduits. Provide 25% additional capacity for future expansion. Cable trays shall be sized in compliance with manufacturer’s specifications. Provide 25% additional capacity for future expansion. Horizontal distribution pathways shall consist of basket style cable tray



within the accessible ceiling spaces and 1” conduit from the tray to the end user outlet box for unclassified systems. Provide conduit with pull wires for furniture systems’ connections. Provide j-boxes within the bulkheads for connection to the demountable walls. Demountable walls by others. Provide duplex power receptacles at the telecommunications backboards in each communication room. Provide duplex power receptacles in each equipment rack to support all the GFGI equipment. Provide a minimum of two dedicated circuits per equipment rack. Grounding shall be installed per TIA/EIA-607-A. Telecommunications Cabling: Cabling shall be provided and installed by others. A description of the cabling which also describes conduit requirements to be installed is as follows: UL listed for the application and shall comply with TIA/EIA-568-C.1, TIA/EIA-568-C.2, TIA/EIA-568-C.3, and NFPA 70. Copper cable in accordance with TIA/EIA-568-B.2, UL 444, NEMA WC 63.1, UTP (unshielded twisted pair), 100 ohm. Four each individually twisted pair, 24 AWG conductors, Category 5e, with green and blue thermoplastic jacket as indicates on drawings. Cable shall be imprinted with manufacturers name or identifier, flammability rating, gauge of conductor transmission performance rating (category designation) at regular intervals not to exceed 1 meter (3.3 feet). The word “METER” or the abbreviation “M” shall appear after each length marking. Provide communications plenum (CMP) or communications riser (CMR) rated cabling in accordance with the NFPA 70. Fiber optical fiber cable in accordance with TIA/EIA-568-C.3. Cable types to include 50/125/900-um, thermoplastic tight buffered, Color of the cable shall be as indicated on the drawings. Cable shall be imprinted with manufacturer, flammability rating and fiber count at regular intervals not to exceed 1 meter (3.3 feet). Provide optical fiber riser cable (OFNR) or nonconductive optical fiber plenum cable (OFNP) in accordance with NFPA 70. Not more than two 1.57 rad (90 degree) conduit bends in any conduit run unless specifically approved by the Contracting Officer. Conduit outlet bodies such as LBs are not allowed. All bends shall be weeping bends. Minimum radius bends shall comply with TIA/EIA-569-A. All junction and outlet boxes shall remain accessible. Protected Distribution System (PDS): PDS Conduit is a program requirement. Phase 3 shall provide the pathway to the classified communications room on D3rd and in LW4-3

rd. Contractor shall install alarmed

open cable type within the secret open storage areas. Outside of the SOSA (non-secure office areas), Contractor shall install hardened and alarmed PDS to include standard holocom box/conduit. PDS must be IAW AFSSI 7703. Alarming will be done in conjunction with Fiber Installation Contract. Distribution Frames: Patch Panels: Provide ports for the number of horizontal and backbone cables terminated on the panel plus 25% spare. Fiber Optic Patch Panel: Provide panel for maintenance and cross connecting of optical fiber cables. Panel shall be cabinet mounted and compatible with a 482.6 mm (19 inch) equipment rack. 72- strand, 1 rack unit high fiber patch panels are required. Provide dust cover for unused adaptors. The rear of each panel shall have a cable management tray a minimum of 203 mm (8 inches) deep with removable cover, incoming cable strain-relief and routing guides. Panels shall have each adapter factory numbered and be equipped with laminated plastic nameplates above each adapter. Cable Guides: Provide cable guides specifically manufactured for the purpose of routing cables, wires and patch cords horizontally and vertically on 482.6 mm (19 inch) equipment cabinets. Cable guides of ring or bracket type devices mounted on cabinet panels for horizontal cable management and individually mounted for vertical cable management. Connector Block: Provide insulation displacement connector (IDC) Type 110 for Category 6 and higher systems. Provide blocks for the number of horizontal and backbone cables terminated on the block plus 25 percent spare. Equipment Cabinets: Freestanding modular type, 16 gauge steel construction, minimum, treated to resist corrosion and be compatible with 482.6 mm (19 inch) panel mounting. Provide cabinet with ground bar, and surge protected power strip with 6 duplex 20 amp receptacles as a minimum. cabinet shall be furnished with vertical wire manager on both sides. Outlets: Four (4) Category 5e cable shall be provided for each unclassified workstation outlet. Outlets shall be double gang box with single gang mud ring. A six port (RJ-45) outlet faceplate will be installed with two blank ports. Ports will be used for unclassified data and port will be used for phone system. Strand of multimode fiber shall be installed at each classified workstation. (2) Duplex LC connectors will be installed at each classified user outlet box. Backboards: Provide void-free, fire rated interior grade plywood 21 (3/4 inch) thick as indicated. Backboards shall be painted with a gray, nonconductive fire resistant overcoat. Do not cover the fire stamp on the backboard. In the conference and meeting rooms



provide mounting board for AV equipment and flat screen TV’s on the walls indicated. Grounding and Bonding: Comply with UL 467, EIA/TIA-607, and NFPA 70. Components shall be identified as required by EIA/TIA-606. Separate TMG will be installed for classified and unclassified communication room. AV System: Only raceway and boxes will be installed as required. Head end equipment will be by GFGI. D503004 TELEVISION SYSTEMS General: The cable television premises distribution system shall consist of coaxial cables and connecting hardware to transport television signals throughout the building to user locations as indicated. System shall comply with the requirements of Oceanic Cablevision.

1. Coaxial Cable: Coaxial cable shall be RG-6/U, quad shield. Cable shall be label-verified. Cable jacket shall be factory marked at regular intervals identifying cable type. Cable shall be rated per NFPA 70. Interconnecting cables shall be cable assemblies consisting of RG-6/U coaxial cable with male connectors at each end, provided in lengths determined by equipment locations as shown.

2. Outlets: Cable television outlets, including wall outlet plates, shall be equipped with a female connector to accept the connecting coaxial cable from the user's television set. Faceplates provided shall be impact resistant plastic. Each faceplate shall be labeled with its function and a unique number to identify the cable run.

3. Outlet Boxes: Electrical boxes for cable television outlets shall be 117 mm square by 53 mm deep with minimum 9 mm deep single or two gang plaster ring as shown. Conduits shall be minimum 25 mm.

4. Installation: System components and appurtenances shall be installed in accordance with NFPA 70, manufacturer's instructions and as shown. Necessary interconnections, services, and adjustments required for a complete cable television distribution system, ready to connect to external television signal sources, shall be provided. Penetrations in fire-rated construction shall be firestopped. Cables and outlets shall be individually labeled and marked. Cables shall not be installed in the same cable tray, utility pole compartment, or floor trench compartment with ac power cables.

5. Testing: Materials and documentation to be furnished under this specification are subject to inspections and tests. Components shall be terminated prior to testing. Equipment and systems will not be accepted until the required inspections and tests have been made, demonstrating that the cable television premises distribution system conforms to the specified requirements, and that the required equipment, systems, and documentation have been provided. After installation of the cable and before connecting system components, each cable section shall be end-to-end tested using a time domain reflectometer (TDR) to determine shorts, opens, kinks, and other impedance discontinuities and their locations. Cable sections showing adverse impedance discontinuities (greater than 6 dB loss) shall be replaced at the Contractor's expense. There shall be no cable splices between system components unless approved by the Government.

D503005 SECURITY SYSTEMS Security System: Vindicator intrusion detection system with access control will be installed in SCIF area and each classified communication room and the five (5) secret open storage areas in B3rd, D3rd, LW4-3

rd and L3rd.. The head end equipment will be installed in classified communication room. The contractor

is to provide power from an emergency power panel along with pathway, fiber, panels and electronic devices for the following:

1. Secret open storage areas (SOSA) including the classified communications rooms and office areas on B3rd, LW4-3

rd, L3rd, and D3rd. This includes IDS and electronic badging systems

compatible with existing systems such as Vindicator. Please see Part 6 Attachment 2.5 for security requirements.

2. Controlled access areas for each of the entry doors to the office areas on A3rd, B3rd, C3rd, D3rd, and L3rd. These require an electronic badging system compatible with vindicator.

CCTV System: Only raceway, cable and junction boxes will be installed as required. Head end equipment will be by GFGI. CATV System: Only raceway, cable and connectors will be installed as required. Head



end equipment will be by GFGI. D5090 OTHER ELECTRICAL SERVICES D509001 GENERAL CONSTRUCTION ITEMS (ELECTRICAL)

Provide General Construction Items (Electrical) including, but not necessarily limited to, all connections, fittings, boxes and associated equipment needed by this and other sections of this RFP as required for a complete and usable system.

Conduits, cable trays and busways that penetrate fire-rated walls, fire-rated partitions, or fire-rated floors shall be firestopped in accordance with Section C10, Interior Construction.

Conduits, cable trays and busways that penetrate higher security areas such as secret open storage shall be constructed per the DoD 5200.01. See Part 6 Attachment 2.6.

Contractor shall coordinate all electrical and communication outlet placements.

D509002 EMERGENCY LIGHTING AND POWER Provide power and wiring for emergency lights and exit lights throughout the facility.

Provide dedicated emergency power panels to each wing electrical room as noted above. Emergency power fed from light wells and back to existing automatic transfer switches and the emergency generators.

D509003 GROUNDING SYSTEMS Provide a complete grounding system for the facility electrical and telecommunications systems.

PHASE 3 REPAIR OF HQ PACAF B11O2 PROJECT NO. KNMD 091041P3 JOINT BASE PEARL HARBOR-HICKAM HAWAII

PART 3 - CHAPTER 6 – F20 - Page 1 of 3

F20 SELECTIVE BUILDING DEMOLITION

GENERAL SYSTEMS REQUIREMENTS Perform all off-site work necessary to meet the requirements of the project, local codes, reference standards, technical specifications and performance criteria. Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work. The contractor shall submit complete the "Permits Record of Decision" (PROD) form with the first design submittal package. A blank PROD form is in the UFC 3-200-10N, Civil Engineering. Contractor shall determine correct permit fees and pay said fees. Copies of all permits permit applications, and the completed PROD form shall be forwarded to the EFD Environmental Reviewer. Coordinate and obtain approval from the Contracting Officer for proposed haul route(s), work site access point(s), employee parking location(s) and material laydown and storage area(s). F2010 BUILDING ELEMENTS DEMOLITION This project includes the demolition of the following including but not limited to existing interior finishes and systems including plumbing, electrical, mechanical, life safety, security and communicationsystems. F2010 1.1 GENERAL DEMOLITION Remove all interior finishes including floor, wall and ceiling finishes including ceramic tile, carpet, vinyl tile, suspended grid and direct glued acoustical tile. Demolition of gypsum board and wood/ metal stud partitions, CMU and structural glazed tile partitions. F2010 1.2 UTILITIES Remove existing mechanical, electrical and communication systems. Mechanical demolition to include but not limited to thru window AC units, Air Handling Units, ducting and chilled water lines. Plumbing system demolition includes fixtures and supply and drain lines. Electrical demolition includes but is not limited to transformers, panels, switch gear, conduit, outlets and fixtures. Communications system demolition includes but is not limited to boxes, trays, outlets and accessories. F2010 1.3 DUST CONTROL Prevent the spread of dust and debris to occupied portions of the building and avoid the creation of a nuisance or hazard in the surrounding area. F2010 1.4 TRAFFIC CONTROL Provide barricades to prevent the unauthorized entry to work areas. F2010 1.5 WEATHER PROTECTION All areas shall be protected from weather at all times. F2010 1.6 BURNING Burning will not be permitted. F201001 SUBSTRUCTURE & SUPERSTRUCTURE Not Used F201002 EXTERIOR CLOSURE Not Used F201003 ROOFING Not Used F201004 INTERIOR CONSTRUCTION & FINISHES



Remove all finishes, partitions as indicated in Part 6 Attachment 1.1 of this RFP. F201005 CONVEYING SYSTEMS Not Used F201006 MECHANICAL SYSTEMS Remove all Mechanical and Plumbing Systems as indicated in Part 6 Attachment 1.1 of this RFP. F201007 ELECTRICAL SYSTEMS Remove all Electrical systems as indicated in Part 6 Attachment 1.1 of this RFP. F201008 EQUIPMENT & FURNISHINGS The contractor is responsible for removal of equipment and furnishings in the scope of work areas A3rd, B3rd, C3rd, D3rd, L3rd, LW2-3

rd and LW4-3

rd.

The Contractor should anticipate demolishing and removing systems furniture,case goods and assorted filing cabinets, printer stands, bookshelves, office chairs, etc associated with a typical office. The quantities shown below are estimates based on the number of personnel in each area. The descriptions of the furniture/equipment are general and do not reflect exactly what is in place in the wings but are typical of what can be expected.

Wing Floor Zone Private Office (# Offices w/case goods)

Open Office (# Prsnl w/systems furniture)

Conference Room 1 (table and chairs)

Conference Room 2 (table and chairs)

A 3 Admin 6 45 30 0

A 3 Exec 8 45 30 5

B 3 N/A 4 35 20 5

C 3 Admin 4 45 30 0

C 3 Exec 3 45 50 0

D 3 Admin 8 45 50 0

D 3 Exec 1 45 40 0

L 3 N/A 4 45 50 0

LW2 3 N/A 0 0 0 0

LW4 3 N/A 1 9 0 0

A. Typical Equipment

1. Private Office (Case Goods) a. 108” X 108” combination wood and metal modular work stations, two (2) pedestals,

two (2) overhead bins, one (1) each four-drawer lateral file, chairs, meeting table, couch and coffee table or couch and lounge chair with side table, or any combination thereof.

b. executive office wood veneer case goods furniture consisting of single pedestal desk (36”X 72”), credenza/hutch (24” X 78”) and bridge (42”), chairs, meeting table, couch, coffee table, lounge chairs and side table.

c. Window blinds 2. Open Office (Systems Furniture)

a. 72” X 84”, 84”x96” and 108”x108” systems work stations with work surfaces, two (2) pedestals, two (2) overhead bins and task chairs

b. 84” X 96” systems work station with work surfaces, two (2) pedestals, two (2) overhead bins and task chairs

c. 108” x 108” systems work station with work surfaces, two (2) pedestals, two (2) overhead bins, task chairs and meeting table

d. Window blinds



B. Typical equipment/furniture conference rooms, training rooms and storage rooms 1. Wooden conference table, and seating for 10-20 people and additional seating up to 49 per

conference room. 2. 2’x4’ tables per person and one task chair per person 3. White boards, dry erase boards 4. Communication equipment racks two per room and shelves

C. Salvage and turned over to the Government 1. Specific furniture items may be identified for salvage as directed by theB1102 Repair Project

Workspace Engineer. Reference Spec Section 02 41 00. 2. Assume 10% of furniture and chairs are salvageable.

Certain equipment such as the communications electronics, racks, cabinets and pathways that cannot be moved/removed will be identified in the pre-demo walkthrough. Examples include the communications vertical infrastructure in A wing extending from the attic to the 2

nd floor and B wing from the crawl space to

the attic. F201090 OTHER NON-HAZARDOUS SELECTIVE BUILDING DEMOLITION As indicated in Part 6 Attachment 1.1 of this RFP. F2020 HAZARDOUS COMPONENT ABATEMENT A report for each of the following: asbestos, lead based paint, paint: lead, cadmium, chromium, mercury, PCBs, ozone depleting substances, is provided to support this project and is attached in Part 6 Attachment 2 of this RFP. Remove and dispose of the following hazardous materials: asbestos, lead based paint (lead, cadmium and chromium), mercury, PCBs, and ozone depleting substances. See the Hazardous Materials report Part 6 Attachment 2 of this RFP for procedures and performance method for work related to these substances. All work shall comply with all applicable Federal, state and local regulations. F2020 1.1 PRIVATE QUALIFIED PERSON (PQP) The General Contractor is required to hire as a first tier subcontractor as PQP to ensure compliance with the approved work plans and perform independent inspections, testing and verification of the hazardous components work including: asbestos, lead containing paint, cadmium containing paint, chromium containing paint, mercury & PCBs and ODS. F2020 1.2 FURNISHINGS Not Used. F2020 1.3 DISPOSAL All waste materials shall become the property of the Contractor and shall be transported, disposed of and recycled in accordance with.