TEDF Basis of Design Rev 2 091609

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JEFFERSON LAB

Technology and Engineering Development Facility 12000 JEFFERSON AVENUE | NEWPORT NEWS | VIRGINIA 23606 Basis of Design Report 35% Submission OWNER CONTRACT NUMBER: JSA08-C1952 EWINGCOLE PROJECT NUMBER: 20080400 August 27, 2009

CONTENTS

EWINGCOLE | TECHNOLOGY AND ENGINEERING DEVELOPMENT FACILITY (TEDF) PROJECT NUMBER 20080400 | © EWINGCOLE 2009

EXECUTIVE SUMMARY Tab 1

1.1 Goals and Objectives

1.2 35% Design Summary

1.3 LEED and Sustainable Design Summary

1.4 Schedule Summary

1.5 Cost Summary

SITE PLANNING, CIVIL ENGINEERING & LANDSCAPE TAB 2

2.1 Site Planning

2.2 Civil Engineering

2.3 Landscape Design

2.4 Outline Specifications

ARCHITECTURAL BASIS OF DESIGN TAB 3

3.1 Architectural Narrative

3.2 Phasing


LEED AND SUSTAINABILITY TAB 4

4.1 General Approach

4.2 LEED Certification Building 58 Renovation & Addition

4.3 LEED Certification TED Building

4.4 Innovation and Design Process Descriptions

4.5 Energy Conservation

4.6 Summary

4.7 LEED Checklists

CONTENTS

EWINGCOLE | TECHNOLOGY AND ENGINEERING DEVELOPMENT FACILITY (TEDF) PROJECT NUMBER 20080400 | © EWINGCOLE 2009

CODE ANALYSIS AND FIRE PROTECTION TAB 5

5.1 Applicable Codes and Standards

5.2 Building Use / Construction Type

5.3 Height and Area Limitations

5.4 Fire Separations

5.5 Potential Variances

5.6 Communicating Space and Stairs

5.7 Means of Egress

5.8 Fire Suppression Water Supply and Equipment

5.9 Fire Alarm System

5.10 Hazardous Material


ENGINEERING BASIS OF DESIGN TAB 6

6.1 Mechanical Engineering

6.2 Plumbing and Piping Systems

6.3 Electrical/Telecommunications Engineering

6.4 Structural Engineering

APPENDIX

Appendix A: Architectural Renderings

Appendix B: Room Definition Sheets

Appendix C: Equipment Schedule

Appendix D: Envelope Compliance

Appendix E: Concept Cost Estimate

Appendix F: Geotechnical Engineering Report

EXECUTIVE SUMMARY

EWINGCOLE | TECHNOLOGY AND ENGINEERING DEVELOPMENT FACLITY (TEDF) PROJECT NUMBER 20080400 | © EWINGCOLE 2009 PAGE 1-1

1.1 GOALS AND OBJECTIVES The Technology and Engineering Development Facility (TEDF) project includes the renovation

of the existing Test Lab Building 58, a 30,000 sf addition to Building 58 and a new 70,000 sf Technology and Engineering Development (TED) Building. An important goal of this project is to create a unified, team oriented working environment, by optimizing and standardizing the process flow of people, products, waste, supplies and information through the facility. This document reports on the development of the 35% Design for the project.

1.2 35% DESIGN SUMMARY The TED Building includes space for the Engineering Division Hall Engineering including

Electrical, Vacuum and Installation, Cryo Fabrication, Mechanical and Physics Division. The program elements for these departments led to the development of a building that has high bay space with crane service, low bay space for technical shops and a second floor office space. The high bay space includes Cryo Fab Shop, Installation Shop, Electricians Shop, a shared machine shop and fabrication shops for Physics Halls A, B and D. The low bay space includes the Electrical Engineering High Power and Low Power Test Stands and Fabrication Shop. Vacuum and Installation includes Vacuum Assembly and Pump Repair. The first floor also includes Tech workspaces for Physics. The offices and workstations are provided on the 2nd floor with enclosed offices along a core and open offices and workstations in an open environment. This arrangement allows for better teamwork, communication and allows daylight to penetrate deep into the open floor plan.

After careful study and critical analysis, the team has determined that it is in the best interest

of Jefferson Lab to locate the TED Building adjacent to Building 58 and to interconnect the two buildings to promote better teamwork, communication and to better accommodate construction phasing. Additionally, there are other advantages to this approach that include better and more efficient site design and pedestrian and vehicle circulation. These issues are detailed in Section 4 and include: (1) Maintaining the existing wooded area and wetland area at the entrance from Jefferson Avenue; (2) providing an improved image of the campus from the main entrance; (3) utilizing the efficiencies of a shared service yard; and (4) providing better site circulation

The Test Lab Building 58 was built by NASA in 1965 for radiation effects research and has

been modified to accommodate activities now performed by the SRF (Superconductor Radio Frequency) group. The current layout and process configuration does not produce efficient and effective process work flow. The poor flow is due in part to limited space, insufficient utilities and massive concrete shielding that is not needed for operations. Current and new work flow diagrams in section 5 show the improvement expected with the new addition and layout. The basic concept evolves from the design drivers identified in section 5 and leads to a layout locating small parts fabrication, etching, cleaning and assembly in the new addition and the high bay crane handling activities occurring in the existing Building 58.

1.3 LEED AND SUSTAINABLE DESIGN SUMMARY The team recommends that the TED Building and Building 58 including the Addition be

considered as two projects for the purposes of LEED certification. The requirements of new construction and renovations are different and therefore must be separated. The TEDF project will pursue two LEED Gold ratings: one for the TED Building and one for the Building 58 Renovation and Addition. Checklists and strategies are detailed in this report

EXECUTIVE SUMMARY


1.4 SCHEDULE SUMMARY A milestone schedule has been developed for the design phases and is shown in Section 7.

The project is on schedule and design phases can be completed by January of 2010. 1.5 COST SUMMARY The estimate has been provided under separate cover. A cost narrative is provided in

Section 7. The narrative includes scope and qualifications.

SITE PLANNING, CIVIL ENGINEERING & LANDSCAPE DESIGN


2.1 SITE PLANNING One of the project goals is to create a collaborative work environment and enhance the image

of the site. The central green space that is bounded by the CEBAF, EEL and new TED Building, creates a stronger sense of place. Strategically positioning the entry component of TED Building in the gap between EEL and Bldg. 58, effectively screens loading/service functions and provides a new front door. Positioning the overall mass of the TED Building in front of Building 58 helps to mitigate the large scale of the existing structure.

The new building can also help to establish a more cohesive architectural image. The second

floor extension creates a portico over the new entry lobby, which serves both TED and Building 58. Functional building elements like the second floor egress stair and the wall screening the EEL service area become visual forms in the larger landscape as they are integrated with the green space and planted berm that flanks the entry portico. The exterior façade of the TED Building is designed for maximum natural light and views, especially on the second floor, where most of the office functions are located. Conference rooms are located along main circulation and connections to Building 58.

The new TED Building is located just west of the existing Test Lab Building with connector links

interconnecting the two buildings. This forms a shared service yard area west of Building 58 and south of the TED Building. The service road is reconfigured to connect the service yard and access point to the accelerator site to the main service road north of Building 58. A park and pedestrian walkway is developed between the new TED Building and the CEBAF Center to the north and forms the entry way to the new TED Building. Staff and visitors entering the site from Jefferson Avenue will travel along Lawrence Drive to the new road at the CEBAF Center and turn east toward the CEBAF Center and find parking is to the east. Service vehicles and staff can enter the site along Ratley Road that provides access to parking and leads to the service yard at Building 58 and the TED Building.

2.2 CIVIL ENGINEERING Storm Water Management (SWM): Most of the site drains to the east via a concrete

stormwater pipe to the existing stormwater management pond located east of Hadron Drive. This includes the area of Sura Road west of EEL. The existing stormwater pipe will be connected to the piping under Sura Road and a portion of the existing ditches will be piped to provide a level area at the main entrance to the TED Building. The existing stormwater pond will be relocated and enlarged to provide water quality for the impervious areas in this upstream drainage area. The fire lane will be constructed with porous pavers to reduce stormwater runoff and increase infiltration. Unfortunately, the high water table and the existing soil types, severely limits the ability to provide infiltration under the parking lots. All of the parking lots also drain to the stormwater management pond. The roof of Building 58 will drain to an existing stormwater pipe which drains to a ditch running to the north and into the relocated pond.

The area to the south of the Building 58 and the TED Building will drain to bio-retention swales

and a water quality pond before draining to an existing stormwater pipe which drains to Quark Place. A small area on the west side of the TED Building drains to an exist ditch to the west of a service area.



Using this combination of bio-retention swales, grass ditches and water quality ponds will provide the water quality required for the existing and proposed impervious areas.

Water: The existing Building 58 is served by an 8-inch line which circles the building and also provides fire protection with several fire hydrants. This water line loop is served by a line running from Jefferson Avenue. Construction of the TED Building and the addition to Building 58 will require that much of this line be reconstructed. Portions of the loop will be placed farther to the west and south with new fire hydrants as required.

Sanitary Sewer: The existing Building 58 is served by a sanitary sewer line, also running from

the lift station at Jefferson Avenue. The portions of the sanitary sewer line interrupted by the TED Building will be replaced by new sewer lines.

Gas: The natural gas service to Building 58 also runs from Jefferson Avenue. A portion of the

existing line will be replaced and routed south of the TED building. 2.3 LANDSCAPE DESIGN Landscape design including hardscape elements and plant materials will provide a simple and

cost effective enhancement to the general appearance of the Jefferson Laboratories campus. Plantings add an element of human scale to open spaces and can be used functionally to screen undesirable views, buffer winds, reinforce the hierarchy of the circulation system, and provide a visual transition between dissimilar land uses. The use of plant material on the campus will promote sustainable development. Trees, shrubs, groundcover, and vines provide aesthetic appeal as well as preservation of fauna and flora, energy conservation, climate modification, erosion control, air purification, and noise abatement.

Trees are provided in parking areas to visually de-emphasize the parking lot, provide shade for

pedestrians and to reduce the heat island effect from large areas of paving. Shade tree plantings in parking lots reduce glare and moderate ambient air temperatures. At least 10 percent of new parking areas shall be green space, such as islands, to break up large expanses of paved area and provide areas for stormwater management.

Landscaping is provided to enhance the architecture of the building, moderate temperatures,

and to provide a pleasant environment for building tenants. Landscaping will also be used to supplement fencing and walls to screen unsightly elements such as mechanical areas and dumpsters. Open field areas will be planted with meadow plantings, and the existing treed areas will be enhanced with new understory plantings using a mix of evergreen, deciduous, and flowering trees.

The plant material specified in the design utilizes native plants and select non-invasive

ornamental species adapted to the growing conditions of the site and having characteristics for low maintenance and sustainability. Maintenance will be minimized through the use of native indigenous plant materials and select non-invasive cultivars that require less maintenance to survive.



2.4 OUTLINE SPECIFICATIONS Listed below are the specification sections that will be used for the project.

DIVISION 01 – GENERAL REQUIREMENTS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION DIVISION 12 - FURNISHINGS 12 93 00 SITE FURNISHINGS DIVISION 22 - PLUMBING 22 11 13 FACILITY WATER DISTRIBUTION PIPING 22 13 13 FACILITY SANITARY SEWERS DIVISION 31 - EARTHWORK 31 10 00 SITE CLEARING 31 12 00 EARTH MOVING 31 12 19 DEWATERING 31 13 16 TERMITE CONTROL DIVISION 32 – EXTERIOR IMPROVEMENTS 32 12 16 ASPHALT PAVING 32 13 13 CONCRETE PAVING 32 13 73 CONCRETE PAVING JOINT SEALANTS 32 14 00 UNIT PAVING 32 31 13 CHAIN LINK FENCES AND GATES 32 31 14 HIGH-SECURITY CHAIN LINK FENCES AND GATES 32 32 23 SEGMENTAL RETAINING WALLS 32 92 00 TURF AND GRASSES 32 93 00 PLANTS DIVISION 33 - UTILITIES 33 41 00 STORM UTILITY DRAINAGE PIPING 33 46 00 SUBDRAINAGE

ARCHITECTURAL BASIS OF DESIGN


3.1 ARCHITECTURAL NARRATIVE The New facility will create a gateway for the campus and a unified green space. The

resources of the project will be maximized by investing in visually machined glass and metal panel along the front of the building while allowing the rear of the building, along the service yards and the connection areas to the east, to be clad with the more cost effective polished small scale Concrete Masonry Units (4’x16” CMU) veneer on CMU back up.

The design intent of the project is to articulate the building as a high tech structure inserted

into a landscape setting. The “green” aspiration of the project, with the considerable effort towards establishing a park like setting for the building, will be complemented with a building design that utilizes the precise, machined quality of glass and insulated metal panels, reflecting mission of the building. The building along the front entrance will extend northwards over the entrance doors, forming a portico that allows the garden space to slip under the building and provide a welcoming shelter to the visitor and employees. The portico will be supported by stainless steel clad columns and a large stair clad in a circular configuration. The portico space will be bounded along its eastern edge by a high screen wall that will shelter the entrance from the service yard. A berm will extend the screen function to the north and will slip under the portico space further supporting the notion of the garden slipping into the building. The berm will create the northern enclosure of the portico. The screen wall to the east and the stair with its thickened wall will contain a built in display area for the staff of the facility.

Along the northern face of the facility, the second floor will extend over the first floor by 4’

feet, creating a sense of the building hovering over the garden enclosure. The northern face of the building along the north, the portico along the east, the wooded areas along the west, and the green along the north will create a landscape courtyard.

The first floor exterior walls will be clad with brick, and/or stone (as an alternate in some

areas) as a mediator between the machined quality of the upper floor and the landscape context.

At the lobby the floor shall extend the sense of the garden through large scale rectified

ceramic tiles with 1/16” joints. The front workstations shall be constructed with veneered millwork and the ceilings will be constructed of acoustical gypsum wall board. Acoustical wood panels will cover the walls to the north and south, while the edge of the lobby along the pedestrian connection will be constructed with an all glass assembly, similar to the front door. Along the northern and southern walls, lobby display walls will extend the exterior display area into the interior.

On the second floor, the space overhanging the portico will house public spaces, including

conferencing facilities and a fitness center recessed from the front. The conference rooms will lead to an open stairway which will connect to the covered portico below. Acoustical fabric panels will enclose three sides of the room, with the fourth side being a glass wall to the corridor. Matching fabric covered acoustical panel partitions will be located within the rooms to allow them to be subdivided in several different configurations. One wall of each conference room will have a floor to ceiling writing surface. The floors will have high-grade carpet tile. All rooms will be acoustically insulated.



The open office space will have a combination of open (no) ceiling, tegular tile ceiling with acoustical wood ceiling inserts and some gypsum wallboard soffits. The flooring will be carpet tile. Enclosed offices will have full glass doors and one side will have floor to ceiling glass. Open office furniture will consist of 4’ high acoustical partition panels and systems furniture.

3.1.1 TED Building Planning

The entrance to the TED Building serves as the entrance to both the TED Building and

the Test Lab (Building 58). The lobby is a controlled space, where visitors can easily be seen by two administrators, but cannot enter the building until they are buzzed in. The first floor of the TED Building serves physics and engineering groups with low bay areas (12’ clear) and high bay areas (20’ clear). A high bay area with a 10-ton crane houses welding shops and room for various experimental assemblies for Cryofab, Vacuum, Electrical and Physics. The open plan, which features a long span structure, has no hard walls on the interior so that it can achieve maximum flexibility. Electrical, Cryofab, Vacuum and the Physics Halls have low-bay technical areas on the first floor. Two corridors link the TED Building to Building 58. One corridor links the office functions between the two buildings on the first and second floors. The other corridor, which is on the first floor only, is a wide corridor linking high bay and technical areas between the two buildings. It will be integral to maintaining cryomodule production during the second phase of construction when the current high-bay area in Building 58 is being renovated.

The second floor of the TED Building is an office space supporting the groups that have

technical spaces on the first floor. The space overhanging the portico will have conferencing facilities and a fitness center recessed from the front. An open stairway at the end of the conference wing leads to a covered portico at the entrance below. Offices, cubicles and support spaces comprise the rest of the building. Support spaces, including toilets, mechanical and storage functions line the south wall of the building. This elevation of the building abuts the high bay work area and thus can have no windows. The rest of the building will be designed to maximize light penetration into the space, contributing to LEED gold certification. The few hard-wall enclosed offices called for in the building program will be located toward the center of the building footprint. These rooms will have glass walls facing the exterior. All other offices and cubicles will be enclosed with low-partitions made of systems furniture. This will allow light to penetrate deep into the space. Light shelves along the west and east walls will facilitate day lighting deep into the building.

3.1.2 Building 58 Planning

Several factors have acted as design drivers in the development of the design concept for the TEDF project. The existing Building 58 has a high bay space that extends from the North end of the original building to the South wall of the building. The high bay building is bounded by the central mechanical plant to the west and by 20’ thick concrete shielding/barriers to the east and the North Wing Addition and EEL Building to the north. Therefore, the only reasonable direction to expand the building is to the south.

The south wall is constructed of steel “X” braced columns and double concrete Tee’s

and is 63 high. The wall is currently partially obscured by a 3’ deep band of utilities. The utilities are scheduled for removal but the steel structure must remain. Therefore,



high bay activities associated with cryomodule work must remain in the existing building where access to the crane is available. The new addition to the south is planned to be a low bay design for handling small parts, cavities and cryounits. The heavy cryomodule assembly and transfer operations are to be conducted in the high bay area of Building 58. Cryounit and parts transfer between buildings when required will be horizontally on carts or rails.

The basic organization of Building 58 and the new addition is therefore set: For C-50

re-work, cryomodules are delivered to the Loading/Unloading area by flatbed truck. Using the High Bay crane, unloaded, moved to the Test Cave for decommissioning tests and back to the disassembly line. New and C-50 rework units follow the same path from the low bay area of the Addition to the final assembly area in the high bay area of Building 58. The high bay crane is used to transfer cryomodules to the Test Cave for final tests and back to the loading/unloading area for loading on the flatbed truck for shipment.

The work flow for processing and producing the parts for mechanical assembly occurs

in a core area of the addition. Parts are introduced at the east end of the addition through chemistry and the production cleanroom to the low bay assembly area.

Another design driver is the existing Vertical Testing Area (VTA) and the existing Test

Cave that must remain in the existing building and be operational during the renovations of Building 58. Both of these activities require use of the existing high bay bridge crane. The design is planned to locate the Vertical Attachment Area in the high bay area of Building 58, adjacent to the production cleanroom to allow the flow of cavities from the low bay addition to the high bay of Building 58 with access to the crane. The crane is then used to transport assemblies to and from the VTA.

The support spaces used in the manufacture of new cavities and to provide service for

re-work activity is located off an “L” shaped service corridor around the “chemistry – cleanroom – mechanical assembly "core". These functions are highly interactive and provide a service flow to the chemistry area and the “core”

Phasing and strategy to keep the SRF activity operational during construction is

another major design driver. The Building 58 Addition and the TED Building need to be constructed before Building 58 can be shutdown and renovated. The Building 58 Addition can accommodate many of the tasks required for SRF operations but cannot perform the VTA or Test Cave operations. There is also no high bay capability in the addition to transport heavy (10,000 lb) cryomodules for testing, shipping or receiving. Therefore, the advanced concept design proposes to construct the TED Building with a direct connection to Building 58. The TED Building has a high bay space with high bay crane and a connecting corridor connects the high bay space to the VTA and Test Cave in Building 58. At the completion of the renovations, normal flow can be established between Building 58 and the Addition. The TED Building can be finalized and occupied.

The Chemistry and Cleanroom suite along with Mechanical Assembly area form the

nucleus of this facility. The chemrooms, one for production and one for research, are ISO-7 spaces linked to a subdivided ISO-5 cleanroom. An unclassified space called Process Support Area (PSA) will have cabinets/equipment that can be supported from the dirty side and accessed from the clean side. A series of airlocks out of the



cleanroom will allow movement to testing rooms (VTA and the Test Cave) and back to the cleanroom suite. A series of clean shops and research labs surround the cleanroom and provide support. On the outbound side of the cleanroom is the cryounit/module assembly area. The final stage of the assembly area is in a high-bay area in Building 58, with access to the two 20-ton cranes. On the far side of the high-bay space is a flexible open area dedicated to each of the physics halls. A future addition to the existing injector Test Cave is being planned in this project, but will be built in a future project.

On the west side of the building a two-story area will be renovated to be office space

to support the building’s tenants. The second story is currently two small enclosures. The enclosures will be joined to take up the footprint of the first floor. This office area will adjoin the TED building.

3.1.4 Process Support Building Planning

The Process Support Building (PSB) provides a place outside the Test Lab Building to

prepare new chemicals and provide distribution to the Process Support Area and process equipment used in the chemistry rooms. Spent chemicals are pumped from process equipment to the Process Support Building for neutralization and disposal. A three stage neutralization system is located outside the PSB in a curbed area and cycles the acids through the tanks until the chemicals are neutralized suitable for release to the sanitary sewer system.

Phasing and strategy to keep the SRF activity operational during construction is

another major design driver. The Building 58 Addition and the TED Building need to be constructed before Building 58 can be shutdown and renovated. The Building 58 Addition can accommodate many of the tasks required for SRF operations but cannot perform the VTA or Test Cave operations. There is also no high bay capability in the addition to transport heavy (10,000 lb) cryomodules for testing, shipping or receiving. Therefore, the advanced concept design proposes to construct the TED Building with a direct connection to Building 58. The TED Building has a high bay space with high bay crane and a connecting corridor connects the high bay space to the VTA and Test Cave in Building 58. At the completion of the renovations, normal flow can be established between Building 58 and the Addition. The TED Building can be finalized and occupied.

Process Flow C-50 Cryomodule The process work flow and, therefore, organization of the work places are based on

the C-50 cryomodule rework activities and the new C-100 cryomodule process. The process work flow is organized to identify major activity associated with each workstation. The various steps and activity are as follows:

(1) Shipping/Receiving: Receive the C-50 cryomodule delivered on a flat bed

truck from the accelerator. The bridge crane removes the cryomodule from the truck bed to the Receiving Area.



(2) Test Cave: The cryomodule is moved to the Test Cave Staging Area and prepared for Testing. The unit is then moved to the Test Cave for decommissioning testing. When testing is complete, the unit is moved back to the Test Cave Staging Area.

(3) Disassembly Line: The cryomodule is moved from the Test Cave Staging Area to the Disassembly Line in the Mechanical Assembly Area. The End Caps and Bridging Rings are removed and the cryomodule separated into cryounits.

(4) Helium Vessel Disassembly: The cryounits are moved to the helium vessel workstation where the vessel is extracted from the cryounit assembly. The ‘Watts Cutter’ is used to remove the end caps exposing the cavity pair. The vessel and end caps are moved to Production Chemistry for high pressure cleaning. The cavity pair is moved to the cavity workstation.

(5) Cavity Workstation: The cavity pair is disassembled and parts segregated and moved to Production Chemistry for cleaning. This concludes the disassembly process.

(6) Production Chemistry: Cavity components moved to the Production Chemistry area for acid etching, ultrasonic cleaning and purified water rinsing. Parts are then bagged in plastic bags and moved through the pass thru to the Production Cleanroom.

(7) Production Cleanroom: Parts are brought into the Production Cleanroom and stored, ready for use. Parts are moved to the Loading and Unloading zone for loading into process equipment for polishing, washing and drying. Parts are then used to assemble cavity and cavity pairs.

(8) Vertical Attachment Cleanroom: Cavity and cavity pairs and moved to the Vertical Attachment Cleanroom for attaching instrumentation.

(9) Vertical Testing Area (VTA): The bridge crane is used to transport the cavity and cavity pairs to the VTA Test Stand clean area. Units are then moved to the VTA and lowered into test chambers for testing.

(10) CMM: If the testing in the VTA area is successful, the cavity and cavity pairs are moved the CMM area for measurement. The units then are transported back to the Production Cleanroom.

(11) String Assembly: Cavity strings are assembled in the Production Cleanroom and placed into a horizontal air lock for transfer to the Mechanical Assembly area.

(12) Cavity Workstation: Cavity pairs are moved to the C-50 Line to Workstation “A” for instrumentation.

(13) Helium Vessel Workstation: The assembly is moved horizontally to the Vessel Workstation where the cavity assembly is inserted into the Helium Vessel and sealed. The assembly is then moved horizontally to the Cryounit Assembly Workstation

(14) Cryounit Workstation: The vessel assembly is inserted into the Cryounit assembly and moved horizontally to the Cryomodule assembly area.

(15) Cryomodule Assembly: Four cryounits are staged and assembled into one cryomodule.

(16) Test Cave: The cryomodule is transported by the bridge crane to the Test Cave Staging Area. The unit is prepared for testing and moved into the Test Cave. When the tests are complete, the unit is removed to the staging area and then back to Shipping and Receiving.

(17) Shipping and Receiving: The cryomodule is loaded onto the flat bed truck for transport to the CEBAF site.



Process Flow C-100 New Cryomodule

(1) New Cavity Fabrication: The cavity fabrication process involves Production chemistry, EBW, CNC Fabrication, and Tuning and CMM. The process includes multiple movements among these functions until the cavity is constructed. Constructed cavities and components move to Production Chemistry.

(2) Production Chemistry: Cavity components moved to the Production Chemistry area for acid etching, ultrasonic cleaning and purified water rinsing. Parts are then bagged in plastic bags and moved through the pass thru to the Production Cleanroom.

(3) Production Cleanroom: Parts are brought into the Production Cleanroom and stored, read for use. Parts are moved to the Loading and Unloading zone for loading into process equipment for polishing, washing and drying. Parts are then used to assemble cavity and cavity pairs.

(4) Vertical Attachment Cleanroom: Cavity and cavity pairs and moved to the Vertical Attachment Cleanroom for attaching instrumentation.

(5) Vertical Testing Area (VTA): The bridge crane is used to transport the cavity and cavity pairs to the VTA Test Stand clean area. Units are then moved to the VTA and lowered into test chambers for testing.

(6) CMM: If the testing in the VTA area is successful, the cavities and cavity pairs are moved to the CMM area for measurement. The units then are transported back to the Production Cleanroom.

(7) String Assembly: Cavity strings are assembled in the Production CleanrRoom and placed into a horizontal air lock for transfer to the Mechanical Assembly Area.

(8) Cryostat Assembly Workstation: Cavities are moved to the C-100 Line to Workstation “A” for cryostat assembly. The assembly is moved horizontally to the Space Frame Workstation “B”.

9) Space Frame Assembly Workstation: The cryostat assembly is received at Workstation “B” and inserted into the space frame assembly. The assembly is then moved horizontally to the Cryomodule Assembly Workstation “C”.

(10) Cryomodule Assembly Workstation: At Workstation “C”, two Space Frame assemblies are staged and attached to form a cryomodule.

(11) Test Cave: The cryomodule is transported by the bridge crane to the Test Cave Staging Area. The unit is prepared for testing and moved into the Test Cave. When the tests are complete, the unit is removed to the staging area and then back to Shipping and Receiving.

(12) Shipping and Receiving: The cryomodule is loaded onto the flat bed truck for transport to the CEBAF site.

3.2 PHASING The basic phasing strategy is to construct the TED Building and Test Lab Addition in Phase 1

and use both buildings in part to conduct certain activities to allow the shutdown and renovations of the Test Lab Building 58 and to keep SRF activities in operation. The high bay area of the TED Building will be used to receive and dissemble C-50 cryomodules for re-work. Parts and assemblies will be transported to the Test Lab addition for chemistry and clean production work. For testing, cavities and strings will need to be transported through the temporary clean corridor to the Test Lab Building 58 Shipping/Receiving area that connects to the VTA area. Cavities testing successfully can be transported to the TED Building high bay



area via the permanent connecting corridor between the TED Building and the Test Lab Building 58. Cryounit and cryomodule assembly work is completed in the TED high bay area.

For final testing in the Test Cave, cryomodules can be transported to the Test Cave via the connecting corridor between the TED Building and the Test Lab Building 58. C-100 cavities can be constructed in the Test Lab Addition and the follow a process similar to C-50 re-work. It is noted that certain equipment will require short shutdowns required to relocate equipment from the Test Lab Building to the Addition - the EBW welder and furnaces are good examples.

At the end of the renovations, normal flow can be established between Building 58 and the

addition and the TED Building can be finalized and occupied as planned. Phase 1a includes: Early site work to relocate the guard house and construct the service road to allow access to

the accelerator site during construction. Early site work also includes the relocation of site utilities to maintain continuity of services during construction. The new Process Support Building will need to be constructed during the early work. This will allow the existing building to be demolished and site prepared for the construction of the Test Lab Addition.

Phase 1b includes:

The construction of the TED Building & Building 58 Addition. (1) The renovation of the metal building East of Building 58.

Phase 2 includes: Phase 2 is a preparation phase for the shutdown and renovation of the Test Lab Building and

includes the following: (1) Provide temporary or permanent services for the crane. (2) Provide temporary or permanent services for the Test Cave including the Control

Room. (3) Provide temporary or permanent services for the VTA Testing area including Control

Rooms and Test Stand. (4) Construct a temporary VTA soft wall cleanroom in the existing staging area. (5) Construct a temporary enclosed clean corridor between the double doors at the 450

Ton Press room of the addition, around the electrical yard and to the shipping/receiving area of the Test Lab Building via the existing truck entrance.

Phase 3 includes:

(1) Shutdown the Test Lab Building and complete the renovations. Phase 4 includes: Phase 4 includes making modifications, as required, to return the TED Building and the Test

Lab Addition to conditions ready for final occupancy.



Legend: (1) (2) (3), etc. are process flow sequence numbers (See C-50 & C-100 flows)



3.3 OUTLINE SPECIFICATIONS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 00 INVITATION TO BID 00 10 00 INSTRUCTIONS TO BIDDERS 00 20 00 INFORMATION FOR BIDDERS 00 30 00 PROPOSAL FORM 00 41 00 BID BOND (AIA Form A 310; by reference) 00 51 00 AGREEMENT (AIA Form A 101; 1997 by reference) 00 51 10 SUPPLEMENT TO THE AGREEMENT 00 57 00 WAIVER OF LIENS 00 61 00 PERFORMANCE BOND (AIA Form A 312; by reference) 00 62 00 PAYMENT BOND (AIA Form A 312; by reference) 00 71 00 GENERAL CONDITIONS (AIA Form A 201, 1997; by reference) 00 81 00 SUPPLEMENTARY CONDITIONS 00 85 00 DRAWING LIST DIVISION 01 - GENERAL REQUIREMENTS 01 10 00 SUMMARY 01 21 00 ALLOWANCES 01 22 00 UNIT PRICES 01 23 00 ALTERNATES 01 26 00 CONTRACT MODIFICATION PROCEDURES 01 29 00 PAYMENT PROCEDURES 01 31 00 PROJECT MANAGEMENT AND COORDINATION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION 01 32 33 PHOTOGRAPHIC DOCUMENTATION 01 33 00 SUBMITTAL PROCEDURES 01 40 00 QUALITY REQUIREMENTS 01 41 00 TESTING LABORATORY SERVICES (For Information Only) 01 42 00 REFERENCES 01 50 00 TEMPORARY FACILITIES AND CONTROLS 01 56 39 TEMPORARY TREE AND PLANT PROTECTION 01 60 00 PRODUCT REQUIREMENTS 01 73 00 EXECUTION 01 73 29 CUTTING AND PATCHING 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 77 00 CLOSEOUT PROCEDURES 01 78 23 OPERATION AND MAINTENANCE DATA 01 78 39 PROJECT RECORD DOCUMENTS 01 79 00 DEMONSTRATION AND TRAINING 01 81 13 SUSTAINABLE DESIGN REQUIREMENTS 01 91 00 TESTING, ADJUSTING, AND BALANCING FOR HVAC 01 91 13 COMMISSIONING



Facility Construction Subgroup DIVISION 02 - EXISTING CONDITIONS 02 41 16 STRUCTURE DEMOLITION 02 41 19 SELECTIVE DEMOLITION 02 42 00 REMOVAL AND SALVAGE OF CONSTRUCTION MATERIALS 02 44 00 ALTERATION PROJECT PROCEDURES DIVISION 03 - CONCRETE 03 35 00 CONCRETE FINISHING DIVISION 04 - MASONRY 04 20 00 UNIT MASONRY 04 42 00 EXTERIOR STONE CLADDING 04 72 00 CAST STONE MASONRY DIVISION 05 - METALS 05 40 00 COLD-FORMED METAL FRAMING 05 50 00 METAL FABRICATIONS 05 51 00 METAL STAIRS AND RAILINGS DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 10 00 ROUGH CARPENTRY 06 20 23 FINISH CARPENTRY 07 11 13 BITUMINOUS DAMPPROOFING 07 13 26 WATERPROOFING 07 21 00 THERMAL INSULATION 07 26 00 FLUID-APPLIED MEMBRANE AIR & VAPOR BARRIER (AVB) 07 27 00 FLUID-APPLIED, VAPOR-PERMEABLE MEMBRANE AIR INFILTRATION BARRIER (AIB) 07 33 63 VEGETATED ROOF ASSEMBLY 07 42 13 METAL WALL PANELS 07 53 16 ETHYLENE INTERPOLYMER (KEE) ROOFING 07 62 00 SHEET METAL FLASHING AND TRIM 07 72 00 ROOF ACCESSORIES 07 81 00 APPLIED FIREPROOFING 07 84 13 FIRESTOPPING 07 92 00 JOINT SEALANTS 07 95 00 EXPANSION CONTROL DIVISION 08 – OPENINGS 08 11 13 HOLLOW METAL DOORS AND FRAMES 08 12 16 ALUMINUM FRAMES 08 14 16 FLUSH WOOD DOORS 08 31 13 ACCESS DOORS AND FRAMES 08 33 23 OVERHEAD COILING DOORS 08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08 41 26 ALL-GLASS ENTRANCES AND STOREFRONTS 08 44 13 GLAZED ALUMINUM CURTAIN WALLS 08 44 33 SLOPED GLAZING ASSEMBLIES 08 51 13 ALUMINUM WINDOWS 08 63 00 METAL-FRAMED SKYLIGHTS



08 80 00 GLAZING 08 90 00 LOUVERS AND VENTS DIVISION 09 – FINISHES 09 29 00 GYPSUM BOARD SYSTEMS 09 30 00 TILING AND STONE TILING 09 51 13 ACOUSTICAL CEILINGS 09 65 13 RESILIENT BASE AND ACCESSORIES 09 65 16 RESILIENT FLOORING 09 67 23 RESINOUS FLOORING 09 68 13 TILE CARPETING 09 72 00 WALL COVERINGS 09 84 13 FIXED SOUND-ABSORPTIVE PANELS 09 91 13 EXTERIOR PAINTING 09 91 23 INTERIOR DIVISION 10 - SPECIALTIES 10 11 00 VISUAL DISPLAY SURFACES 10 12 00 DISPLAY CASES 10 14 00 SIGNAGE 10 21 13 TOILET COMPARTMENTS 10 22 13 WIRE MESH PARTITIONS 10 22 19 DEMOUNTABLE PARTITIONS 10 22 26 OPERABLE PARTITIONS 10 26 00 WALL AND DOOR PROTECTION 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES 10 44 13 FIRE EXTINGUISHER CABINETS 10 51 13 LOCKERS 10 56 13 METAL STORAGE SHELVING 10 70 00 EXTERIOR SUN CONTROL DEVICES DIVISION 11 – EQUIPMENT 11 53 13 LABORATORY FUME HOODS DIVISION 12 – FURNISHINGS 12 24 13 ROLLER WINDOW SHADES 12 35 53 LABORATORY CASEWORK (Clean Rooms & R&D Lab only) 12 48 13 ENTRANCE FLOOR MATS AND FRAMES, ENTRANCE FLOOR GRILLES DIVISION 13 - SPECIAL CONSTRUCTION 13 21 13 CLEANROOMS 13 34 19 METAL BUILDING SYSTEMS DIVISION 14 – CONVEYING EQUIPMENT 14 24 00 HYDRAULIC ELEVATORS

LEED AND SUSTAINABILITY


4.1 GENERAL APPROACH As directed by the Scope of Work document, the Technology and Engineering Development

Facility at the Thomas Jefferson National Accelerator Facility (Jefferson Lab) will be developed to achieve at minimum LEED-NC Version 2.2 GOLD Certification for the TED Building and for Building 58 including the addition. LEED Gold Certification requires between 39 and 51 LEED credits.

4.2 LEED CERTIFICATION BUILDING 58 RENOVATION & ADDITION

The LEED checklist for the Building 58 will include the addition and all portions of the renovated building. At the 35% phase, there are 42 points identified as “YES” for Building 58. The intent will be to submit no less than 42 LEED credits at the end of this project to the USGBC. Current Checklist is provided at the end of this section 4.

4.3 LEED CERTIFICATION TED BUILDING

At the 35% phase, there are 42 points identified as “YES” for the TED Building. The intent will be to submit 42 LEED credits at the end of this project to the USGBC. Current Checklist is provided at the end of this section 4.

4.4 INNOVATION AND DESIGN PROCESS DESCRIPTIONS Below is a general narrative to explain the innovation credits that will be included in the

project. Each checklist includes four innovation credits, that the projects will be required to meet the Gold Certification. Current innovation credits include the following items:

4.2.1 Innovation in Design- Public Education- A conscious effort to educate the staff,

occupants, and visitors to the facility could be developed to educate all about the case study examples that are a piece of the new facility. This program could achieve a LEED innovation credit. To achieve the LEED innovation credit, the project shall include an educational program. Two of the following three elements must be included in the educational program:

- Signage Program- A comprehensive signage program built into the building's spaces to educate the occupants and visitors of the benefits of green buildings. This program may include windows to view energy-saving mechanical equipment or signs to call attention to water-conserving landscape features.

- Case Study Booklet- The development of a manual, guideline or case study to inform the design of other buildings based on the successes of this project. This manual will be made available to the USGBC for sharing with other projects.

- Tour Program- An educational outreach program or guided tour could be developed to focus on sustainable living, using the project as an example.

To take advantage of the educational value of the green building features of a project

and to earn a LEED innovation credit, any approach should be ACTIVELY instructional.



4.2.2 Innovation in Design- Green Housekeeping- This innovation credit is a low price innovation credit accepted by the US Green Building Council. It requires that the general construction team implement three strategies after construction completion and prior to building occupancy: - EARN EQ c3.1- Implementation of a Construction IAQ Management Plan (see

EQ c3 already provided)-EARN EQ c3.2- 14,000 cubic feet of outside air per square foot flushout and replacement of filters with MERV 13 filtration (see EQ c3 already provided).

- GREEN SEAL CLEANUP- Final cleanup by an independent green cleaning service using cleaning products that meet the Green Seal GS-37 standard, floor cleaners complying with the CA Code of Regulations maximum VOC content, and disposable paper products, supplies and trash bags meeting the minimum requirements of US EPA's comprehensive Procurement Guidelines.

- GREEN SEAL HOUSEKEEPING POLICY AND PRODUCTS- In addition, the facilities group of the building owner must demonstrate that green cleaning products will be used as a part of facility’s housekeeping policies and environmental cleaning solution specifications including a list of approved and prohibited chemicals and practices.-All cleaning products used in the project shall be non-hazardous, have a low environmental impact, and are environmentally preferable.

4.2.3 Innovation in Design- Green Advantage Contractor Training- It has been proven

that knowledge is power when it comes to the successful integration of green building practices in both the design process and the construction effort. To properly ensure that all on-site construction personnel understand the requirements of green building strategies being implemented on the project site, a training session will be held by the construction job-site upper leadership. Similar to safety training or construction management training, a contractor training program has been developed by the US Green Building Council to train sub-contractors and job-site personnel on recycling policies, indoor air quality issues on the project, and other requirements. The Green Advantage program is a training and certification program to assist in this effort.

4.2.4 Innovation in Design- Process Water for the Cooling System Efficiency- This

project will be utilizing a geothermal heating and cooling system in the development of the cooling system. EwingCole has experience in submitting innovation credits for designing cooling systems that can greatly reduce the potable water usage for the systems. Typically, these water savings are much greater in gallon savings per year than the LEED water efficiency credit savings. The design team will develop a system that conserves water, and will consider the options of conserving enough potable water to achieve an innovation credit.

4.2.5 Innovation in Design- Capture RO water- An innovation credit will be developed

during the course the design process to capture RO waste water.



4.5 ENERGY CONSERVATION

4.5.1 Commissioning Commissioning typically becomes a very large design and construction issue on LEED

projects, due to the complex building systems and engineered systems integrated into today’s new facilities. EwingCole recommends commissioning for this project, and according to EA credit 3 rules, a third party commissioning agent (Cx) should become involved during no later than the design development portion of this project. Their scope will be limited in the early phases, but they will be involved in the development of a commissioning plan. The commissioning agent will not be responsible for testing and balancing all the systems, that task is required of the general contractor. However, the Cx will work with the general contractor and sub-contractors to ensure the economies of the systems for the project.

4.5.2 Energy Modeling

EwingCole mechanical engineering is developing the energy model that will not be

finalized until the construction document phase of the project. This detailed energy model and should be integrated with the work that the commissioning agent will provide for the measurement and verification portion of this project. The LEED parameters that have been outlined in the Gold certification pursuit will require coordination of the commissioning agent, the mechanical engineer, and the general contractor’s mechanical sub-contractor to properly identify the performance of the building upon construction completion.

4.6 SUMMARY

With the definition early that this project will be achieving at minimum a LEED NC v2.2 Gold Certification, the team has identified most probable, cost effective solutions to achieve this level of compliance. The checklists for both the TED Building and Building 58 Renovation and Addition are attached.

4.7 LEED CHECKLISTS

The following four pages include the current LEED checklists for the project.









CODE ANALYSIS AND FIRE PROTECTION


5.1 APPLICABLE CODES AND STANDARDS

Virginia Construction Code 2006, (based on the 2006 edition of the International Building Code)

Virginia Rehabilitation Code 2006 (based on the 2006 edition of the International Existing Building Code)

Virginia Plumbing Code 2006 (based on the 2006 edition of the International Plumbing Code)

Virginia Mechanical Code 2006 (based on the 2006 edition of the International Mechanical Code)

Virginia Fuel Gas Code 2006 (based on the 2006 edition of the International Fuel Gas Code)

Virginia Energy Conservation Code 2006 (based on the 2006 edition of the International Energy Conservation Code)

Virginia Statewide Fire Prevention Code 2006, (based on the 2006 International Fire Code)

Virginia Industrialized Building Safety Regulations 2006 NFPA 101®, The Life Safety Code®, 2006 edition (LSC) DOE STD-1066-99 Fire Protection Design Criteria Factory Mutual Loss Prevention Data Sheets –as referenced by DOE STD-1066-99

Fire protection design for these facilities will provide a level of safety sufficient to fulfill

requirements for highly protected risk (HPR). An HPR facility is characterized by a level of fire protection design, systems, and management and controls to fulfill requirements for the best-protected class of industrial risks. The term “risk” as it is used here is consistent with the use in the insurance industry as the “property” that qualifies for preferred insurance premium status.”

5.2 BUILDING USE/CONSTRUCTION TYPE The original Building 58 is most accurately defined as a mixed use separated facility containing

Group B – Business (existing office addition) and Group F-1. The new addition will include a space whit quantities of corrosives and toxics in excess of the maximum allowable quantities found in the Virginia Construction Code (VCC). This area will be separated and designed as an H-4 occupancy. Such a configuration is permitted by VCC section 507.7. Building 58 construction type per IBC is Type IIB. Structural steel members are not fire protected. The Building 58 addition will also be Type IIB.

The new TED Building will be a two story mixed use, nonseparated Group B and Group F-1

facility of construction Type IIB. Assembly spaces less than 750 ft2 are classified as Group B as allowed by the VCC.

It is noted that the buildings will be connected by two pedestrian walkways. Such a connection

is addressed in Section 3104 Pedestrian Walkways of the VCC. Although connected, this section allows the buildings to be designed as two separate buildings.

The required rating for the major structural elements is 0-hours per VCC Table 601. However,

construction supporting rated barriers (except incidental use separation) must be protected at least equal to the supported barrier. Those structural elements supporting the gravity load of rated shafts will require 1-hour protection.



The current design scheme assumes that only laboratory quantities of hazardous materials (i.e. flammable liquids) are stored or in use in the TED facility. For laboratory quantities of flammable liquids, NFPA 30, Flammable and Combustible Liquids Code, requires storage of these liquids in an approved / listed flammable liquids storage cabinet and:

1. The number of storage cabinets located in any one fire area shall not exceed three. 2. Storage of liquids shall not physically obstruct a means of egress. Class I liquids shall

be placed so that a fire in the liquid storage area would not prevent egress from the area.

5.3 HEIGHT AND AREA LIMITATIONS Building Heights and areas are limited by the VCC based construction type and use group. Building 58 meets the requirements of an Unlimited Area building per Section 507.4 (two

story, fully sprinklered Group B/F with 60-ft clear space). The Building 58 addition of approximately 30,000 ft2 will, therefore, not cause the facility to exceed its area limit. It is noted that the addition includes a Group H-4 occupancy area due to the use and storage of corrosives and toxics in excess of the maximum allowable quantities. Similarly, the Process Support Building (PSB) will also be a Group H-4 occupancy.

The TED Building is mixed use nonseparated and, therefore, its height and area must meet the

most restrictive of the two use group limits (Group F-1 in this case). The TED Building does not meet the Unlimited Area exception due to its proximity to other buildings. Area calculations for TED are below and are based on Type IIB construction:

Group B Group F-1

Area Limitations

Base allowable area from table 503

23,000 ft2

15,500 ft2

Sprinklered increase: add 200% of allowable area (table 503):

Additional 46,000 ft2 Additional 31,000 ft2

Perimeter increase: If=0.50 (assuming 75% open perimeter) // (section 506.2)

Additional 11,500 ft2 Additional 7,750 ft2

Total area allowable per floor

23,000 ft2 + 46,000 ft2 + 11,500 ft2 = 80,500 ft2

15,500 ft2 + 31,000 ft2 + 7,750 ft2 = 54,250 ft2

Height Limitations

Base allowable from Table 503 based on Occupancy and Type IIB construction

Group B - 5 stories (4 plus 1 due to sprinkler protection)

3 stories (2 plus 1 due to sprinkler protection)

The proposed height and area of the TED Building are within the allowable limits.



5.4 FIRE SEPARATIONS The following fire rating separations for interior space enclosures are required:

Vertical Exit Enclosures: 1-hr (per VCC and LSC) Elevator shaft and elevator machine room: 1-hr (per VCC and LSC) Electric Rooms w/ dry transformer > 112 ½ kVA: 1-hour (NFPA 70) Emergency Generator Room: 2-hr (per NFPA 110) Convenience Opening (front lobby): 1-hr at top level (NFPA 101 §8.6.8.1 & 2) Pedestrian walkway: glazing with closely spaced sprinklers per VCC 3104.5 Ex #1. Occupancy separation H-4 to S-1: 1-hour minimum (will be upgraded to 2-hour to

provide horizontal egress from clean room)

All fire barrier walls will be provided with a permanent label indicating that the wall is fire rated and the hourly rating. Listed fire stopping for all penetrations in fire rated barriers will be provided. Fire Dampers with 90 minute rating will be provided in ductwork penetrating 2-hour fire resistance rated barrier walls; combination fire smoke dampers will be needed at any rated mechanical shafts (currently not included in the design).

5.5 POTENTIAL VARIANCES

No exemptions or variations are required.

5.6 COMMUNICATING SPACE AND STAIRS

Open communicating stairs, having no fire rated enclosure and connecting both stories, provides vertical circulation as a convenience stair without providing any required means of egress. This stair without enclosure is permitted by VCC and LSC, as follows:

VCC Section 707.2, exception 2.1, permits a shaft without enclosure where the stair is

not a portion of the means of egress in a sprinklered building, the floor opening through which the stair penetrates is not larger than twice the horizontal projected area of the stairway, and the opening is protected by a draft curtain and closely spaced sprinklers in accordance with NFPA 13.

LSC Section 8.6.8 permits an open convenience stair to be open to one of the two stories. Should detailed design eliminate this barrier, Section 8.6.6 for “Communicating Spaces” should be employed.

5.7 MEANS OF EGRESS Exit and Access Requirements: Means of egress for the buildings will comply with the

requirements of the LSC and the VCC. Exits will be adequate in number, arrangement, and capacity.



Exit Arrangement: The means of egress will be in accordance with the VCC and NFPA 101, as follows:

Exits will also be remote. In a fully sprinklered building the first and second exits must separate by at least 1/3 the greatest diagonal distance of the area served.

Rooms with two exits are required by VCC when the design occupant load is 50 or more

persons. Doors are to swing in direction of egress. Additionally, areas that normally require only one means of egress will require two exit access doors if maximum common path of travel would be exceeded without two doors. Other rooms or spaces may require two doors, such as: Electrical rooms having 1200 amps or more than 6 feet width of equipment containing overcurrent devices, per NEC; or refrigerant chiller rooms having 1,000 ft2 or more in floor area per VCC.

Exit access corridors are permitted to be 0-HR. The minimum corridor width is 44” when

serving an occupant load of 50 or more, or wider when serving an occupant load greater than 220 persons (220 x 0.2” = 44”).

Fire exit hardware will be used on all labeled fire doors. Panic hardware, although not

required for Group B occupancy is recommended as good practice for exit doors. Exit Capacity: Egress width per occupant served (with sprinkler system) as indicated in the LSC will be

provided as follows: 0.3 inches per occupant for stairs and 0.2 inches per occupant for others egress components.

The occupancy loads in the buildings will be as indicated in the table below, utilizing 100 ft2

per occupant for Business and for Factory/Industrial areas, 500 ft2 per occupant for Mechanical/Storage, 7 ft2 per occupant for Assembly (concentrated), and 15 ft2 per occupant for Assembly (less concentrated).

Occupant loads will be calculated on a per room basis during detailed design.

OCCUPANCY TYPE Max. Common Path (ft)

Max. Dead End (ft)

Max. Travel Distance (ft)

Sprinklered Buildings Business 100 50 300 Industrial – High Hazard

0 0 75

Industrial - Ordinary Hazard

100 50 250



Schematically, the loads will be:

TEDF SCHEMATIC DESIGN - OCCUPANT LOAD

ROOM / AREA NAME AREA (FT2)

OCCUPANT LOAD FACTOR (FT2/OCC)

OCCUPANTS

TED 1st Floor 38,709 100 388 TED 2nd Floor 31,739 100 318 Building 58 1st Floor 60,110 100 602 Building 58 2nd Floor 29,790 100 298 Building 58 Addition 29,785 100 298

Number: For floors with occupant loads up to 500, two exits are required. Floors or spaces

with 501 to 1000 occupants require three exits. Occupant loads in excess of 1000 require at least three exits.

Currently, the TED 2nd floor building will have two exit stairs for the upper levels and the 1st

floor shows 8 grade level exit doors. The Building 58 addition currently shows 3 grade level exits with the opportunity for more into the main building.

5.8 FIRE SUPPRESSION WATER SUPPLY AND EQUIPMENT Water Supply The site water mains will provide water supply to the required automatic sprinkler system.

Recent water flow tests indicate that 65 psi static and residual pressure of 60 psi flowing 919 gpm is available at Hydrant 11 (just south of the Building 58). A fire pump is not anticipated.

Hydrants will be located around the TED Building as required and at least one hydrant must be

located within 100 ft of the fire department connection. Sprinkler Systems Building 58 is currently protected with wet-pipe automatic sprinkler protection. A 2006

analysis indicates that this system is nearing the end of its life. Because much of the system will be modified during the renovation replacing the Building 58 wet pipe sprinkler system is suggested. The system will also be extended into the addition A new 8-in riser will be required for the addition.

Wet pipe automatic sprinkler protection will also be provided throughout the TED facility in

accordance with NFPA 13. A pre-action system will be provided for the Addition Clean Room. Coverage per sprinkler shall be in accordance with NFPA 13. For Ordinary Hazard Group I

areas the sprinkler rate of application shall be 0.15 GPM/ft2, over an area of 1,500 ft2, with hose stream allowance of 250 GPM, with duration of 60 minutes. For Ordinary Hazard Group II areas the sprinkler rate of application shall be 0.20 GPM/ft2, over an area of 1,500 ft2 with hose stream allowance of 250 GPM, with duration of 60 minutes. OHII areas will be the high bay spaces and in each building. Light Hazard is not permitted.



Provide quick-response concealed sprinklers with ordinary temperature rating in areas with finished ceilings. Provide white sprinkler cover plates to match ceiling color. Provide quick response standard up-right or pendent heads in areas with no ceiling. Clean room sprinkler heads will be corrosion resistant and provided with a clean room seal.

Provide wall mounted fire department connection (FDC). The FDC will be clearly visible and

accessible by fire apparatus and must be located within 150 ft of the fire department connection.

System: Material / Construction:

Wet-pipe fire suppression

New 8-in wet pipe riser Ordinary Hazard Group 1 area / density Sch 40 and Sch 10 black steel pipe Double Check Backflow Preventer Post Indicator Valve UL Listed / FM Approved control valves UL Listed / FM Approved sprinkler heads: pendant, pendant upright, clean room, corrosion resistant

Portable Fire Extinguishers Provide portable dry chemical (clean agent or CO2 in Electronics areas) fire extinguishers

mounted in recessed cabinets in accordance with NFPA 10 and NFPA 101 mounted in a secure manner to enable staff and occupants to extinguish fire in the incipient stages. Dry chemical agents should not be used to protect sensitive electronics. Only those areas of the buildings that are dedicated for administration purposes only shall be provided with dry chemical extinguishers.

5.9 FIRE ALARM SYSTEM A new state of the art fire alarm system for the TED Building will be analog, addressable,

distributed digital multiplex system with capabilities of communications with the existing Siemens campus fire alarm system network. The system will also meet the requirements for a Mass Notification System (MNS). The system will comprise the following:

• Main Fire Alarm Control Panels • Addressable Manual Pull Stations • Analog Photoelectric Smoke Detectors • Analog Photoelectric Duct Detectors • Air Aspiration Detectors • Linear Heat Detectors • Analog Heat Detectors • Audio/Visual FA Signaling devices • Mass Notification Panel and strobes • Monitoring Modules for monitoring water flow and tamper switches • Monitoring Modules for monitoring post indicating valves • Control Modules to provide fan shutdown in case of a fire • Control Modules to control smoke damper • Control Modules to control doors in case of a fire • Control Modules to control elevators in case of a fire



Fire alarm panels will be located in different parts of the building in the electrical and/or telecommunications closets. All new fire alarm panels will be networked with each other and connected to the existing campus network. The existing Siemens NCC fire alarm proprietary supervising station will be relocated with the Guardhouse. System Operation Activation of any smoke detector, heat detector, duct smoke detector, manual pull station, flow switch or other alarm initiating device will: • Illuminate the light, if any, at the device • Electronically latch the alarm condition on the corresponding main fire alarm panel and

main fire alarm panel located in the existing security area • Log and process the alarm condition at the above mentioned main fire alarm panels

activating the general alarm software routine • Display an English language message on the main fire alarm panels mentioned above

indicating the exact device in alarm • Display a custom flashing icon for the exact device in alarm on an actual building floor

plan on the color graphic control annunciator and print all system activity on the system event printer

• Sound all audio devices and activate all visual alarms through the effected building as required. Each building will be a separate evacuation zone.

• Shutdown all air handling unit fans and /or close all smoke dampers as required • Interrupt power to all doors required to “Fail-Safe” in case of a fire Emergency recall of elevators for primary floor return and alternate floor return will be initiated by the individual, smoke and where required heat detectors in the elevator lobbies, elevator machine rooms, or elevator shafts. The main fire alarm panels will be provided with a means of resetting the device(s) in alarm through either software or a pushbutton type reset switch. Resetting of the fire alarm system will only be available after all alarm and trouble conditions existing in the system have been individually acknowledged. Fire alarm devices will be located in accordance with American with Disability Guidelines for Building and Facilities. Preferred system manufacturer and a necessity to purchase all equipment described above will be discussed with JLAB. Linear heat detection will be utilized in the Process Support Building.

Wiring A six-strand 62.5/125 micron multimode indoor or indoor/outdoor cable will be provided between all main fire alarm panels in the building. Fiber-optic cable will be installed in EMT conduit inside the building. Typical field wiring will be as follows: • Addressable devices - #18AWG 1-pair cable • Fire speaker circuits - #18AWG 1-pair twisted cable • Strobe light circuits - #12AWG 2-conductor cable. • Cables will be installed in separate conduits (no exposed cable).



As an alternate to the conduit and copper conductor method for wiring of the system, JLAB MAY consider utilizing metal-clad type MC cable with steel armor sheath specifically manufactured for fire-alarm systems. This metal-clad cable assembly will be similar to the MC cable used for branch circuits; however, it will have a red colored armored sheath for ease of recognition in the ceiling cavity and meet all applicable codes.

System: Material / Construction:

Addressable Fire Alarm / Mass Notification

Intelligent, addressable Siemens Fire Finder XLS Fire Alarm Control Panel Mass Notification System Panel Fire Alarm / MNS Speakers Fire Alarm Strobes MNS Strobes MNS Text Displays MNS Local Operating Consoles FPLP and FPLR fire alarm cable in EMT conduit

Area of Refuge Two-Way Communication

Command Unit ARA stations Illuminated sign

5.10 HAZARDOUS MATERIAL 5.10.1 Overview Previous inspection data has been reviewed, limited interviews have been conducted

and a site tour has been performed. In the next submittal phase a comprehensive hazardous material/hazardous waste inspection and survey will be completed. The hazardous material abatement/demolition scope of work will include the removal of asbestos containing materials, and the recycling or re-use of potential hazardous materials such as lead shielding, mercury-containing lamps, and thermostats. Polychlorinated Biphenols (PCBs) are suspected in one transformer that will be replaced by this project. A full hazardous material inspection report will be developed for the upcoming submittal and will be further refined and completed for the 100 percent and final submission.

The overall impact of hazardous materials removal/demolition is not expected to

adversely impact schedules or the budget of the Building 58 renovation/addition project. Our attached hazardous material cost estimate indicates the hazardous material/hazardous waste costs associated with this project are approximately $175,000. Due to the fact a full inspection has not been performed we feel it prudent to carry $250,000 as a concept level cost estimate.

5.10.2 Asbestos-Containing Materials Asbestos-Containing Materials (ACMs) associated with Building 58 appear limited to

some asbestos-cement (transite) conduits adjacent to the test cave, and some corrugated asbestos-cement (transite) siding. It is possible some asbestos-containing floor tiles and mastics, potentially a few fire doors and some miscellaneous materials such as exterior caulks and sealants may exist.



Test results from our survey will confirm or deny suspect material content. Also probable as an asbestos-containing material are asbestos-cement (transite) panels associated with the old cooling tower, designated as 058CT-01.

Special precautions required for asbestos removal will be outlined in the developed

Hazardous Materials Inspection Report, mainly oriented toward worker exposures, protection of the public, and regulations for asbestos removal and disposal.

5.10.3 Lead-Containing/Lead-Based Paint Interviews with staff indicate the presence of lead shielding around the test cave and

potentially in other areas of the building. Our hazardous material inspection will confirm this information and test painted surfaces for lead content.

The Hazardous Materials Inspection Report will identify that lead is present and will

describe the contractor’s responsibilities to protect his employees and the environment from lead releases.

5.10.4 Mercury-Containing Materials Fluorescent lamps contain small amounts of mercury, lead, and sometimes

cadmium. When disposed of in large volumes as during the renovation/demolition of a large commercial building, the lamps generate quantities of these toxic metals that are subject to regulation.

We will also evaluate the potential for mercury spills related to the operation of the

test cave. Virginia regulations and requirements will be reviewed and included in the

Hazardous Materials Inspection Report. It is envisioned that recommendations will be made to properly recycle or dispose of the lamps, unless the lamps can be reused by the facilities department.

5.10.5 Polychlorinated Biphenols (PCBS) and Diethylhexylphthalte (DEHP) Polychlorinated Biphenols (PCBs) and/or Diethylhexylphthalte (DEHP)are found in

some electronic lighting ballasts contained in fluorescent light fixtures, electric motors, some electrical transformers, and possibly in hydraulic fluids such as may be used in elevators or lifts. One electrical transformer that will be replaced as part of this project is older and has the potential of containing PCBs. Our research will attempt to determine if PCBs are present in the transformer. If information is not reliable the transformer may be sampled and its oil analyzed for PCB content.



5.11 OUTLINE SPECIFICATIONS

DIVISION 21 – FIRE SUPPRESSION 21 00 00 FIRE SUPPRESSION DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 28 05 00 COMMON MATERIALS AND METHODS FOR ELECTRONIC SAFETY 28 05 13 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY 28 31 11 DIGITAL, ADDRESSABLE FIRE-DETECTION AND ALARM SYSTEM 28 32 11 AREA OF REFUGE TWO-WAY COMMUNICATION SYSTEM

ENGINEERING BASIS OF DESIGN

EWINGCOLE | TECHNOLOGY AND ENGINEERING DEVELOPMENT FACLITY (TEDF) 20080400 | © EWINGCOLE 2009 PAGE 6-1

6.1 MECHANICAL ENGINEERING BOD 6.1.1 Approach to Mechanical Systems Two separate HVAC systems are proposed for the addition of the Technology and

Engineering Development Facility (TEDF). A hybrid geothermal system will be provided to generate chilled water and heating hot water for the TED Building central air handling units. The existing chiller and boiler plants within Building 58 will be utilized to provide chilled and hot water to the systems serving the Building 58 Expansion and Renovations.

The concept for the new heating, ventilating and air conditioning systems serving the

new and renovated areas will address concerns in the existing facility related to operational flexibility, service and maintenance of mechanical equipment and energy efficiency. The proposed scope of work consolidates and centralizes mechanical equipment to reduce overall maintenance.

6.1.2 Codes and Standards

2006 International Building Code 2006 International Mechanical Code 2006 International Energy Conservation Code National Fire Protection Association: All Applicable Codes and Standards American National Standards Institute (ANSI): Applicable Sections American Society of Heating, Refrigerating and Air-Conditioning Engineers

(ASHRAE) Standard 62.1-2007: Ventilation for Acceptable Indoor Air Quality ASHRAE Standard 90.1-2004: Energy Efficient Design of New Buildings Except

Low-Rise Residential Buildings ASHRAE Standard 15: Safety Code for Mechanical Refrigeration ASHRAE Handbooks, Latest Editions ASME B31 Code for Pressure Piping

6.1.3 Environmental Design Criteria Outdoor Design Conditions Climactic Location Newport News, VA 76.50˚ Longitude, 37.13˚ Latitude Summer Dry Bulb Temperature 95˚F Wet Bulb Temperature (Coincident) 78˚F Wet Bulb Temperature (Evaporative) 82˚F Source: ASHRAE 0.4% Annual Cooling Design Conditions; plus 2F for evaporative

condition. Winter Dry Bulb Temperature 18˚F Grains of Moisture 5.8 Grains/lb Source: ASHRAE 99.6% Annual Cooling Design Conditions



Indoor Design Criteria Clean Rooms: Air Change Rates ISO-9 20 ACH ISO-8 25 ACH ISO-7 50 ACH ISO-6 50 FPM (non-unidirectional airflow) ISO-5 70 FPM (non-unidirectional airflow) ISO-5 45 FPM (Uni-directional Airflow; 100% HEPA ceiling coverage) ISO-4 45 FPM (Uni-directional Airflow; 100% HEPA ceiling coverage) Pressurization 0.05 inches differential relative to adjacent rooms of lower classification 0.03 inches differential relative to adjacent rooms of same classification 0.05 inches differential relative to adjacent unclassified area Dry Bulb (summer and winter) 66˚F ± 2˚F Relative Humidity (summer) 50% ± 5% Relative Humidity (winter) 40% ± 5% Laboratories: Dry Bulb (summer and winter) 72˚F ± 2˚F Relative Humidity (summer) 50% ± 5% Relative Humidity (winter) 35% ± 5% High Bay Areas: Dry Bulb (summer) 75˚F ± 3˚F Dry Bulb (winter) 68˚F ± 3˚F Relative Humidity (summer) 50% ± 5% Relative Humidity (winter) 30% minimum (uncontrolled) Administrative Areas: Dry Bulb (summer) 75˚F ± 2˚F Dry Bulb (winter) 68˚F ± 2˚F Relative Humidity (summer) 50% ± 5% Relative Humidity (winter) 35% ± 5% Mechanical Equipment Areas: Dry Bulb (summer) 80˚F (max) Dry Bulb (winter) 60˚F (max)



Ventilation Criteria Minimum outside air quantities will be provided to meet or exceed the ventilation

requirements of ASHRAE Standard 62.1-2007. Outside air quantities will be calculated based on the greater requirement of

occupancy, exhaust makeup requirements or pressurization criteria. 6.1.4 TED Building Cooling and Heating Plants The estimated block cooling load for the TED Building is 250 Tons excluding the effect

of heat recovery. The estimated block heating load is 1000 MBH (30 BHP) excluding the effect of heat recovery.

The cooling and heating for the TED Building will be provided through the use of a

closed loop vertical borehole ground coupled geothermal heat pump system. The geothermal well field will be divided into three areas on the site to provide a total of 192 wells. An area of approximately 64 wells will be located north of the TED Building. Two areas will be located on the west side of the site each will consist of approximately 64 wells. The geothermal wells will be approximately 275 feet in depth. Wells will be piped in circuits; each circuit will be connected to 8 wells for a total of 24 circuits. Wells will be spaced approximately 18 feet on center. Additional geotechnical subsurface evaluation will be required to confirm the size, quantity and spacing of the well field. Refer to the Mechanical Site Plan Drawing for proposed locations.

Supply and return piping (with isolation and balancing valves) from each circuit will

run in a reverse-return arrangement from the well field to valve vaults located adjacent to the well field. Three valve vaults will be provided. Eight piping circuits will terminate at a header within each valve vault. Condenser water supply and return piping will extend from each valve vault and enter the TED Building within the Mechanical Pump Room. Condenser water pumps will be sized to operate efficiently during all modes of operation with n+1 redundancy, will distribute the condenser water to water to water heat pumps located in the Mechanical Room on the second floor of the TED Building as well as water source heat pumps located in Building 58 Office Renovation. Condenser water pumps will be equipped with variable frequency drives.

The condenser water system will be a hybrid geothermal system. The system will

include a 75 Ton closed circuit cooler with an inline pump and gas fired 500 MBH (15 BHP) condensing boiler with an inline pump. The closed circuit cooler and condensing boiler will be connected to the condenser water piping mains within the Mechanical Room to offset peak loads and prevent ground temperature extremes. Refer to TED Building Geothermal Condenser Water Diagram for configuration. The temperature of the condenser water loop temperature will be maintained between 50°F and 90°F.

The geothermal condenser water system will be connected to a series of water to

water heat pumps to generate chilled water and heating water. The water to water heat pumps will be arranged to be able to produce chilled water and heating water simultaneously. A total of twelve (12) 420 MBH nominal water to water heat pumps



will be provided; eight (8) will generate 44°F chilled water and four (4) will generate 120°F heating water. Automatic control valves located on the supply and return mains between each heat pump will vary the quantity of heat pumps producing chilled water versus heating water to meet the required heating and cooling loads of the building.

The valves will be oriented such that two (2) heat pumps are always available for

heating water. Refer to TED Building Chilled Water and Heating Hot Water Diagram for configuration.

Chilled water will serve central air handling unit cooling coils. Heating water will serve

air handling unit pre-heat coils and VAV box reheat coils. Distribution pumps with variable frequency drives will be provided for the heating water and chilled water system. Chilled water and heating water pumps will be sized to operate efficiently during all modes of operation with n+1 redundancy.

Air Systems The TED Building will be served by two 40,000 CFM air handling systems (AHU-1 and

AHU-2) located on the roof. Each air handling system will be coupled with a dedicated outside air preconditioning (energy recovery) unit. AHU-2 will serve the second floor and AHU-1 will serve the first floor and Hi-Bay areas.

The outside air preconditioning unit consists of a supply and exhaust section, sized for

10,000 CFM outside air. The supply section consists of an intake, MERV 8 (30%) pre-filters, enthalpy wheel and economizer intake. The exhaust section consists of an exhaust air intake, MERV 8 pre-filters, enthalpy wheel and economizer relief, exhaust fans and relief section. Ventilation air for the building will be brought in through the preconditioning unit’s supply section. The enthalpy wheel exchanges energy from the exhaust air section to precondition the outside air without mixing the two airstreams. The ventilation from the preconditioning section will enter the 40,000 CFM central variable air volume section of the unit. The central variable air volume (VAV), recirculation section will include a mixing box, MERV 8/13 (30/85%) pre-filter assembly, preheat coil, chilled water coil, and supply fan.

The central air handling units will condition the air to provide 55˚F supply air. Supply

air will be delivered to VAV boxes provided for each temperature controlled zone. Fan powered (series-flow) VAV boxes with hot water reheat coils will be used to serve the perimeter zones. ECM motors will be provided for all fan-powered boxes. Single inlet VAV boxes will be used to serve the interior spaces. Refer to TED Building Airflow Diagram.

Air will be returned through a return air plenum. Acoustical transfer elbows will be

provided for any space where privacy is a concern. 6.1.5 Building 58 Expansion Cooling and Heating Plants The cooling and heating for Building 58 will be provided from the existing Building 58

chiller plant and boiler plant. Chilled water and heating water will be extended from existing mains located in the existing mechanical room.



Chiller Plant The total capacity of the existing Building 58 chiller plant is 1450 Tons. The chiller

plant contains four (4) chillers. Three (3) 400 Ton chillers have been recently replaced and are in good condition. The 250 Ton chiller is nearing the end of its life cycle; it utilizes R-11 refrigerant and is need of replacement.

The total estimated required peak capacity of the chiller plant upon completion of this

project is 1720 Tons. The table below summarizes the cooling load and the areas that are served before and after the renovations and expansion of Building 58. The cooling load in the table represents the sum of all of the peak loads of all systems within the facility.

As a result of the increased cooling capacity required by the Building 58 Expansion, a

new 800 Ton centrifugal chiller, utilizing a non-CFC refrigerant, will be provided to meet the increased load of the expansion. The existing 250 Ton chiller will be removed from the basement chiller plant. The resulting capacity of the combined chiller plants will be 2000 Tons.

Building 58 Chiller Plant Load Summary

Service Existing Load (Tons)

New Load (Tons)

Existing Bldg 58 AHUs 55 55 Renovated Bldg 58 AHUs 445 126 Bldg 58 Expansion - 439 CEBAF (Current) 255 255 CEBAF Future - 90 Accelerator (Glycol) Loop 520 520 EEL 160 160 Process Cooling Water (Supplemental HX)

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Total Cooling Load 1435 1720 Chiller Plant Capacity 1450 2000

Due to space limitations in the basement chiller room, as well as the requirement to

maintain chiller plant operation during the construction, the new chiller will be required to be located in a new chiller building adjacent to the Building 58 Cooling Towers (Relocated as part of a separate project). The new chiller plant will accommodate the current space needs for (1) 800 Ton chiller and associated primary and secondary pumps. The piping infrastructure will be sized to accommodate future growth of the chiller plant up to 2800 Tons. The chiller will be equipped with a variable frequency drive to provide increased energy efficiency.

The existing chilled water distribution utilizes a constant primary/variable secondary

pumping system. New 20-inch (secondary) chilled water mains will be extended underground from the new chiller building to the basement chiller plant and will connect into the secondary piping distribution system. Branch connections from the underground mains will be extended to connect to the existing piping serving the



CEBAF Building eliminated the need for the existing CEBAF chilled water pumps. The secondary pumps in both chiller plants will operate in parallel and will be controlled via differential pressure sensors located at critical points in the distribution.

The chiller plant control system will be utilized to optimize the efficiency of the system. Process Cooling/Chilled Water Building 58 currently has three (3) separate systems that serve process cooling loads

throughout the facility; a process glycol chiller provides process chilled water to the acid baths within the Chemistry Clean Room; two (2) separate condenser water systems provide cooling water for furnaces located in the north and south areas of the facility.

A new Process Cooling Water (PCW) System will be provided to serve the furnaces,

electron beam welder, and various process cooling water demands. The PCW system will be located in the basement chiller room in the area vacated by the cooling tower condenser pumps (removed as part of separate project) and will be served by the Building 58 Cooling Tower condenser water. A plate and frame heat exchanger, two variable speed pumps (each sized for 100% capacity), and a pressurized storage tank (nitrogen diaphragm) will be provided to handle short duration peak load conditions and maintain the pressure requirements of the system.

The operating temperature of the PCW system will be 83F to 93F. A supplemental heat

exchanger will be provided served by the building chilled water system in order to maintain a maximum process cooling water temperature of 85F during extreme peak outdoor conditions.

A new Acid Chilled Water (ACW) System will be provided to serve the EP rinse

cabinets, acid baths and various process chilled water demands. The ACW system will be located in the basement chiller room in the area vacated by the 250 Ton (CH-3) and the CEBAF chilled water pumps removed as part of this project. The ACW system will consist of water cooled scroll chillers capable of operating between 20F and 42F chilled water temperature. A 30% propylene glycol solution will be required to operate at these temperatures. Condenser water will be served from the Building 58 cooling towers. Two variable speed pumps (each sized for 100% capacity), and a pressurized storage tank (nitrogen diaphragm) will be provided to handle short duration peak load conditions and maintain the pressure requirements of the system.

The Low Conductivity Water (LCW) cooling requirements will be served by the Building

58 cooling towers. Heating Plant An existing boiler plant located in Building 58 provides heating hot water to Building

58 and the EEL Building. The Boiler plant consists of two (2) 2500 MBH boilers and two (2) constant speed pumps. Heating water is distributed via a constant primary loop with 3-way (bypass) valve.



The Building 58 Addition will increase the ventilation load for the buildings, as such a 5,000 MBH (150 BHP) boiler will be added to the existing boiler plant to accommodate the increased heating requirements of the facility.

To improve the efficiency of the existing of the boiler plant, the constant speed pumps

will be replaced with a constant speed primary, variable speed secondary distribution system. One primary pump will be provided for each boiler. Two (2) variable speed pumps will be provided to distribute heating water to the Building 58 and the EEL Building. The primary heating water loop will run at a higher temperature than the secondary loop to maximize the efficiency of the system.

A new gas fired low pressure steam boiler (15 psig) will be provided to serve the hot

purified water loop process heat exchanger. Air Systems Complete new air handling systems will be provided for the expansion of Building 58.

All of the air handling equipment for the Building 58 Addition will be located on the Mechanical Platform above the east side of the Addition.

Chemistry Clean Rooms Production/ R&D Chemistry Clean Room The Production and R&D Chemistry Clean Room Areas will be served by individual air

handling units; (1) 29,000 CFM unit will serve the Production Clean Room and (1) 12,000 CFM unit will serve the R&D Chemistry Clean Room. Each unit will include a mixing box, air blender, MERV 8/13 (30/85%) pre-filter assembly, hot water preheat coil, chilled water cooling coil, supply fan, MERV 15 (95%) final filters and discharge plenum. A variable frequency drive will be provided for the supply fan to maintain stable pressurization and allow for the reduction of airflow during unoccupied periods.

A duct mounted mixed flow return fan, with variable frequency drive, will be provided

adjacent to the unit. Airside economizer control will be provided to take advantage of “free-cooling” when outside air conditions permit.

A duct mounted, panel type humidifier will be located in the supply air discharge of the

air handling unit. Humidification will be chemical free steam utilizing RO water generated from a localized steam generator unit. A humidity sensor located in the main return duct will control to maintain the space humidity requirements.

Pressure independent stainless steel venturi control valves will be provided for all

supply, return and exhaust in this area to maintain stable pressurization within the space. Duct mounted hot water reheat coils will be provided to maintain temperature in the space.

Airflow in all gown areas, Water Chemistry and ISO-6 Clean Entry and Bagging Areas

will be recirculated. All other areas within the Chemistry Areas will be exhausted. All exhaust from fume hoods will be connected to an acid scrubber exhaust system. There will be separate scrubber exhaust systems; (1) serving Production Chemistry and (1) serving R&D Chemistry. Scrubber exhaust systems will be a horizontal cross



flow type scrubber. The unit will be selected to provide maximum scrubbing efficiency for low soluble fumes such as hydrofluoric Acid. The exhaust will be ducted from the scrubber to a single width, airfoil centrifugal fan with FRP construction. Each scrubber system will be equipped with two exhaust fans for n+1 redundancy.

Supply air to all clean rooms and gown rooms in this area will be delivered through

terminal HEPA filter diffusers (99.995% at 0.3 micron). Refer to Building 58 Airflow Diagrams for configuration.

Clean Rooms (ISO 4 & 5) The Production and R & D Clean Rooms areas will be served by a system of

recirculation units. A single 7,000 CFM 100% outside air unit will provide conditioned outside air to the clean room recirculation systems to provide the required ventilation air and for make-up air requirements to maintain pressurization. The makeup air unit will include a mixing plenum, MERV 8/13 (30/85%) pre-filter, hot water preheat coil, chilled water pre-cooling coil, desiccant dehumidifier, supply fan w/VFD, and post cooling coil.

A clean steam humidifier will be provided to humidify the make-up air. A humidifier

will be located in the main make-up air header at the discharge of the unit. A return duct mounted humidity sensor will be provided for each recirculation system control to maintain the space humidity requirements. Humidification will be chemical free steam utilizing RO water.

The R&D and Production Clean Rooms will be served by (8) 20,000 cfm recirculation

units. The air handling unit will include an intake plenum, sensible only cooling coil, supply fan, MERV 15 (95%) final filter and discharge plenum. Variable frequency drives will be provided for each supply fan to compensate for filter loading.

A dedicated (2,000 cfm) acid scrubber exhaust system will be provided for the high

pressure acid rinse cabinets associated with the clean room. The exhaust system will be a horizontal cross flow type scrubber. The unit will be selected to provide maximum scrubbing efficiency for low soluble fumes such as hydrofluoric Acid. The exhaust will be ducted from the scrubber to a single width, airfoil centrifugal fan with FRP construction. Two exhaust fans will be provided for 100% redundancy.

The exhaust from each acid rinse cabinet will be capable of modulating between three

modes of operation; maximum, minimum, and off. As such, the make-up air unit will require controls that will provide stable room pressurization during varying quantities of exhaust.

All supply air to these areas will be delivered through terminal ULPA filter diffusers

(99.9995% at 0.1 micron). Return air will be via the perforated floor return air plenum, providing vertical

unidirectional laminar airflow within the space.



Vertical Test Area Clean Room The Vertical Test Area Clean Room will be served by a 25,000 cfm recirculation unit.

The unit will include an intake mixing plenum, MERV 8/13 pre-filter, preheat coil, cooling coil, supply fan, MERV 15 (95%) final filter and discharge plenum. Variable frequency drives will be provided for each supply fan to maintain stable pressurization. Units will be constant volume with a fixed minimum outside air volume.

All supply air to this area will be delivered through a clean room wall supply air plenum

with 100% ULPA filter diffuser (99.9995% at 0.1 micron coverage). A clean room wall return air plenum will be located on the opposite side of the room to create horizontal unidirectional laminar flow within the space.

The R & D and Production Clean Room Gown Areas will be served by an 8,500 cfm

recirculation unit. The recirculation air handling units will include an intake mixing plenum, MERV 8/13 pre-filter, preheat coil, cooling coil, supply fan, MERV 15 (95%) final filter and discharge plenum. Variable frequency drives will be provided for each supply fan to maintain stable pressurization.



Airflow control valves will be provided for all supply and return airstreams. Duct

mounted hot water reheat coils will be provided for the supply air to each zone. All supply air to these areas will be delivered through terminal ULPA filter diffusers

(99.9995% at 0.1 micron). Return air will be fully ducted from return air chase walls utilizing low wall return

grilles within the space. Refer to Airflow Diagrams for configurations. Clean Room Support Areas The clean room support areas will be served by dedicated 25,000 cfm recirculation

unit. The air handling unit will include a mixing plenum, 30/85% pre-filter, preheat coil, chilled water cooling coil, supply fan, 95% final filters and discharge plenum. A variable frequency drive will be provided for the supply fan to compensate for filter loading and to provide reduced flow during unoccupied periods.



A clean steam humidifier will be located in the supply air discharge of the air handling

unit. A return duct mounted humidity sensor will control to maintain the space humidity requirements. Humidification will be chemical free steam utilizing RO water generated from a clean steam generator.



Dedicated exhaust fans will be provided to exhaust air from laboratories and machine shop areas.

Airflow control valves will be provided for all supply, return and exhaust airstreams.

Duct mounted hot water reheat coils will be provided for the supply air to each zone. Return air will be fully ducted from each space.

The Electron Beam Welder and Furnace Rooms will require a higher level of cleanliness

classification. All supply air to this area will be delivered through terminal HEPA fan filter units (99.995% at 0.3 micron) to provide a higher air change rate and particulate filtration. Primary temperature and pressurization control of the space will be provided via supply and return air volume control boxes served by the main unit.

Refer to Clean Room Support Airflow Diagram for configuration. Process Equipment Support The Process Equipment Support Areas will be served by a single 7,000 CFM

recirculation air unit. The unit will include a mixing box, blender, MERV 8/13 (30/85%) pre-filter, hot water preheat coil, chilled water cooling coil, and supply fan. Variable frequency drives will be provided for the supply fan to maintain stable pressurization and reduced flow during low load conditions.



Supply air will be delivered to VAV boxes provided for each temperature controlled

zone. Air from the corridor and vestibule spaces will be recirculated back to the main air handling unit. All return air will be ducted.

All of the air within the process equipment room will be exhausted directly to the

outdoors. A dedicated exhaust fan will be provided to exhaust all of the air within the area. The fan will be equipped with a variable frequency drive to allow the flow to be reduced during low load conditions.

Cryomodule/ Mechanical Assembly Area The Cryomodule and Mechanical Assembly Areas will be served by a 10,000 CFM

recirculation unit, located on the mechanical platform above the clean room areas. The unit will include a mixing box, MERV 8/13 (30/85%) pre-filter, preheat coil, chilled water coil, and supply fan.

A duct mounted mixed flow return fan will be provided adjacent to the unit. Air-side

economizer control will be provided to take advantage of “free-cooling” when outside air conditions permit.

Return air will be ducted from the space.



6.1.6 Building 58 Renovation Cooling and Heating Plants The cooling and heating water for the Building 58 high bay and support spaces will be

provided from the Building 58 Chiller and Boiler Plants. Chilled water and heating water will be extended from existing mains within Building 58. The estimated cooling load for the existing Building 58 Renovation is 126 Tons.

The cooling and heating for the Building 58 Office renovation will be served from the

TED Building geothermal condenser water system. Condenser water piping will extend across the corridor link from the second floor mechanical room located in the TED Building. The estimated load for the Building 58 Office renovation is 85 Tons excluding the effect of heat recovery.

Air Systems All of the existing Air Handling Systems serving the existing Building 58 are nearing

the end of their useful life. In addition, the majority of these units do not meet the current Energy Code and Ventilation Standard. All existing air systems will be replaced with complete new systems as described below.

High Bay Area The existing high bay air handling units located in the roof truss structure are original

and have exceeded their useful life and will be removed. The high bay space will be served by a new 30,000 CFM air rotation unit, located along floor in the northwest corner of the high bay space. The unit is a floor mounted vertical arrangements. This system uses a high volume of air delivered at a low velocity off the top of the unit (approximately 30 feet high) to allow air to be distributed throughout the high bay area without the use of distribution ductwork.

The unit will include a mixing box, MERV 8/13 (30/85%) pre-filter, preheat coil, chilled

water coil, supply fans and discharge section. Air-side economizer controls will be provided to take advantage of “free-cooling” when outside air conditions permit.

Air curtains with hot water heating will be provided over each loading dock. Support Areas There are a couple of systems that serve areas that will remain as part of the

renovation including the Existing VTA Control Room and Existing Cave Control Room. The units serving these areas are in poor condition and have exceeded their useful life.

Each unit will be replaced in kind in the same location. New DDC controls will be

provided for the new units. The existing Test Cave ventilation was provided from the existing air handling units

which are being removed. A new exhaust/transfer fan interlocked with the new air rotation unit will be provided to maintain ventilation to the Test Cave.



Administration Offices Renovation A new packaged rooftop dedicated outside air unit (5,000 CFM), with energy recovery

will be provided to precondition and dehumidify the outside air. The unit will consist of a supply, exhaust section and enthalpy wheel. The supply section will include MERV 8/13 (30/85%) pre-filters, evaporator coil, hot gas reheat condensing section, and water cooled condensing section, supply fan and humidifier. The enthalpy wheel exchanges energy from the exhaust air section to precondition the supply air without mixing the two airstreams. The ventilation from the outside air unit will be ducted to the ceiling plenum throughout the building.

The dedicated outside air unit will condition the air to provide “neutral” ventilation air

to the ceiling plenum. Water source heat pumps located in the ceiling plenum will provide the sensible cooling and heating for the individual spaces.

Air will be returned through a return air plenum. Acoustical transfer elbows will be

provided for any space where privacy is a concern. 6.1.7 HVAC Systems Component Description Air Handling Units Commercial Grade Units Air handling units serving the TED Building as well as administrative and high bay

areas within the Building 58 renovations will be commercial grade construction, modular type units. Air handling unit fans will be plenum or airfoil type, centrifugal fans. Motors shall be premium efficiency, inverter duty rated, TEFC, type F insulation. Entire fan and motor drive assembly shall be internally mounted on structural steel vibration isolation base frame, spring isolation.

Industrial Grade Units Air-handling units serving the chemistry, clean room and laboratory areas within

Building 58 will be industrial grade units, constructed of solid galvanized steel double wall construction, inner wall constructed of 20 gauge and outer wall constructed of 14 gauge galvanized steel, except at cooling coil sections, where a sloped condensate drain pan will be 304 stainless steel. Unit shall be insulated with 2-inch thick, 3-pound density fiberglass insulation between inner and outer panels. Air-handling unit fans will be centrifugal plenum type fan, with direct drive shaft. Motors shall be premium efficiency, inverter duty rated, TEFC, type F insulation. Entire fan and motor drive assembly shall be internally mounted on structural steel vibration isolation base frame, spring isolation.

Ductwork Systems All ductwork will be constructed as recommended in SMACNA Duct Construction and

Leakage Test Standard, latest version, except minimum 24 gauge. Materials of construction for general supply air, return, and exhaust air will be G90 galvanized steel.



Corrosive and acid resistant exhaust ductwork serving the chemistry clean rooms within the Building 58 Expansion will be constructed of acid resistant fiberglass reinforced (FRP) with thermo-welded connections. High humidity exhaust shall be 304 stainless steel, with welded joints and sloped back towards the equipment.

Piping Systems All piping will be constructed as recommended by ANSI, ASME, NFPA and/or the

governing building code. Chilled water and condenser water piping will be constructed of Type L Copper Tubing

(size 2 inches and smaller) or Carbon Steel Schedule 40 (size greater than 2 inches). Joints will be soldered or welded, or grooved mechanical couplings (allowed in accessible locations only).

Hot water piping will be constructed of Type L Copper Tubing (size 2 inches and

smaller) or Carbon Steel Schedule 40 (size greater than 2 inches). Joints will be soldered or welded, or grooved mechanical couplings (allowed in accessible locations only).

Underground chilled water piping will be constructed of a factory fabricated piping

system consisting of a PVC carrier pipe with polyurethane foam insulation in a PVC Jacket.

Underground geothermal system condenser water piping from the building to the valve

vaults will be constructed of a factory fabricated piping system consisting of a PVC carrier pipe with polyurethane foam insulation in a PVC Jacket.

Underground geothermal system condenser water piping from the valve vaults to the

well field will be polyethylene pipe. Isolation valves will be used to isolate various parts of the distribution system for

flexibility and ease of maintenance while limiting disturbance to operating areas of the facility. Isolation valves will be either ball valves (2 inches and less) or butterfly valves (2 ½ inch and greater). High performance valves will be used in certain locations where reliability and critical isolation is required.

6.1.8 Controls Building Automation System Building 58 has an existing Invensys/TAC control system that serves all existing air

handling units, boiler system, and LCW system. The existing chiller plant and cooling towers control system is American Automatrix.

The central “front-end” control system server is located in Room 61 of the VARC

Building. The main unitary network controller is located in Room 108 of Building 58. Communication between the BAS server and the Building 58 is via Ethernet (LAN) network.



A new Building Automation System (BAS) will be provided to serve all new construction and renovated areas within Building 58. The specifications will allow for competitive bidding of control system vendors limited to Invensys, Johnson Controls Incorporated, or Honeywell International. All HVAC systems will be DDC controlled through the BAS system which will be connected to the campus network via Ethernet network (LAN) connection.

The majority of the existing Invensys/TAC system utilizes an older generation of

equipment that is no longer manufactured or supported. As such new network controllers will be required for connection to new DDC control panels and application specific controllers.

The DDC control system architecture will include a central BAS server, intelligent DDC

panels for all air handling units, a chiller interface panel and a boiler interface panel. All control points for the air handling systems will be programmable through the DDC control system.

The control system will utilize DDC controls with electric actuators on all control valves

and dampers. DDC panels will be connected to back-up power supply and will include UPS devices to maintain programmed sequences and set points upon restoring normal power. Ventilation purge sequences will be incorporated for oxygen depleting hazard areas.

Oxygen deficiency monitoring and alarm system(s) will be required throughout the

facility with local horn/strobe annunciation, as well as remote alarm to BAS system. Ventilation systems will be interlocked with automatic isolation valves provided for the gas piping systems to isolate the gas systems in the event of a ventilation system failure.

6.1.9 Energy Conservation Strategies All components of the heating ventilation and air conditioning systems for the TEDF

Facility will be designed for maximum energy efficiency while meeting the minimum performance requirements of the space. The goal of the project will be to achieve LEED gold certification.

Variable frequency drives are being provided for all air handling unit supply and return

fans. All air handling units serving the non-clean room areas will be equipped with dry bulb economizer controls. The controls will modulate the return air dampers, relief air dampers and outside air dampers to use outdoor air for free cooling whenever outdoor air conditions permit. The use of supply and return air fans with airflow measurement in each fan inlet will allow full economizer operation while maintaining building pressurization.

Variable air volume systems will be provided for systems serving all non-clean room

areas to reduce operating costs during periods of reduced load or unoccupied conditions.

A ground source geothermal system is being proposed for the TED Building and the

Building 58 Offices to provide condenser water to water source heat pumps. The condenser water, chilled water and heating water pumps for the TED Building are all



being provided with variable frequency drives to maximize the efficiency of the system.

Outside air units with enthalpy wheels are being proposed for the TED Building and

Building 58 Offices to recover energy from the return airstreams and precondition the outside air.

The existing Building 58 Chiller and Boiler Plants are being utilized to serve the

Building 58 Expansion and Renovation projects. An additional chiller utilizing environmentally friendly refrigerant will be installed to meet the total cooling capacity. The chiller will be provided with a variable frequency drive. The renovations to the distribution systems will increase the operating efficiency of the Chiller and Boiler Plants.

All equipment motors will be specified with premium efficiency motors. Fan powered

air volume control boxes will be specified with ECM motors. Carbon Dioxide (CO2) monitors will be located in large meeting/conference rooms (TED

Building) to allow reduction of outside air during periods of low usage. 6.1.10 Outline Specifications Listed below are specification sections that will be used for the project.

Section 230500 Common Materials and Methods for HVAC Section 230513 Electrical Requirements for HVAC Equipment Section 230533 Heat Tracing for HVAC Piping Section 230548 Vibration Isolation for HVAC Piping Section 230700 HVAC Insulation Section 232113 Hydronic Piping Systems Section 232123 HVAC Pumps Section 232213 Steam Piping Systems Section 232413 Underground Piping Systems Section 232500 HVAC Water Treatment Section 233000 Ductwork and Ductwork Accessories Section 233400 Fans and Ventilators Section 234100 Air Filtration Section 235000 Central Heating Equipment Section 235700 Heat Exchangers Section 236000 Water Chillers Section 236500 Closed Circuit Cooling Towers Section 237000 Air Handling Units Section 238000 Heat Transfer Section 238100 Unitary Air Conditioning Section 238413 Humidifiers Section 250900 Instrumentation and Controls for HVAC Section 250933 Sequence of Operations for HVAC Controls

6.1.11 Mechanical Calculations and Analysis See following pages.

COOLING LOAD CALCULATIONS

Zone CFM Conv. Factor

Ent. Air Btu/lb

Lvg. Air Btu/lb BtuH Tons

Supply Air

CFMdB ˚F

wB ˚F

h (Btu/lb)

Outdoor Air CFM

dB ˚F

wB ˚F

Return Air

CFMdB ˚F RH wB ˚F

Mixed Air

CFMdB ˚F

wB ˚F

h (Btu/lb)

Chemistry 41000 4.5 28.3 19.2 1673415 139 41000 48.0 48.0 19.2 11000 84 79 30000 68 50 57 41000 72.4 62.7 28.3

Process 7000 4.5 34.0 23.2 339885 28 7000 55.0 55.0 23.2 3500 83 77 3500 75 50 63 7000 79.0 70.0 34.0

Main Cleanroom 160000 1.08 69.5 67.5 345600 29 Sensible Only

Makeup Air Cleanrooms 7000 4.5 42.3 18.2 760725 63 7000 46.0 46.0 18.2 7000 84 79 0 7000 84.3 78.7 42.3

Gown 8500 4.5 25.0 19.2 221085 18 8500 48.0 48.0 19.2 425 84 79 8075 68 50 57 8500 68.8 57.9 25.0

Vertical Attachment Area 24000 4.5 24.9 19.2 610200 51 25000 48.0 48.0 19.2 1000 84 79 24000 68 50 57 25000 68.7 57.7 24.9

Cryo. Assembly (Hi-Bay) 10000 4.5 29.3 22.6 301050 25 10000 54.0 54.0 22.6 1000 83 77 9000 75 50 63 10000 75.8 64.1 29.3

Cleanroom Support System 14500 4.5 31.2 20.3 707962.5 59 14500 50.0 50.0 20.3 5000 84 79 9500 72 50 60 14500 76.2 66.5 31.2

EBW/Furnace 10000 4.5 27.2 20.3 311400 26 10000 50.0 50.0 20.3 600 84 79 9400 72 50 60 10000 72.7 61.2 27.2

VTA Unit 3000 1.08 75 70 16200 1 Sensible Only

Hi Bay - Main 30000 4.5 28.9 22.6 853200 71 30000 54.0 54.0 22.6 2000 83 77 28000 75 50 63 30000 75.5 63.6 28.9

Test Lab Support Offices 30000 4.5 31.9 22.3 1298700 108 30000 53.5 53.5 22.3 6000 83 77 24000 78 50 65 30000 79.0 67.5 31.9

(Building 58 Expansion) 5,271,323 439

(Building 58 Renovation) 2,168,100 181

TOTAL LOAD 7,439,423 620

Factor Ewt F Lwt F BtuH500 42 52 7439423

Total Req'd. GPM1488

Building 58 - CHILLED WATER LOAD OA Conditions MA ConditionsSA Conditions RA Conditions

Jefferson LabsEwingCole Engineering

7/1/2009 4:26 PM

HEATING LOAD CALCULATIONS

Zone CFM Conv. Factor

Lvg. Air ˚F

Ent. Air ˚F BtuH Supply Air

CFMdB ˚F

Outdoor Air CFM

dB ˚F

Return Air CFM

dB ˚F

Mixed Air

CFMdB ˚F

Chemistry 41000 1.08 60.0 54.6 239760.0 41000 60.0 11000 18 30000 68 41000 54.6

Process 7000 1.08 60.0 26.7 251532 7000 60.0 5700 18 1300 65 7000 26.7

Makeup Air (All Cleanrooms) 7000 1.08 60.0 18.0 317520 7000 55.0 7000 18 0 7000 18.0

Gown 8500 1.08 60.0 65.5 8500 55.0 425 18 8075 68 8500 65.5

VTA 24000 1.08 60.0 66.0 25000 55.0 1000 18 24000 68 25000 66.0

Cleanroom Support System 14500 1.08 60.0 52.1 124200 14500 55.0 5000 18 9500 70 14500 52.1

EBW 10000 1.08 60.0 64.8 5000 55.0 500 18 4500 70 5000 64.8

VTA Unit 0

Hi Bay 35000 1.08 55.0 61.6 35000 55.0 2500 18 32500 65 35000 61.6Test Lab Support Offices 30000 1.08 55.0 55.6 30000 55.0 6000 18 24000 65 30000 55.6

Chemistry 41000 1.08 68.0 48.0 885600.0

Process 7000 1.08 68.0 55.0 98280

Makeup Air (All Cleanrooms) 7000 1.08 68.0 60.0 60480

Gown 8500 1.08 68.0 48.0 183600

VTA 24000 1.08 68.0 48.0 518400

Cleanroom Support System 14500 1.08 72.0 55.0 266220

EBW 10000 1.08 72.0 55.0 183600

VTA Unit 0

Hi Bay 35000 1.08 85.0 60.0 945000Test Lab Support Offices 15000 1.08 85.0 55.0 486000

(Building 58 Expansion) 3,129,192(Building 58 Renovation) 1,431,000

TOTAL LOAD 4,560,192

Conv. Factor Ewt F Lwt F BtuH

500 140 160 4560192Total Req'd. GPM

456

Building 58 - HEATING LOAD SA Conditions OA Conditions RA ConditionsMA Conditions

Ventilation Load

Reheat Load

Jefferson LabsEwingCole Engineering

7/1/2009 4:26 PM

Jefferson LabBuilding 58 Addition

ACH Supply Exhaust Return Infiltration Exfiltration

System Room # Designation Area (SF) Ceiling (ft)

Volume ISO Class

ACH FPM Airflow (CFM)

Quantity/ Type

Area Pressure Difference

CFM # Type Airflow Total CFM

Water Chemistry 710 14 9,940 8 25 4,142 (1) 4'-6" SW 0.42 0.05 245 IN 0 X 12,545 0 11,880 245 910Water Chemistry (Bag Area) 168 14 2,352 6 50 8,400 (1) 5'-0" SW 0.52 0.05 305 EX 0

0 0 (1) 4'-0" SL 0.48 0.05 280 EX 00 0 (1) 5'-0" SL 0.36 0.12 325 EX 00 0 0 00 0 0 0

Gown Room 76 10 760 9 20 253 (1) 5'-0" SW 0.52 0.05 305 IN 0 X 255 0 255 305 3050 0 (1) 5'-0" SW 0.52 0.05 305 EX 00 0 0 00 0 0 00 0 0 00 0 0 0

Acid Chemistry 815 12 9,780 CNC 20 3,260 (1) 3'-0" SW 0.28 0.06 180 IN 3 FH 1200 3600 3,260 4425 -465 700 00 0 (1) 5'-0" SL 0.36 0.12 325 IN 1 Acid Stor 75 75 X 3725 4425 0 700 00 0 (1) 5'-0" SW 0.52 0.02 195 IN 1 Auto Etch 750 7500 0 0 00 0 0 00 0 0 0

Mat Wash 120 14 1,680 20 560 (1) 4'-0" SL 0.48 0.05 280 IN 1 Room 560 560 X 560 560 0 280 2800 0 (1) 4'-0" SL 0.48 0.05 280 EX 00 0 0 00 0 0 00 0 0 00 0 0 0

PPE Gown 87 10 870 20 290 (1) 3'-0" SW 0.28 0.06 180 EX 0 290 0 -35 0 3250 0 (1) 3'-0" SW 0.28 0.04 145 EX 0 X 425 0 100 0 3250 0 0 00 0 0 00 0 0 00 0 0 0

Pass Thru 95 12 1,140 5 70 6,650 (1) 4'-6" SW 0.42 0.03 190 IN 0 X 6,650 0 6,595 190 2450 0 (1) 4'-6" SW 0.42 0.05 245 EX 00 0 0 00 0 0 00 0 0 00 0 0 0

R&D Chemistry Room 900 12 10,800 8 25 4,500 (1) 5'-0" SW 0.52 0.06 330 IN 4 FH 1200 4800 X 10,250 5150 5,455 590 235R&D Chemistry (QC Area) 115 12 1,380 6 50 5,750 (1) 3'-6" SW 0.3 0.11 260 IN 2 Acid Stor 75 150

0 0 (1) 5'-0" SW 0.52 0.03 235 EX 2 Chem Stor 100 2000 0 0 00 0 0 00 0 0 0

W t R 130 12 1 560 CNC 15 390 (1) 5' 0" SW 0 52 0 03 235 IN 1 Room 390 390 390 390 235 235 0

Pressurization ExhaustDoors Equipment

AHU-1 CHEMISTRY PRESSURIZATION / SYSTEM SIZING CALCULATIONS

Wet Room 130 12 1,560 CNC 15 390 (1) 5'-0" SW 0.52 0.03 235 IN 1 Room 390 390 390 390 235 235 00 0 0 0 X 155 390 0 235 00 0 0 00 0 0 00 0 0 00 0 0 0

Gown Room 120 10 1,200 9 20 400 (1) 5'-0" SW 0.52 0.06 330 EX 0 400 0 -200 0 6000 0 (1) 5'-0" SW 0.52 0.04 270 EX 0 X 700 0 100 0 6000 0 0 00 0 0 00 0 0 00 0 0 0

Pass Thru 80 12 960 5 70 5,600 (1) 3'-6" SW 0.3 0.09 235 IN 0 X 5,600 0 5,575 235 2600 0 (1) 3'-6" SW 0.3 0.11 260 EX 00 0 0 00 0 0 00 0 0 00 0 0 0

SYSTEM 1 TOTALS Supply Exhaust Return InfiltrationExfiltrationOA MUA40865 10525 29960 2780 3160 10905




Volume ISO Class


Quantity/ Type



Process Equipment Room 1675 20 33,500 NC 6 3,350 (1) 3'-0" SW 0.28 0.03 130 IN 1 Room 3,350 3350 3350 3350 355 355 00 0 (1) 6'-0" OH 0.5 0.03 225 IN 0 X 2995 3350 3550 0 0 00 0 0 00 0 0 00 0 0 0

Vestibule 225 15 3,375 NC 0 (2) 3'-0" SW 0.28 0.03 260 EX 0 0 0 -1240 0 12400 0 (2) 6'-0" OH 0.5 0.03 450 EX 0 X 1340 100 12400 0 (1) 5'-0" SW 0.52 0.03 235 EX 00 0 (1) 6'-0" SW 0.66 0.03 295 EX 00 0 0 00 0 0 0

Equipment Access 450 15 6,750 NC 0.5 225 (1) 5'-0" SW 0.52 0.03 235 IN 0 X 225 0 995 965 1950 0 (1) 5'-0" SW 0.52 0.02 195 EX 00 0 (1) 3'-0" SW 0.28 0.04 145 IN 00 0 (1) 5'-0" SW 0.52 0.05 305 IN 00 0 (1) 4'-0" SL 0.48 0.05 280 IN 00 0 0 0

Service Corridor 580 15 8,700 NC 0.7 406 0 0 X 410 0 410 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0

Electronic Repair 700 0 nc 1 700 0 0 X 700 0 700 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0

Corridor 1425 8 11,400 NC 0.7 998 0 0 X 1000 0 1000 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 0


AHU-2 PROCESS EQUIPMENT AREA PRESSURIZATION / SYSTEM SIZING CALCULATIONS

0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0

Supply Exhaust Return InfiltrationExfiltrationOA MUA6670 3350 3205 1320 1435 3465




Volume ISO Class


Quantity/ Type



Production Area 2950 12 35,400 5 45 132,750 (1) 3'-6" SW 0.3 0.09 235 EX 4 PR EQ 300 1200 X 132,750 1650 129,325 0 1775(Main Areas) 0 0 (1) 3'-0" SW 0.28 0.03 130 EX 3 PR EQ 150 450

0 0 (1) 4'-6" SW 0.42 0.03 190 EX 00 0 (1) 6'-0" SL 0.41 0.03 185 EX 00 0 (1) 5'-0" SW 0.52 0.09 405 EX 00 0 (1) 32'-0" HD 0.81 0.09 630 EX 0

Pass Box Airlock 40 12 480 4 45 1,800 (1) 5'-0" SW 0.52 0.09 405 IN 0 X 1,800 0 1,800 405 4050 0 (1) 5'-0" SW 0.52 0.09 405 EX 00 0 0 00 0 0 00 0 0 00 0 0 0

Equip Trans Airlock 150 12 1,800 4 45 6,750 (1) 32'-0" HD 0.81 0.09 630 IN 0 X 6,750 0 6,750 630 6300 0 (1) 32'-0" HD 0.81 0.09 630 EX 00 0 0 00 0 0 00 0 0 00 0 0 0

R&D Clean Analytical 385 12 4,620 5 45 17,325 (1) 3'-0" SW 0.28 0 0 X 17,325 0 17,325 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 0


AHU-3 PRODUCTION / R&D CLEANROOM AREA PRESSURIZATION / SYSTEM SIZING CALCULATIONS

0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0





Volume ISO Class


Quantity/ Type



Gown 3 90 10 900 5 70 6,300 (1) 3'-0" SW 0.28 0.03 130 IN 0 X 6,300 0 6,265 130 1650 0 (1) 3'-0" SW 0.28 0.05 165 EX 00 0 0 00 0 0 00 0 0 00 0 0 0

Gown 2 120 10 1,200 7 60 1,200 (1) 3'-0" SW 0.28 0.05 165 IN 0 X 1,200 0 1,200 165 1650 0 (1) 3'-0" SW 0.28 0.05 165 EX 00 0 0 00 0 0 00 0 0 00 0 0 0

Gown 1 165 10 1,650 8 35 963 (1) 3'-0" SW 0.28 0.05 165 IN 0 X 965 0 965 165 1650 0 (1) 3'-0" SW 0.28 0.05 165 EX 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 0


AHU-4 PRODUCTION / R&D CLEANROOM GOWN AREA PRESSURIZATION / SYSTEM SIZING CALCULATIONS

0 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0





Volume ISO Class


Quantity/ Type



Vertical Attachment 525 0 45 23,625 (1) 6'-0" SL 0.41 0.03 185 IN 0 X 23,625 0 23,015 185 795Horizontal Flow Across Room 0 0 (1) 3'-0" SW 0.28 0.15 285 EX 047'-6" x 11'-0" (underside of 0 0 28"Ø 5.86 0.15 5870 0

0 0 28" CLOSED 0.4 0.15 405 EX 00 0 16" CLOSED 0.1 0.15 105 EX 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 0


AHU-5 VERTICAL ATTACHMENT AREA PRESSURIZATION / SYSTEM SIZING CALCULATIONS

0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 X 0 0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0


Newport, Virginia

Comments

Company

Program user

Building owner

Location

TED Bldg - Jeff Labs, Virginia

Norfolk, VirginiaLocation

Latitude

Longitude

36.0 deg

76.0

5

deg

26

29.9

ft

in. Hg

Time Zone

Elevation

Barometric pressure

Air density

Air specific heat

Density-specific heat product

Latent heat factor

Enthalpy factor

lb/cu ft 0.0760

0.2444

1.1144

4,905.3

4.5588

Btu/lb·°F

Btu/h·cfm·°F

Btu·min/h·cu ft

lb·min/hr·cu ft

Summer design dry bulb

Summer design wet bulb

Winter design dry bulb

Summer clearness number

Winter clearness number

Summer ground reflectance

Winter ground reflectance

92

77

22

°F

°F

°F

0.85

0.85

0.20

0.20

TETD-TA1

UATD

Design simulation period

Cooling load methodology

Heating load methodology

January - December

By EwingCole

C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRCDataset name

09:44 AM on 06/30/2009Calculation time

TRACE® 700 version

400Carbon Dioxide Level ppm

6.2

* Alt-1 Proposed TED Building Alt-2 Baseline ASHRAE 90 1-200

Energy

10^6 Btu/yr

Proposed

/ Base

%

Peak

kBtuh

Energy

10^6 Btu/yr

Proposed

/ Base

%

Peak

kBtuh

Lighting - Conditioned Electricity 1,233.5 27 281 1,233.5 100 281

Space Heating Electricity 34.7 1 8 0.0 0 0

Gas 491.5 11 802 4,090.5 832 2,420

Space Cooling Electricity 0.0 0 0 1,660.3 0 808

Pumps Electricity 4.9 0 7 0.0 0 0

Heat Rejection Electricity 496.1 11 83 462.4 93 77

Fans - Conditioned Electricity 391.3 9 333 898.1 229 286

Receptacles - Conditioned Electricity 1,948.8 42 403 1,928.3 99 401

Total Building Consumption 4,600.8 10,273.1

Energy Cost Budget / PRM Summary

By EwingCole

Project Name: TED Bldg - Jeff Labs, Virginia

Weather Data: Norfolk, VirginiaCity: Newport, Virginia

June 30, 2009Date:

Note: The percentage displayed for the "Proposed/ Base %"

column of the base case is actually the percentage of the

total energy consumption.

* Denotes the base alternative for the ECB study.


Energy

10^6 Btu/yr

Cost/yr

$/yr

Energy

10^6 Btu/yr

Cost/yr

$/yr

Electricity 4,109.3 76,817 6,182.6 115,573

Gas 491.5 4,748 4,090.5 39,514

Total 4,601 81,565 10,273 155,087


Total Number of hours heating load not met

Number of hours cooling load not met

172

0

530

0


C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRCDataset Name:

Project Name:

Energy Cost Budget Report Page 1 of 1

TRACE® 700 v6.2 calculated at 10:00 AM on 06/30/2009

Performance Rating Details

By EwingCole

Project Name: TED Bldg - Jeff Labs, Virginia

Weather Data: Norfolk, VirginiaCity: Newport, Virginia

June 30, 2009Date:

Performance Rating Method Alternative: Alt-2 Baseline ASHRAE 90 1-2004

0° Rotation 90° Rotation 180° Rotation 270° Rotation Average

Energy

10^6 Btu/yr

Peak

kBtuh

Energy

10^6 Btu/yr

Peak

kBtuh

Energy

10^6 Btu/yr

Peak

kBtuh

Energy

10^6 Btu/yr

Peak

kBtuh

Energy

10^6 Btu/yr

Peak

kBtuh

Lighting - Conditioned Electricity 1,233.5 281 1,233.5 281 1,233.5 281 1,233.5 281 1,233.5 281

Space Heating Gas 4,072.6 2,417 4,039.6 2,405 4,091.2 2,410 4,158.6 2,446 4,090.5 2,420

Space Cooling Electricity 1,662.7 809 1,623.3 795 1,655.4 808 1,699.8 822 1,660.3 808

Heat Rejection Electricity 453.4 76 447.9 76 467.5 78 480.9 79 462.5 77

Fans - Conditioned Electricity 904.9 287 879.4 282 891.1 285 916.9 290 898.1 286

Receptacles - Conditioned Electricity 1,928.3 401 1,928.3 401 1,928.3 401 1,928.3 401 1,928.3 401

Total Building Consumption 10,255.4 4,271 10,152.0 4,239 10,267.1 4,262 10,418.1 4,319 10,273.1 4,273

0° Rotation 90° Rotation 180° Rotation 270° Rotation Average

Electric ($) $115,576 $114,260 $115,447 $117,009 $115,573

Gas ($) $39,342 $39,023 $39,521 $40,172 $39,514

Total Building Cost ($) $154,918 $153,283 $154,968 $157,181 $155,087


C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRC Performance Rating Details Report Page 1 of 1

TRACE® 700 v6.2 calculated at 10:00 AM on 06/30/2009

By EwingCole

ENERGY CONSUMPTION SUMMARY

Total Building

(kBtu/yr)

Energy

(kBtu/yr)

Total Source% of Total

Building Energy*

Energy

Water

Cons.

(1000 gals)

Gas

Cons.

(kBtu)

Elect

Cons.

(kWh)

Alternative 1

Primary heating

Primary heating 491,513 10.7 517,382% 491,513

Other Htg Accessories 10,165 0.8 104,089% 34,693

Heating Subtotal 10,165 491,513 11.4 621,470% 526,205

Primary cooling

Cooling Compressor 0.0 0% 0

Tower/Cond Fans 145,361 1,133 10.8 1,488,500% 496,117

Condenser Pump 0.0 0% 0

Other Clg Accessories 0.0 0% 0

Cooling Subtotal.... 145,361 1,133 10.8 1,488,500% 496,117

Auxiliary

Supply Fans 114,660 8.5 1,174,119% 391,334

Pumps 1,429 0.1 14,637% 4,879

Stand-alone Base Utilities 0.0 0% 0

Aux Subtotal.... 116,089 8.6 1,188,756% 396,212

Lighting

Lighting 361,404 26.8 3,700,781% 1,233,470

Receptacle

Receptacles 571,005 42.4 5,847,109% 1,948,842

Cogeneration

Cogeneration 0.0 0% 0

Totals

Totals** 1,204,024 491,513 1,133 100.0 12,846,616% 4,600,847

** Note: This report can display a maximum of 7 utilities. If additional utilities are used, they will be included in the total.

* Note: Resource Utilization factors are included in the Total Source Energy value.

TED Bldg - Jeff Labs, Virginia TRACE® 700 v6.2 calculated at 10:00 AM on 06/30/2009Project Name:

Alternative - 1 Energy Consumption Summary report page 1C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRCDataset Name:

By EwingCole

ENERGY CONSUMPTION SUMMARY

Total Building

(kBtu/yr)

Energy

(kBtu/yr)

Total Source% of Total

Building Energy*

Energy

Gas

Cons.

(kBtu)

Elect

Cons.

(kWh)

Alternative 2

Primary heating

Primary heating 4,072,627 39.7 4,286,976% 4,072,627

Other Htg Accessories 0.0 0% 0

Heating Subtotal 4,072,627 39.7 4,286,976% 4,072,627

Primary cooling

Cooling Compressor 486,501 16.2 4,981,783% 1,660,428

Tower/Cond Fans 132,854 4.4 1,360,428% 453,431

Condenser Pump 0.0 0% 0

Other Clg Accessories 650 0.0 6,655% 2,218

Cooling Subtotal.... 620,005 20.6 6,348,865% 2,116,077

Auxiliary

Supply Fans 265,128 8.8 2,714,922% 904,883

Pumps 0.0 0% 0

Stand-alone Base Utilities 0.0 0% 0

Aux Subtotal.... 265,128 8.8 2,714,922% 904,883

Lighting

Lighting 361,404 12.0 3,700,781% 1,233,470

Receptacle

Receptacles 565,000 18.8 5,785,612% 1,928,344

Cogeneration

Cogeneration 0.0 0% 0

Totals

Totals** 1,811,537 4,072,627 100.0 22,837,156% 10,255,402

** Note: This report can display a maximum of 7 utilities. If additional utilities are used, they will be included in the total.

* Note: Resource Utilization factors are included in the Total Source Energy value.

TED Bldg - Jeff Labs, Virginia TRACE® 700 v6.2 calculated at 10:00 AM on 06/30/2009Project Name:

Alternative - 2 Energy Consumption Summary report page 1C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRCDataset Name:

ELECTRICAL PEAK CHECKSUMSBy EwingCole

Equipment Description Electrical Demand Percent of Total(kw) (%)

Alternative 1 Proposed TED Building

Yearly Time of Peak: 17(Hr) 7(Month)

Cooling Equipment

24.32 7.56Water source heat pump - 001

24.32Sub total 7.56

Heating Equipment

2.25 0.70Backup Boiler

2.25Sub total 0.70

Fan Equipment

52.25 16.24Sys 2: Second Floor

44.45 13.82Sys 1: First Floor & Highbay

96.70Sub total 30.06

Miscellaneous

118.18 36.74Misc Equipment

0.00 0.00Base Utilities

82.44 25.63Lights

200.62Sub total 62.37

Total 101 323.89

Equipment Description Electrical Demand Percent of Total(kw) (%)

Alternative 2 Baseline ASHRAE 90 1-2004

Yearly Time of Peak: 17(Hr) 7(Month)

Cooling Equipment

255.69 47.40Air-cooled unitary - 003

255.69Sub total 47.40

Fan Equipment

46.60 8.64Sys 2: Second Floor

37.37 6.93Sys 1: First Floor & Highbay

83.97Sub total 15.57

Miscellaneous

117.38 21.76Misc Equipment

0.00 0.00Base Utilities

82.44 15.28Lights

199.82Sub total 37.04

Total 100 539.48

Project Name: TRACE® 700 v6.2 calculated at 10:00 AM on 06/30/2009TED Bldg - Jeff Labs, Virginia

Dataset Name: C:\Documents and Settings\alee\My Alternative - 2 Elect. Peak Checksums Report Page 1 of 1

MONTHLY ENERGY CONSUMPTION

By EwingCole

Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec TotalUtility

------- Monthly Energy Consumption -------

Alternative: 1 Proposed TED Building

Electric

1,204,024 91,893 97,178 104,992 103,938 114,243 108,598 110,949 110,063 95,734 99,206 79,488 87,742On-Pk Cons. (kWh)

324 273 283 294 313 324 324 322 298 286 270 266 256On-Pk Demand (kW)

Gas

4,915 857 544 365 87 67 45 57 99 242 545 933 1,076On-Pk Cons. (therms)

8 5 4 3 1 1 0 0 1 3 4 8 8On-Pk Demand (therms/hr)

Water

1,133 24 55 75 164 200 195 178 134 67 37 0 3Cons. (1000gal)

BuildingSource

Floor Area

68,536

191,368

ft2

Btu/(ft2-year)

67,130

CO2SO2NOX

Energy Consumption Environmental Impact Analysis

1,631,862 lbm/year

7,829 gm/year

2,680 gm/year

Btu/(ft2-year)


Dataset Name: C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRC Alternative - 1 Monthly Energy Consumption report Page 1 of 2

MONTHLY ENERGY CONSUMPTION

By EwingCole

Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec TotalUtility

------- Monthly Energy Consumption -------

Alternative: 2 Baseline ASHRAE 90 1-2004

Electric

1,811,490 126,524 137,512 148,146 164,727 194,413 185,946 180,373 162,013 133,770 139,988 112,227 125,849On-Pk Cons. (kWh)

539 416 437 447 504 536 539 522 472 439 420 400 408On-Pk Demand (kW)

Gas

40,905 5,379 3,998 3,495 1,522 1,385 1,085 1,195 1,808 3,090 4,846 6,380 6,723On-Pk Cons. (therms)

24 23 17 14 8 7 7 6 8 14 20 24 24On-Pk Demand (therms/hr)

BuildingSource

Floor Area

153,033

340,465

ft2

Btu/(ft2-year)

67,130

CO2SO2NOX

Energy Consumption Environmental Impact Analysis

3,643,747 lbm/year

17,482 gm/year

5,984 gm/year

Btu/(ft2-year)


Dataset Name: C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRC Alternative - 2 Monthly Energy Consumption report Page 2 of 2

EQUIPMENT ENERGY CONSUMPTIONBy EwingCole


Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec TotalEquipment - Utility

------- Monthly Consumption -------

Lights

27,397.5 31,904.5 29,068.8 31,104.4 30,668.8 29,504.4 31,904.5 29,068.8 31,104.5 29,868.8 361,403.6 30,304.4 29,504.3Electric (kWh)

82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4Peak (kW)

MISC LD

42,923.1 49,539.8 45,622.2 48,512.6 47,676.7 46,458.1 49,539.8 45,622.1 48,512.5 46,649.4 564,999.8 47,485.4 46,458.1Electric (kWh)

117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4Peak (kW)

Energy Recovery Parasitics

502.0 515.2 474.0 494.4 483.2 500.4 494.4 470.0 486.8 494.0 6,005.6 554.8 536.4Electric (kWh)

0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8Peak (kW)

Cooling Coil Condensate

0.0 0.3 3.9 12.3 18.4 24.4 26.4 22.1 5.1 2.1 115.4 0.0 0.4Make Up Water (1000gal)

0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1Peak (1000gal/Hr)

Cpl 1: Cooling plant - 001 [Sum of dsn coil capacities=289.5 tons]

WSHP - Cooling tower

761.7 8,380.7 11,660.0 18,073.0 17,490.0 18,073.1 18,073.0 17,490.1 15,571.0 11,538.6 145,361.0 1,207.7 7,042.1Electric (kWh)

24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3Peak (kW)

WSHP - Cooling tower

0.2 37.1 67.0 133.9 178.2 194.8 200.1 164.4 75.0 55.3 1,132.9 2.9 24.0Make Up Water (1000gal)

0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.6Peak (1000gal/Hr)

Var vol chill water pump (Misc Accessory Equipment)

134.8 84.3 39.8 17.6 10.8 8.7 12.5 15.6 58.5 83.9 747.8 154.8 126.7Electric (kWh)

1.0 1.0 0.6 0.4 0.1 0.1 0.1 0.1 0.1 0.5 0.5 0.7 1.0Peak (kW)

First Floor & Highbay

90.1-04 Min VAV AF Centrifugal [DsnAirflow/F.L.Rate=28,944 cfm / 38.20 kW (**Orig F.L.Rate=49.53 kW) (Main Clg Fan)

3,786.8 4,478.8 5,019.9 6,915.9 8,481.1 8,267.3 8,430.3 6,768.3 5,227.5 4,665.5 70,356.6 4,171.9 4,143.5Electric (kWh)

16.1 17.6 18.4 32.3 42.0 44.6 44.6 44.6 44.0 33.0 31.9 27.7 44.6Peak (kW)

Hpl 1: Heating plant - 001 [Sum of dsn coil capacities=1,721 mbh]

Backup Boiler [Nominal Capacity/F.L.Rate=1,721 mbh / 20.67 Therms] (Heating Equipment)

932.6 544.5 242.5 98.7 56.6 44.7 67.2 87.2 365.0 543.7 4,915.1 1,075.8 856.7Gas (therms)

8.0 7.7 4.2 3.0 0.8 0.4 0.4 0.5 0.7 3.4 3.8 5.2 8.0Peak (therms/Hr)

Var vol chill water pump (Misc Accessory Equipment)

122.4 76.9 36.9 16.4 9.9 7.9 11.5 14.5 54.1 76.6 681.7 140.5 114.1Electric (kWh)

1.0 0.9 0.5 0.4 0.1 0.1 0.1 0.1 0.1 0.4 0.5 0.6 1.0Peak (kW)


Dataset Name: C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRC Alternative - 1 Equipment Energy Consumption report page 1 of 3






Boiler forced draft fan (Misc Accessory Equipment)

950.5 785.2 585.4 492.4 447.7 404.6 468.3 451.1 669.8 671.5 7,877.4 1,055.5 895.4Electric (kWh)

1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7Peak (kW)

Cntl panel & interlocks - 0.5 KW (Misc Accessory Equipment)

276.0 228.0 170.0 143.0 130.0 117.5 136.0 131.0 194.5 195.0 2,287.5 306.5 260.0Electric (kWh)

0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5Peak (kW)

Second Floor


2,633.3 3,213.1 3,057.3 4,293.6 5,551.0 5,256.0 5,172.8 3,906.5 3,112.5 2,934.4 44,303.2 2,360.7 2,812.1Electric (kWh)

13.6 21.4 24.6 26.1 33.4 51.1 52.3 53.1 45.3 34.6 25.7 21.6 53.1Peak (kW)




Alternative: 2 Baseline ASHRAE 90 1-2004



Lights

27,397.5 31,904.5 29,068.8 31,104.4 30,668.8 29,504.4 31,904.5 29,068.8 31,104.5 29,868.8 361,403.6 30,304.4 29,504.3Electric (kWh)

82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4 82.4Peak (kW)

MISC LD

42,923.1 49,539.8 45,622.2 48,512.6 47,676.7 46,458.1 49,539.8 45,622.1 48,512.5 46,649.4 564,999.8 47,485.4 46,458.1Electric (kWh)

117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4 117.4Peak (kW)

Cooling Coil Condensate

0.0 0.2 1.9 8.9 25.4 36.2 36.7 22.2 2.9 0.6 135.3 0.2 0.2Make Up Water (1000gal)

0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1Peak (1000gal/Hr)

Cpl 1: Cooling plant - 001 [Sum of dsn coil capacities=321.8 tons]

Air-cooled unitary - 003 [Nominal Capacity/F.L.Rate=321.8 tons / 285.7 kW] (Cooling Equipment)

16,668.5 26,582.1 28,882.6 44,565.2 64,360.8 73,408.7 74,156.0 54,732.6 33,381.7 28,841.8 486,501.1 19,558.3 21,362.9Electric (kWh)

102.3 98.3 116.8 136.7 171.4 223.9 233.7 236.9 203.5 145.1 134.5 111.7 236.9Peak (kW)

90.1 Min Air Cooled Condenser

3,491.6 7,590.2 9,323.3 15,778.2 15,466.2 16,335.3 15,978.8 15,377.0 12,191.3 10,318.9 132,854.0 4,326.5 6,676.5Electric (kWh)

22.3 19.4 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3Peak (kW)

Cntl panel & interlocks - 0.1 KW (Misc Accessory Equipment)

34.2 40.6 42.0 70.8 69.4 73.3 71.7 69.0 56.3 49.6 649.9 34.9 38.1Electric (kWh)

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Peak (kW)

First Floor & Highbay


8,759.7 9,671.9 8,403.6 9,033.7 9,133.5 8,355.8 9,538.9 8,275.5 9,172.9 8,911.0 107,677.7 9,525.4 8,895.8Electric (kWh)

37.4 37.4 37.4 37.4 37.4 37.4 37.4 37.4 37.4 37.4 37.4 37.4 37.4Peak (kW)


Boiler - 001 [Nominal Capacity/F.L.Rate=2,339 mbh / 30.00 Therms] (Heating Equipment)

6,242.0 4,843.8 3,116.0 1,831.8 1,220.5 1,104.2 1,408.4 1,563.5 3,495.4 3,997.0 40,726.3 6,586.2 5,317.6Gas (therms)

24.2 24.1 19.9 15.6 7.5 6.3 6.3 6.7 7.8 15.5 18.2 22.8 24.2Peak (therms/Hr)

Second Floor


13,119.7 14,826.4 12,258.8 12,886.9 12,851.3 11,725.0 13,423.0 11,721.0 13,442.9 13,201.2 157,450.8 14,467.0 13,527.6Electric (kWh)

46.8 46.8 46.8 46.8 46.8 46.8 46.7 46.7 46.8 46.8 46.8 46.8 46.8Peak (kW)



System ChecksumsBy EwingCole

Variable Volume Reheat (30% Min Flow Default)First Floor & Highbay

HEATING COIL PEAKCLG SPACE PEAKCOOLING COIL PEAK TEMPERATURES

Heating DesignMo/Hr:7 / 17Mo/Hr:7 / 17Mo/Hr:Peaked at Time: Cooling Heating

SADBOADB: 22OADB:90 / 78 / 127OADB/WB/HR:Outside Air: 55.0 79.5

Ra Plenum 75.6 69.0

ReturnPercentCoil PeakSpace PeakSpace PercentPercentNetPlenumSpace 76.5 69.9Ret/OASens. + Lat. Of TotalTot SensSpace SensOf TotalSensibleOf TotalTotalSens. + Lat 33.1 81.7

0.0 0.4Fn MtrTDBtu/h (%)Btu/hBtu/h(%)Btu/h(%)Btu/hBtu/h 0.0 0.8Fn BldTDEnvelope Loads 0.0 2.5Fn Frict 0Skylite Solar 0.00 0 0 0 0 0 0 0

0Skylite Cond 0.00 0 0 0 0 0 0 0 16,227Roof Cond 2.23-18,362-18,362 3 16,227 1 16,227 0

0.00 112,729Glass Solar 0 0 17 112,729 7 112,729 0 18,540Glass Cond -61,394 7.45-61,394 3 18,540 1 18,540 0

AIRFLOWS

HeatingCooling 42,912Wall Cond 6.49-53,489-53,489 7 42,912 3 42,912 0

0Partition 0.00 0 0 0 0 0 0 0Floor 2.89-23,825-23,825 0 0 0

Sec Fan 0.00 0Infiltration 0 0 0 0 0 0

14,940 14,940MinStop/Rh

19.06 190,409Sub Total ==> -157,069-157,069 30 190,409 12 190,409 0

28,945Return 14,940

Internal Loads

11,412 11,412Exhaust

131,872Lights 0.00 0 0 20 131,872 11 164,839 32,968

0 0Rm Exh

103,730People 0.00 0 8 52,289 7

0 0Auxiliary

251,090Misc 0.00 0 0 39 251,090 16 251,090 0

486,691Sub Total ==> 0.00 0 0 67 435,251 33 519,659 32,968

437Ceiling Load 0.000-820 0 425 0 0-437 0Ventilation Load 74.09-610,425 0 0 0 47 739,671 0

Sup. Fan Heat 8 120,070

ENGINEERING CKS

HeatingCooling

Ret. Fan Heat 0 2 2 % OA 76.4 39.4

Duct Heat Pkup 0 0 0 0.41 0.80cfm/ft²

19,004Ov/Undr Sizing

0.00 1 1

3 19,011 1 19,004

221.31cfm/ton

Exhaust Heat

-1.59 13,099-1-19,347

275.39ft²/ton

-23.37 43.57Btu/hr·ft²

204No. People 696,540Grand Total ==> 100.00-823,946-157,888100.00 645,094100.00 1,569,466 13,185

AREAS HEATING COIL SELECTIONCOOLING COIL SELECTIONTotal Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Coil Airflow Ent LvgCapacityton MBh MBh cfm °F °F gr/lb °F °F gr/lb ft² (%) °F°FcfmMBh

Floor 36,018 Main Htg -469.6 14,940 51.3 79.5 130.8 1,569.5 963.9 28,945 81.7 68.8 85.4 51.3 51.2 56.1Main ClgPart 0 Aux Htg 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0Aux Clg

ExFlr 937 -372.3Preheat 22.0 51.3 11,412 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0Opt VentRoof 10,339 0 0Wall 23,277 3,630 16 Humidif 0.0 0 0.0 0.0 130.8 1,569.5Total

Opt Vent 0.0 0.0 0.0 0

-841.9Total

Envelope LoadsSkylite SolarSkylite CondRoof CondGlass SolarGlass CondWall CondPartitionFloor

InfiltrationSub Total ==>

LightsPeopleMisc

Sub Total ==>

Ceiling LoadVentilation Load

Additional Reheat

OA Preheat Diff.

Ov/Undr SizingExhaust Heat

RA Preheat Diff.

Grand Total ==>

Internal Loads

0

0-69,551

0.00 8.44 0.00

-19,347

Supply Air Leakage

90

Dehumid. Ov Sizing 0 0

Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0Leakage Ups

Leakage Dwn

0 0Infil

AHU Vent

Nom Vent

Main FanTerminal

Adjacent Floor

Diffuser

Supply Air Leakage

Underflr Sup Ht Pkup Underflr Sup Ht Pkup

Adjacent Floor 0 0 0 0

0 0

0 0 0

0 0

0 0 0 0

0 0.00

0 0.00

28,945

28,945 28,945

0

11,412

11,412

0

0

14,940

14,940 14,940

0

11,412

11,412

0

0

0 103,730 0

TRACE® 700 v6.2 calculated at 10:00 AM on 06/30/2009Project Name: TED Bldg - Jeff Labs, Virginia

Dataset Name: Alternative - 1 System Checksums Report Page 1 of 4C:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRC


Variable Volume Reheat (30% Min Flow Default)Second Floor


Heating DesignMo/Hr:8 / 17Mo/Hr:7 / 17Mo/Hr:Peaked at Time: Cooling Heating


Ra Plenum 76.3 66.9


0.0 0.4Fn MtrTDBtu/h (%)Btu/hBtu/h(%)Btu/h(%)Btu/hBtu/h 0.0 0.8Fn BldTDEnvelope Loads 0.0 2.5Fn Frict 105,121Skylite Solar 0.00 0 0 12 94,947 7 105,121 0

6,794Skylite Cond 2.71-22,228-22,228 1 6,085 0 6,794 0 38,300Roof Cond 5.73-46,929-43,053 4 33,796 3 41,881 3,581


AIRFLOWS


0Partition 0.00 0 0 0 0 0 0 1,122Floor 1.03-8,425-8,425 0 0 1,122


17,852 17,852MinStop/Rh

24.88 464,477Sub Total ==> -203,719-199,843 61 468,234 30 468,058 3,581

34,470Return 17,852

Internal Loads

9,349 9,349Exhaust

86,695Lights 0.00 0 0 11 86,695 7 108,369 21,674

0 0Rm Exh

94,550People 0.00 0 7 50,653 6

0 0Auxiliary

153,529Misc 0.00 0 0 20 153,529 10 153,529 0

334,774Sub Total ==> 0.00 0 0 38 290,878 22 356,448 21,674

1,038Ceiling Load 0.000-2,598 0 918 0 0-1,038 0Ventilation Load 61.07-500,082 0 0 0 40 629,455 0

Sup. Fan Heat 9 142,223

ENGINEERING CKS

HeatingCooling

Ret. Fan Heat 0 2 2 % OA 52.4 27.1


7,729Ov/Undr Sizing

0.00 0 0

1 8,215 0 7,729

260.90cfm/ton

Exhaust Heat

-3.98 32,628-1-18,438

235.48ft²/ton

-28.28 50.96Btu/hr·ft²



Floor 31,112 Main Htg -574.9 17,852 51.3 80.2 132.1 1,585.5 1,064.1 34,285 80.3 66.3 74.4 51.3 50.8 54.7Main ClgPart 0 Aux Htg 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0Aux Clg

ExFlr 3,845 -305.0Preheat 22.0 51.3 9,349 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0Opt VentRoof 31,112 1,314 4Wall 11,781 6,744 57 Humidif 0.0 0 0.0 0.0 132.1 1,585.5Total

Opt Vent 0.0 0.0 0.0 0

-879.9Total



LightsPeopleMisc

Sub Total ==>


Additional Reheat

OA Preheat Diff.


RA Preheat Diff.

Grand Total ==>

Internal Loads

0

0-147,720

0.00 18.04

0.00

-18,438

Supply Air Leakage

88



Leakage Dwn

0 0Infil

AHU Vent

Nom Vent

Main FanTerminal

Adjacent Floor

Diffuser

Supply Air Leakage



0 0

0 0 0

0 782

0 0 0 0

0 0.00

0 0.00

34,470

34,470 34,470

0

9,349

9,349

0

0

17,852

17,852 17,852

0

9,349

9,349

0

0

0 94,550 0




Terminal ReheatFirst Floor & Highbay


Heating DesignMo/Hr:Sum ofMo/Hr:7 / 17Mo/Hr:Peaked at Time: Cooling Heating


Ra Plenum 75.5 69.3


0.0 0.0Fn MtrTDBtu/h (%)Btu/hBtu/h(%)Btu/h(%)Btu/hBtu/h 0.0 0.0Fn BldTDEnvelope Loads 0.0 0.0Fn Frict 0Skylite Solar 0.00 0 0 0 0 0 0 0

0Skylite Cond 0.00 0 0 0 0 0 0 0 26,806Roof Cond 3.42-31,265-31,265 3 23,180 2 26,806 0


AIRFLOWS


0Partition 0.00 0 0 0 0 0 0 0Floor 2.61-23,825-23,825 0 0 0


39,959 39,959MinStop/Rh

30.18 316,362Sub Total ==> -275,644-275,644 44 342,416 21 316,362 0

39,959Return 39,959

Internal Loads

8,991 8,991Exhaust

131,347Lights 0.00 0 0 17 131,000 11 164,184 32,837

0 0Rm Exh

102,886People 0.00 0 6 49,137 7

0 0Auxiliary

250,978Misc 0.00 0 0 32 251,437 17 250,978 0

485,211Sub Total ==> 0.00 0 0 56 431,574 35 518,048 32,837

400Ceiling Load 0.000-541 0 372 0 0-400 0Ventilation Load 52.66-480,902 0 0 0 38 561,431 0

Sup. Fan Heat 0 2

ENGINEERING CKS

HeatingCooling

Ret. Fan Heat 0 2 2 % OA 22.5 22.5



0.00 1 1

0 44 6 84,008

285.50cfm/ton

Exhaust Heat

-0.75 6,813 0-7,294

257.35ft²/ton

-28.13 46.63Btu/hr·ft²



Floor 36,018 Main Htg -1,013.2 39,959 55.0 77.8 140.0 1,679.5 1,146.4 39,959 79.3 66.3 76.3 55.0 52.6 55.2Main ClgPart 0 Aux Htg 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0Aux Clg

ExFlr 937 0.0Preheat 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0Opt VentRoof 10,339 0 0Wall 23,277 3,630 16 Humidif 0.0 0 0.0 0.0 140.0 1,679.5Total

Opt Vent 0.0 0.0 0.0 0

-1,013.2Total



LightsPeopleMisc

Sub Total ==>


Additional Reheat

OA Preheat Diff.


RA Preheat Diff.

Grand Total ==>

Internal Loads

-163,553

0 0

0.00 0.00

17.91

-7,294

Supply Air Leakage

Peaks



Leakage Dwn

0 0Infil

AHU Vent

Nom Vent

Main FanTerminal

Adjacent Floor

Diffuser

Supply Air Leakage



0 0

0 0 0

0 0

0 0 0 0

0 0.00

0 0.00

39,959

39,959 39,959

0

8,991

8,991

0

0

39,959

39,959 39,959

0

8,991

8,991

0

0

0 102,886 0




Terminal ReheatSecond Floor


Heating DesignMo/Hr:Sum ofMo/Hr:7 / 17Mo/Hr:Peaked at Time: Cooling Heating


Ra Plenum 76.3 67.3


0.0 0.0Fn MtrTDBtu/h (%)Btu/hBtu/h(%)Btu/h(%)Btu/hBtu/h 0.0 0.0Fn BldTDEnvelope Loads 0.0 0.0Fn Frict 135,356Skylite Solar 0.00 0 0 14 137,781 7 135,356 0

20,352Skylite Cond 6.98-75,484-75,484 2 20,606 1 20,352 0 68,960Roof Cond 8.29-89,659-82,192 7 65,269 4 73,724 4,764


AIRFLOWS


0Partition 0.00 0 0 0 0 0 0 987Floor 0.78-8,425-8,425 0 0 987


50,593 50,593MinStop/Rh

36.06 642,185Sub Total ==> -390,064-382,597 71 699,138 34 646,949 4,764

50,593Return 50,593

Internal Loads

12,142 12,142Exhaust

85,532Lights 0.00 0 0 9 83,569 6 106,915 21,383

0 0Rm Exh

91,423People 0.00 0 5 46,669 5

0 0Auxiliary

151,789Misc 0.00 0 0 15 149,998 8 151,789 0

328,744Sub Total ==> 0.00 0 0 29 280,236 18 350,127 21,383

1,055Ceiling Load 0.000-2,265 0 963 0 0-1,055 0Ventilation Load 60.04-649,480 0 0 0 40 761,992 0

Sup. Fan Heat 0 3

ENGINEERING CKS

HeatingCooling

Ret. Fan Heat 0 3 3 % OA 24.0 24.0



0.00 0 0

0 182 9 167,971

278.22cfm/ton

Exhaust Heat

-3.41 36,938 0-5,346

171.09ft²/ton

-42.64 70.14Btu/hr·ft²

224No. People 1,139,955Grand Total ==> 100.00-1,081,836-384,862100.00 980,519100.00 1,921,699 19,749


Floor 31,112 Main Htg -1,326.8 50,593 55.0 78.5 181.8 2,182.1 1,495.8 50,593 80.1 66.7 77.0 55.0 52.7 55.6Main ClgPart 0 Aux Htg 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0Aux Clg

ExFlr 3,845 0.0Preheat 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0Opt VentRoof 31,112 1,314 4Wall 11,781 6,744 57 Humidif 0.0 0 0.0 0.0 181.8 2,182.1Total

Opt Vent 0.0 0.0 0.0 0

-1,326.8Total



LightsPeopleMisc

Sub Total ==>


Additional Reheat

OA Preheat Diff.


RA Preheat Diff.

Grand Total ==>

Internal Loads

-79,230

0 0

0.00 0.00 7.32

-5,346

Supply Air Leakage

Peaks



Leakage Dwn

0 0Infil

AHU Vent

Nom Vent

Main FanTerminal

Adjacent Floor

Diffuser

Supply Air Leakage



0 0

0 0 0

0 543

0 0 0 0

0 0.00

0 0.00

50,593

50,593 50,593

0

12,142

12,142

0

0

50,593

50,593 50,593

0

12,142

12,142

0

0

0 91,423 0



BUILDING COOL HEAT DEMANDBy EwingCole

Hour OADB OAWB

January Design Weekday Saturday Sunday Monday

Htg (Btuh) Clg (Tons) Htg (Btuh) Htg (Btuh) Htg (Btuh) Htg (Btuh)Clg (Tons) Clg (Tons) Clg (Tons) Clg (Tons)

Typical Weather (°F)

1 37.9 34.1 0 0.0 0 0.0 -6,159 0.0 -26,045 0.0-3,069 0.0 2 36.1 32.6 0 0.0 0 0.0 -5,923 0.0 -21,623 0.0-11,258 0.0 3 34.7 31.5 -6,159 0.0 0 0.0 0 0.0 -30,367 0.0-14,449 0.0 4 33.6 30.7 -6,159 0.0 0 0.0 0 0.0 -162,432 0.0-20,080 0.0 5 33.0 29.9 -6,159 0.0 0 0.0 0 0.0 -129,490 0.0-27,088 0.0 6 32.7 29.9 -630,818 0.0 -349,073 0.0 -478,891 0.0 -547,586 0.0-444,498 0.0 7 33.2 30.5 -667,982 0.0 -364,085 2.7 -480,491 0.0 -607,329 2.2-566,607 1.9 8 34.5 31.9 -469,367 0.0 -235,098 0.0 -465,483 1.3 -441,899 0.0-648,568 1.2 9 36.5 33.9 -318,754 0.0 -357,579 0.0 0 0.0 -618,845 0.0-6,159 0.0

10 39.0 35.8 -229,414 0.0 -271,305 0.0 -6,159 0.0 -477,267 0.0-6,159 0.0 11 41.8 37.6 -159,513 33.5 -235,606 0.0 -8,813 0.0 -373,605 0.0-8,714 0.0 12 44.6 39.2 -88,476 40.3 -174,095 0.0 -10,099 0.0 -283,659 0.0-10,182 0.0 13 47.1 41.0 -46,148 44.3 -132,223 0.0 -7,676 0.0 -206,851 0.0 0 0.0 14 49.1 42.5 -40,498 48.0 -89,296 0.0 -8,747 0.0 -117,533 0.0-3,372 0.0 15 50.4 43.4 -35,490 53.1 -68,578 0.0 0 0.0 -68,325 0.0 0 0.0 16 50.9 43.4 -34,663 60.1 -72,861 38.2 0 0.0 -72,610 41.6 0 0.0 17 50.6 43.7 -32,885 58.5 -82,716 0.0 0 0.0 -82,639 0.0-8,729 0.0 18 50.0 43.6 -41,003 50.3 -113,283 0.0 -2,944 0.0 -113,099 0.0-8,476 0.0 19 48.9 43.6 -75,854 22.7 -133,350 0.0 -8,151 0.0 -133,350 0.0-12,985 0.0 20 47.4 42.5 -115,017 0.0 -162,651 0.0 -8,278 0.0 -162,651 0.0-10,877 0.0 21 45.7 41.4 -125,944 0.0 -228,319 0.0 -8,838 0.0 -229,320 0.0-10,142 0.0 22 43.8 39.7 -6,159 0.0 -6,159 0.0 -13,126 0.0 -6,159 0.0-8,978 0.0 23 41.8 37.8 -6,159 0.0 -6,159 0.0 -12,751 0.0 -6,159 0.0-14,081 0.0 24 39.8 36.0 0 0.0 -6,159 0.0 -9,096 0.0 -6,159 0.0-29,458 0.0

Hour OADB OAWB

February Design Weekday Saturday Sunday Monday



1 32.4 29.0 0 0.0 0 0.0 -6,159 0.0 -36,025 0.0-17,656 0.0 2 31.6 28.5 0 0.0 0 0.0 -6,159 0.0 -39,654 0.0-22,163 0.0 3 31.3 28.5 0 0.0 0 0.0 -6,159 0.0 -128,070 0.0-23,838 0.0 4 31.6 28.9 0 0.0 0 0.0 -5,613 0.0 -147,791 0.0-31,114 0.0 5 32.4 29.9 0 0.0 0 0.0 -70,701 0.0 -104,792 0.0-35,065 0.0 6 33.7 31.1 -440,730 0.0 -353,760 0.0 -479,344 0.0 -517,968 0.0-499,886 0.0 7 35.3 32.8 -473,604 1.3 -364,306 2.0 -482,073 2.4 -600,563 1.6-556,857 1.7 8 37.2 34.6 -277,665 0.0 -206,949 0.0 -456,887 2.2 -418,701 0.0-641,464 0.8 9 39.3 36.6 -378,752 0.0 -374,325 0.0 0 0.0 -605,021 0.0 0 0.0

10 41.3 38.1 -211,976 0.0 -258,500 0.0 0 0.0 -457,874 0.0-6,159 0.0 11 43.3 39.0 -141,871 0.0 -215,354 0.0 -4,838 0.0 -353,855 0.0-7,128 0.0 12 44.9 39.7 -93,264 0.0 -161,166 0.0 -6,938 0.0 -273,801 0.0-12,954 0.0 13 46.2 40.2 -48,024 45.2 -120,284 0.0 -8,739 0.0 -195,877 0.0-7,987 0.0 14 47.0 40.2 -38,957 49.2 -82,240 0.0 -8,211 0.0 -110,315 0.0-9,353 0.0 15 47.2 40.0 -33,987 55.4 -55,500 0.0 -8,187 0.0 -55,510 0.0-8,148 0.0 16 47.0 39.5 -31,547 62.9 -55,327 0.0 -8,117 0.0 -55,076 0.0 0 0.0 17 46.2 38.7 -25,567 62.3 -68,901 0.0 -10,108 0.0 -68,809 0.0 0 0.0 18 44.9 37.8 -31,736 52.9 -102,701 0.0 -3,985 0.0 -101,861 0.0 0 0.0 19 43.3 37.4 -47,201 0.0 -127,377 0.0 0 0.0 -127,377 0.0-8,096 0.0 20 41.3 36.6 -115,415 0.0 -149,379 0.0 0 0.0 -148,865 0.0-12,270 0.0 21 39.3 35.1 -117,164 0.0 -220,943 0.0 -3,398 0.0 -222,865 0.0-17,685 0.0 22 37.2 33.2 -6,159 0.0 -6,159 0.0 0 0.0 -6,159 0.0-15,898 0.0 23 35.3 31.6 -6,159 0.0 -6,159 0.0 -8,467 0.0 -6,159 0.0-29,022 0.0 24 33.7 30.1 0 0.0 -6,159 0.0 -15,103 0.0 -6,159 0.0-28,599 0.0

Project Name:Dataset Name:

TRACE® 700 v6.2 calculated at 10:00 AM on 06/30/2009TED Bldg - Jeff Labs, VirginiaC:\Documents and Settings\alee\My Documents\TRACE 700 Projects\TED-ENERGY-35.TRC Alternative - 1 System Load Profiles report Page 1 of 12


Hour OADB OAWB

March Design Weekday Saturday Sunday Monday



1 45.7 42.1 0 0.0 0 0.0 0 0.0 0 0.0-6,159 0.0 2 44.0 40.7 0 0.0 0 0.0 0 0.0 0 0.0-6,159 0.0 3 42.6 39.6 0 0.0 0 0.0 0 0.0 0 0.0-6,287 0.0 4 41.4 38.6 0 0.0 0 0.0 0 0.0 -5,120 0.0 0 0.0 5 40.5 37.9 0 0.0 0 0.0 0 0.0 -3,160 0.0 0 0.0 6 40.0 37.1 -351,029 0.0 -217,756 0.0 -305,953 0.0 -185,364 0.0-159,849 0.0 7 39.8 36.9 -334,068 3.2 -232,993 2.7 -324,736 1.3 -300,404 1.8-272,698 1.3 8 40.5 37.7 -226,011 0.0 -136,130 0.0 -284,902 2.7 -165,710 0.0-277,533 0.0 9 42.6 39.2 -223,270 43.3 -235,063 0.0 -6,159 0.0 -205,526 0.0 0 0.0

10 45.7 41.2 -129,060 47.2 -157,562 0.0 -6,159 0.0 -180,226 0.0 0 0.0 11 49.3 43.8 -98,233 57.1 -123,942 0.0 -6,159 0.0 -129,262 0.0-3,252 0.0 12 53.0 46.8 -63,835 66.1 -91,454 47.6 -2,907 1.6 -96,051 47.1-6,159 1.6 13 56.0 48.8 -28,530 73.0 -68,126 53.0 0 3.7 -68,513 52.6-2,907 3.7 14 58.1 50.0 -22,724 81.2 -41,819 58.2 0 6.1 -39,881 57.8 0 7.0 15 58.8 50.3 -20,015 85.5 -36,167 61.7 0 7.6 -34,391 61.5 0 7.6 16 58.7 49.8 -18,343 90.9 -32,281 62.2 0 7.2 -30,482 62.2 0 7.7 17 58.1 49.4 -16,640 90.4 -26,705 62.4 0 8.0 -25,068 62.2 0 8.2 18 57.2 49.6 -18,074 80.3 -27,894 58.1 -3,709 6.8 -26,287 57.9 0 6.8 19 56.0 49.4 -19,690 50.6 -36,024 31.7 0 4.9 -32,925 31.6 0 4.9 20 54.6 49.1 -22,251 37.9 -87,013 27.4 0 2.9 -73,986 27.4 0 2.9 21 53.0 48.2 -61,652 27.7 -118,655 21.4 0 1.8 -110,385 21.4 0 1.8 22 51.2 46.8 0 2.0 0 0.0 0 0.0 0 0.0-4,630 0.0 23 49.3 45.0 0 0.0 0 0.0 0 0.0 0 0.0-4,747 0.0 24 47.5 43.4 0 0.0 0 0.0 -5,739 0.0 0 0.0 0 0.0

Hour OADB OAWB

April Design Weekday Saturday Sunday Monday



1 48.1 45.0 0 5.4 0 0.0 0 0.0 0 0.0 0 0.0 2 47.3 44.5 0 4.6 0 0.0 0 0.0 0 0.0 0 0.0 3 47.1 44.7 0 4.1 0 0.0 0 0.0 0 0.0 0 0.0 4 47.4 45.0 0 3.6 0 0.0 0 0.0 0 0.0 0 0.0 5 48.4 45.9 0 3.3 0 0.0 0 0.0 0 0.0 0 0.0 6 50.0 47.5 -64,009 3.2 -66,805 0.0 -238,241 0.0 0 0.0-3,908 0.0 7 52.0 49.4 -136,894 14.5 -116,271 27.6 -250,618 6.2 -16,639 1.8-17,422 1.7 8 54.4 51.5 -142,170 32.7 0 34.0 -149,246 20.5 -42,918 29.7-101,540 6.8 9 56.8 53.1 -89,980 64.7 -134,180 62.9 0 6.9 -85,909 57.5-6,159 6.6

10 59.1 54.6 -70,856 72.3 -78,231 66.6 0 8.3 -71,142 64.9-6,159 8.3 11 61.1 55.7 -55,853 85.2 -67,538 76.0 0 10.2 -62,702 75.0 0 10.2 12 62.7 56.3 -39,307 96.9 -58,859 81.4 0 11.3 -58,217 80.9 0 13.9 13 63.7 56.6 -23,017 113.1 -45,844 83.9 0 16.4 -42,575 84.7 0 17.2 14 64.1 56.8 -18,771 123.6 -25,139 92.3 0 18.0 -20,649 89.7 0 18.0 15 63.8 56.4 -16,917 129.1 -22,284 92.9 0 16.5 -18,902 90.2 0 16.5 16 63.1 55.7 -16,161 130.9 -20,920 88.8 0 16.1 -17,981 88.7 0 16.4 17 61.9 54.6 -14,486 130.4 -18,849 85.0 0 14.9 -16,374 84.8 0 14.9 18 60.4 53.6 -15,553 117.4 -20,376 75.0 0 11.6 -18,773 75.2 0 11.6 19 58.6 52.5 -17,097 74.4 -24,143 40.8 0 8.0 -22,707 40.9 0 8.0 20 56.6 51.6 -19,354 61.5 -50,815 34.7 0 4.9 -39,708 34.8 0 4.9 21 54.6 50.8 -32,005 52.4 -111,673 27.8 0 3.5 -99,544 27.8 0 3.5 22 52.6 49.1 0 10.3 0 1.9 0 1.6 0 1.9 0 1.6 23 50.8 47.6 0 8.2 0 0.0 0 0.0 0 0.0 0 0.0 24 49.2 46.0 0 6.7 0 0.0 0 0.0 0 0.0 0 0.0




Hour OADB OAWB

May Design Weekday Saturday Sunday Monday



1 62.2 58.0 0 20.1 0 14.0 0 13.6 0 13.3 0 13.3 2 60.5 56.4 0 18.3 0 11.3 0 11.1 0 10.9 0 10.9 3 59.1 55.2 0 17.2 0 9.3 0 9.2 0 9.1 0 9.1 4 58.1 54.0 0 15.8 0 7.7 0 7.7 0 7.5 0 7.5 5 57.4 53.5 0 15.7 0 6.8 0 6.8 0 6.6 0 6.6 6 57.2 53.3 0 18.1 0 22.9 0 7.5 0 6.7 0 5.9 7 57.6 53.7 0 71.7 0 48.0 0 43.1 0 72.5 0 54.4 8 58.9 54.1 0 88.7 0 66.0 -69,277 43.9 0 106.7 0 91.8 9 60.9 55.0 -55,411 114.1 -45,186 77.4 0 10.2 0 76.3 0 10.2

10 63.3 55.8 -38,410 116.4 -52,413 77.8 0 10.7 -34,243 77.0 0 10.7 11 66.1 56.9 -34,104 126.6 -50,933 89.6 0 12.7 -38,194 90.9 0 14.8 12 68.9 58.8 -25,294 136.2 -42,688 105.2 0 19.5 -36,809 108.7 0 22.7 13 71.4 60.4 -12,681 137.7 -32,028 115.6 0 27.6 -27,073 116.1 0 27.6 14 73.3 62.0 -13,820 140.2 -16,552 126.1 0 32.9 -12,090 125.7 0 33.0 15 74.6 63.2 -13,733 144.0 -15,568 133.7 0 36.8 -11,629 133.5 0 42.3 16 75.0 63.5 -13,486 145.0 -15,387 129.6 0 44.1 -11,550 129.2 0 45.1 17 74.8 63.4 -12,667 152.4 -14,466 134.1 0 43.1 -11,168 133.9 0 43.1 18 74.2 63.7 -13,590 145.7 -15,502 128.2 0 41.2 -13,193 128.1 0 41.3 19 73.1 63.8 -14,539 103.9 -18,373 95.8 0 36.3 -15,951 95.8 0 36.9 20 71.7 63.8 -15,721 109.1 -21,067 92.6 0 31.4 -17,209 92.7 0 33.3 21 70.0 63.5 -19,517 96.5 -42,173 86.9 0 26.6 -36,635 86.9 0 28.1 22 68.1 62.6 0 27.3 0 24.9 0 23.3 0 24.9 0 23.6 23 66.1 61.0 0 24.0 0 20.8 0 18.7 0 20.8 0 18.7 24 64.1 59.4 0 22.0 0 17.5 0 16.0 0 17.5 0 16.0

Hour OADB OAWB

June Design Weekday Saturday Sunday Monday



1 69.4 65.1 0 35.6 0 27.0 0 26.2 0 25.7 0 25.7 2 67.8 63.5 0 32.5 0 23.2 0 22.9 0 22.4 0 22.4 3 66.4 62.5 0 31.3 0 20.8 0 20.6 0 20.2 0 20.2 4 65.3 61.7 0 30.6 0 19.2 0 19.2 0 18.8 0 18.8 5 64.7 61.4 0 30.7 0 18.5 0 18.5 0 18.1 0 18.1 6 64.5 61.1 0 67.2 0 50.7 0 42.9 0 67.2 0 66.6 7 65.1 61.4 0 116.0 0 82.6 0 75.4 0 126.4 0 116.3 8 66.8 62.0 0 159.1 0 132.5 0 105.9 0 158.6 0 158.1 9 69.4 63.0 0 141.9 0 132.0 0 22.4 0 131.1 0 22.4

10 72.7 64.6 -10,531 130.7 -20,801 127.8 0 25.0 0 125.8 0 25.0 11 76.1 66.6 -21,807 146.9 -36,337 122.8 0 29.5 -16,076 124.7 0 36.7 12 79.4 69.0 -16,425 160.0 -31,782 135.1 0 39.6 -27,358 137.4 0 41.4 13 82.0 70.3 -12,356 162.2 -22,332 138.7 0 40.7 -16,778 139.0 0 40.9 14 83.7 71.4 -13,030 164.7 -14,172 142.0 0 44.1 -7,338 142.1 0 48.4 15 84.3 72.0 -12,336 170.3 -13,898 146.0 0 52.6 -7,130 146.0 0 53.0 16 84.1 71.7 -12,206 174.8 -13,871 144.5 0 52.0 -7,160 144.1 0 52.3 17 83.5 70.8 -11,600 181.3 -13,307 144.0 0 49.8 -6,952 143.5 0 50.5 18 82.4 70.4 -12,386 171.6 -14,272 136.7 0 49.0 -7,616 137.0 0 49.7 19 81.0 70.0 -13,129 122.2 -15,211 100.4 0 52.1 -12,765 100.4 0 52.6 20 79.4 70.1 -14,043 110.4 -16,336 94.3 0 50.1 -14,706 94.4 0 50.4 21 77.5 70.1 -16,644 98.2 -18,521 87.3 0 41.3 -16,550 87.3 0 41.5 22 75.4 69.0 0 29.3 0 40.0 0 42.8 0 40.0 0 42.9 23 73.4 68.1 0 27.6 0 35.9 0 34.6 0 35.9 0 34.6 24 71.3 66.5 0 38.3 0 31.5 0 28.9 0 31.5 0 28.9




Hour OADB OAWB

July Design Weekday Saturday Sunday Monday



1 72.8 68.9 0 28.3 0 35.8 0 34.8 0 34.1 0 34.1 2 71.6 67.9 0 27.4 0 32.8 0 32.3 0 31.7 0 31.7 3 70.6 67.1 0 26.9 0 30.6 0 30.3 0 29.8 0 29.8 4 69.9 66.4 0 26.3 0 28.9 0 28.9 0 28.3 0 28.3 5 69.4 65.9 0 26.2 0 27.6 0 27.6 0 27.1 0 27.1 6 69.3 65.8 0 64.8 0 65.6 0 56.5 0 91.7 0 89.6 7 69.7 65.8 0 102.3 0 107.8 0 94.7 0 154.4 0 144.2 8 70.9 66.6 0 154.5 0 162.4 0 140.9 0 186.0 0 190.2 9 72.8 67.5 0 150.5 0 159.3 0 31.0 0 161.5 0 31.0

10 75.1 68.6 -5,471 143.3 -5,471 140.8 0 33.8 0 139.6 0 33.8 11 77.6 70.1 -6,952 155.2 -31,532 129.0 0 25.7 -4,704 130.1 0 32.2 12 79.9 71.3 -10,612 166.3 -31,630 138.5 0 40.5 -26,416 140.6 0 44.0 13 81.7 72.1 -11,737 166.7 -22,130 142.5 0 41.2 -16,808 142.6 0 41.6 14 83.0 73.0 -12,808 169.1 -13,348 145.8 0 48.7 -7,338 145.9 0 51.2 15 83.4 72.8 -12,178 172.6 -12,768 147.8 0 54.6 -7,130 147.7 0 54.8 16 83.2 73.0 -12,114 180.5 -12,832 147.1 0 54.5 -7,160 146.7 0 55.7 17 82.8 73.6 -11,575 188.9 -12,417 148.5 0 54.0 -6,952 148.4 0 55.3 18 82.0 73.3 -12,370 179.6 -13,239 141.7 0 52.1 -7,616 142.1 0 53.0 19 81.1 72.9 -13,120 129.7 -15,137 105.0 0 49.1 -12,785 105.0 0 50.3 20 79.9 73.0 -14,039 119.1 -16,419 99.4 0 53.7 -14,230 99.5 0 54.1 21 78.5 73.1 -15,888 106.8 -18,590 93.0 0 45.9 -16,583 93.0 0 46.1 22 77.1 72.4 0 32.8 0 30.3 0 35.8 0 30.3 0 35.9 23 75.6 71.2 0 30.8 0 44.1 0 42.5 0 44.1 0 42.5 24 74.2 70.2 0 29.7 0 40.7 0 37.3 0 40.7 0 37.3

Hour OADB OAWB

August Design Weekday Saturday Sunday Monday



1 71.4 68.9 0 27.8 0 35.7 0 34.7 0 34.0 0 34.0 2 70.0 67.8 0 43.6 0 32.6 0 32.1 0 31.5 0 31.5 3 68.8 66.6 0 41.5 0 29.6 0 29.3 0 28.8 0 28.8 4 67.9 65.6 0 39.9 0 27.1 0 27.1 0 26.6 0 26.6 5 67.4 65.0 0 39.2 0 25.8 0 25.8 0 25.4 0 25.4 6 67.2 64.7 0 86.8 0 59.9 0 49.7 0 72.2 0 71.1 7 67.6 64.8 0 137.4 0 97.9 0 86.8 0 142.7 0 129.0 8 68.6 65.7 0 152.1 0 147.0 0 124.3 0 179.8 0 181.4 9 70.2 65.7 0 147.9 0 145.9 0 26.9 0 140.0 0 26.9

10 72.3 66.4 -5,471 133.8 -25,777 133.9 0 28.9 0 132.4 0 28.9 11 74.6 67.4 -16,621 146.8 -41,369 134.8 0 31.1 -21,664 135.8 0 32.4 12 76.8 68.8 -16,198 162.3 -34,317 130.4 0 29.4 -29,665 131.4 0 38.4 13 78.9 70.3 -12,202 164.7 -19,778 134.7 0 43.8 -14,313 137.6 0 43.8 14 80.5 71.9 -12,896 168.0 -13,861 142.4 0 50.4 -7,338 141.8 0 56.5 15 81.5 73.1 -12,269 173.4 -14,188 146.1 0 54.0 -7,130 146.0 0 55.5 16 81.9 73.4 -12,212 184.7 -14,178 145.6 0 54.6 -7,160 145.4 0 56.2 17 81.7 73.5 -11,680 188.6 -13,628 148.0 0 53.6 -6,952 147.6 0 54.6 18 81.2 73.5 -12,483 177.2 -14,592 141.9 0 49.4 -10,633 142.5 0 50.0 19 80.3 73.9 -13,243 126.8 -15,513 103.7 0 57.2 -13,942 103.6 0 58.1 20 79.1 74.0 -14,172 114.8 -16,624 98.8 0 52.0 -14,858 98.8 0 52.7 21 77.7 73.8 -16,029 102.4 -35,410 93.5 0 41.3 -33,311 93.5 0 41.7 22 76.2 73.0 0 32.1 0 50.7 0 49.8 0 50.7 0 49.8 23 74.6 71.7 0 30.4 0 45.6 0 41.8 0 45.6 0 41.8 24 72.9 70.5 0 29.5 0 41.3 0 37.8 0 41.3 0 37.8




Hour OADB OAWB

September Design Weekday Saturday Sunday Monday



1 65.3 62.2 0 33.9 0 20.5 0 19.9 0 19.5 0 19.5 2 64.3 61.1 0 31.6 0 18.2 0 17.9 0 17.6 0 17.6 3 63.7 60.7 0 30.3 0 18.0 0 17.9 0 17.5 0 17.5 4 63.5 60.7 0 29.7 0 17.0 0 17.0 0 16.7 0 16.7 5 63.8 61.0 0 29.3 0 17.5 0 17.5 0 17.2 0 17.2 6 64.6 61.8 0 63.0 0 48.4 0 23.4 0 35.5 0 28.0 7 66.0 63.2 0 110.7 0 87.2 0 74.1 0 100.3 0 88.7 8 67.7 64.8 0 160.8 0 118.2 -3,732 94.0 0 161.4 0 153.2 9 69.7 65.8 0 149.1 -44,768 128.8 0 27.1 0 130.1 0 27.1

10 71.8 66.1 -27,125 122.4 -61,459 127.1 0 27.8 -15,842 126.9 0 27.8 11 73.8 66.0 -32,730 133.7 -48,960 136.0 0 28.0 -35,982 136.5 0 28.0 12 75.5 67.0 -15,469 145.5 -32,031 137.4 0 30.3 -25,667 139.3 0 38.0 13 76.9 67.6 -12,616 152.5 -14,469 126.7 0 33.3 -7,278 131.4 0 37.6 14 77.7 68.3 -13,290 155.9 -15,190 132.3 0 39.3 -10,778 134.0 0 49.3 15 78.0 68.5 -12,634 165.3 -14,533 135.5 0 51.2 -11,404 135.6 0 55.3 16 77.8 68.4 -12,801 172.7 -14,539 135.9 0 53.1 -11,461 135.8 0 54.4 17 77.2 67.9 -12,825 172.7 -14,020 140.3 0 48.7 -12,115 138.3 0 49.4 18 76.2 67.8 -13,800 158.0 -15,013 128.5 0 42.2 -13,406 128.6 0 52.2 19 74.9 67.9 -14,787 109.9 -15,956 116.7 0 50.1 -15,956 116.7 0 50.4 20 73.3 68.3 -16,011 99.7 -29,522 115.8 0 44.3 -29,522 115.8 0 44.3 21 71.6 67.8 -35,037 91.1 -61,600 109.5 0 36.7 -60,082 109.5 0 36.7 22 69.9 66.1 0 43.0 0 31.6 0 28.5 0 31.6 0 28.5 23 68.2 64.6 0 39.1 0 27.4 0 24.6 0 27.4 0 24.6 24 66.6 63.3 0 36.8 0 23.9 0 21.9 0 23.9 0 21.9

Hour OADB OAWB

October Design Weekday Saturday Sunday Monday



1 54.0 50.6 0 9.1 0 3.1 0 3.0 0 3.0 0 3.0 2 52.9 49.6 0 8.0 0 2.0 0 2.0 0 2.0 0 2.0 3 52.0 48.9 0 7.3 0 1.2 0 1.2 0 1.1 0 1.1 4 51.2 47.9 0 6.4 0 0.0 0 0.0 0 0.0 0 0.0 5 50.7 47.4 0 6.2 0 0.0 0 0.0 0 0.0 0 0.0 6 50.3 47.0 0 7.4 -73,382 0.0 -204,525 0.0 -7,782 0.0-9,261 0.0 7 50.2 46.9 -35,819 44.4 -157,696 2.4 -284,582 4.4 -87,019 0.0-96,960 0.0 8 51.2 47.3 0 54.9 -3,775 23.7 -190,956 16.6 -43,747 15.3-140,046 1.3 9 54.0 50.1 -123,769 80.7 -190,537 52.2 0 3.2 -142,632 48.6-6,159 3.1

10 57.8 52.8 -71,484 82.9 -128,364 60.1 0 6.1 -114,131 57.7-6,159 6.1 11 61.5 55.1 -49,288 96.6 -98,950 73.1 0 9.4 -99,378 71.8 0 9.4 12 64.3 56.9 -21,697 111.9 -62,013 82.6 0 12.3 -66,067 81.9 0 12.3 13 65.3 57.5 -16,033 122.6 -41,206 85.6 0 13.6 -44,078 86.1 0 13.6 14 65.2 57.2 -16,338 132.8 -30,116 87.1 0 13.1 -33,346 85.6 0 16.3 15 64.8 57.0 -15,422 145.8 -27,643 90.9 0 15.7 -30,210 86.0 0 16.1 16 64.3 56.2 -15,858 148.0 -26,112 89.3 0 18.2 -28,393 84.7 0 18.0 17 63.5 55.8 -14,787 145.4 -23,828 89.5 0 16.6 -25,924 88.5 0 16.6 18 62.6 56.0 -16,628 128.5 -55,783 82.4 0 14.9 -58,493 82.0 0 14.9 19 61.5 56.6 -19,257 84.7 -75,035 55.1 0 13.9 -79,811 55.0 0 13.9 20 60.3 55.9 -44,168 70.8 -94,989 49.7 0 11.0 -93,115 49.6 0 11.0 21 59.1 55.3 -76,749 61.6 -142,662 44.4 0 9.3 -134,714 44.4 0 9.3 22 57.8 54.1 0 14.3 0 8.6 0 7.5 0 8.6 0 7.5 23 56.4 53.0 0 12.4 0 6.6 0 5.9 0 6.6 0 5.9 24 55.2 51.8 0 10.7 0 4.8 0 4.4 0 4.8 0 4.4




Hour OADB OAWB

November Design Weekday Saturday Sunday Monday



1 51.5 47.9 0 3.9 0 0.0 0 0.0 0 0.0 0 0.0 2 49.8 46.2 0 2.9 0 0.0 0 0.0 0 0.0 0 0.0 3 48.3 44.9 0 2.3 0 0.0 0 0.0 0 0.0 0 0.0 4 47.1 43.6 0 1.8 0 0.0 0 0.0 0 0.0 0 0.0 5 46.2 42.8 0 1.6 0 0.0 0 0.0 0 0.0-6,159 0.0 6 45.6 42.2 -69,912 1.7 -221,503 0.0 -283,336 0.0 -156,025 0.0-139,313 0.0 7 45.5 42.0 -174,066 9.9 -234,775 7.6 -314,112 0.9 -176,144 0.8-166,513 2.3 8 46.2 42.9 -155,472 54.5 -15,998 0.0 -273,782 4.8 -142,256 0.0-275,772 0.0 9 48.3 44.5 -168,918 62.5 -252,454 0.0 -6,159 0.0 -207,981 0.0-6,159 0.0

10 51.5 46.4 -122,022 68.0 -170,662 41.7 -6,159 0.0 -178,922 39.7-6,159 0.0 11 55.2 48.6 -78,053 78.3 -136,029 51.5 -3,416 3.1 -138,616 51.1 0 3.1 12 58.9 51.0 -34,882 92.9 -96,075 61.0 0 5.7 -96,991 60.7 0 5.7 13 62.0 53.4 -28,108 103.6 -63,619 67.5 0 8.2 -63,265 67.0 0 8.2 14 64.1 55.1 -24,870 115.0 -44,950 74.1 0 10.3 -43,427 73.8 0 10.3 15 64.9 55.3 -21,817 128.9 -43,202 78.0 0 10.9 -41,432 77.9 0 10.9 16 64.7 54.9 -21,266 127.7 -50,286 81.9 0 14.2 -48,488 77.2 0 14.8 17 64.1 54.9 -21,429 124.9 -60,258 82.8 0 14.0 -58,621 77.8 0 14.6 18 63.3 55.4 -26,562 110.0 -76,631 77.9 0 13.3 -75,024 75.0 0 13.4 19 62.0 55.9 -48,807 66.4 -94,785 50.9 0 12.2 -89,575 50.8 0 12.2 20 60.6 55.0 -87,495 53.4 -114,103 46.0 0 9.3 -101,818 45.9 0 9.3 21 58.9 54.1 -108,549 45.0 -182,765 39.1 0 7.7 -169,450 39.1 0 7.7 22 57.1 52.8 0 8.4 0 6.8 0 5.9 0 6.8 0 5.9 23 55.2 51.3 0 6.5 0 4.6 0 4.1 0 4.6 0 4.1 24 53.3 49.5 0 5.0 0 2.4 0 2.2 0 2.4 0 2.2

Hour OADB OAWB

December Design Weekday Saturday Sunday Monday



1 44.7 41.9 0 0.0 0 0.0 0 0.0 -11,988 0.0-4,401 0.0 2 43.2 40.3 0 0.0 0 0.0 0 0.0 -16,133 0.0-12,382 0.0 3 41.9 39.2 0 0.0 0 0.0 0 0.0 -20,276 0.0-8,802 0.0 4 40.8 38.2 0 0.0 0 0.0 0 0.0 -14,042 0.0-8,950 0.0 5 40.0 37.4 0 0.0 0 0.0 0 0.0 -12,458 0.0-9,023 0.0 6 39.5 36.8 -286,243 0.0 -287,466 0.0 -415,141 0.0 -297,712 0.0-294,714 0.0 7 39.3 36.7 -303,857 1.8 -340,113 1.3 -432,774 1.6 -390,602 0.0-391,929 2.0 8 39.8 36.9 -156,362 0.0 -213,336 0.0 -417,691 1.4 -330,858 0.0-408,077 0.0 9 41.1 38.2 -246,197 41.4 -284,347 0.0 -6,159 0.0 -395,042 0.0 0 0.0

10 43.2 39.9 -164,840 44.6 -231,194 0.0 -6,159 0.0 -388,374 0.0 0 0.0 11 45.7 41.6 -127,584 53.5 -190,337 0.0 -6,159 0.0 -316,173 0.0-6,159 0.0 12 48.4 43.6 -63,633 61.9 -156,842 0.0 -6,159 0.0 -212,278 0.0-8,220 0.0 13 51.0 45.6 -40,709 66.4 -116,816 42.5 -2,907 0.0 -117,917 39.0-8,626 0.0 14 53.1 47.2 -36,892 72.3 -76,664 47.5 0 1.7 -76,296 46.5 0 1.7 15 54.4 48.4 -32,422 90.4 -68,464 52.0 0 2.7 -68,326 50.9 0 2.7 16 54.9 48.9 -32,254 94.0 -73,761 53.5 0 3.1 -73,622 52.5 0 3.1 17 54.7 49.2 -32,981 89.4 -84,240 54.5 0 3.0 -84,271 53.5-5,297 3.0 18 54.2 49.7 -59,473 75.8 -111,754 50.5 -7,687 2.8 -110,396 49.7-8,205 2.8 19 53.4 49.6 -90,572 37.8 -127,935 26.0 -7,750 2.3 -127,935 25.7-6,526 2.3 20 52.3 48.8 -104,294 29.5 -178,100 21.9 -7,115 1.3 -178,100 21.7 0 1.3 21 51.0 47.7 -142,504 22.7 -223,193 16.2 0 0.0 -223,637 16.1 0 0.0 22 49.5 46.3 0 0.0 -6,159 0.0 0 0.0 -6,159 0.0 0 0.0 23 47.9 44.7 0 0.0 -6,159 0.0 0 0.0 -6,159 0.0 0 0.0 24 46.3 43.4 0 0.0 0 0.0 0 0.0 0 0.0-8,747 0.0




Hour OADB OAWB

January Design Weekday Saturday Sunday Monday



1 37.9 34.1 -126,899 0.0 -92,232 0.0 -97,801 0.0 -274,401 0.0-280,160 0.0 2 36.1 32.6 -136,672 0.0 -114,245 0.0 -141,144 0.0 -403,672 0.8-325,264 0.0 3 34.7 31.5 -144,201 0.0 -231,850 0.0 -305,117 0.0 -611,511 0.0-475,890 0.0 4 33.6 30.7 -150,537 0.0 -389,612 0.0 -474,086 0.0 -578,965 0.0-515,016 0.0 5 33.0 29.9 -172,418 0.8 -470,362 0.0 -700,426 3.3 -411,391 0.0-445,788 0.0 6 32.7 29.9 -1,193,593 0.0 -1,179,233 0.0 -1,528,441 0.0 -1,645,787 0.0-1,615,397 0.0 7 33.2 30.5 -1,552,549 3.3 -1,791,799 4.5 -1,749,817 0.0 -1,844,468 4.6-1,885,595 0.0 8 34.5 31.9 -1,483,932 28.9 -1,711,835 12.4 -1,679,569 0.0 -1,871,193 23.4-1,703,568 0.0 9 36.5 33.9 -1,220,579 82.4 -1,510,640 64.4 -57,756 0.0 -1,782,602 60.1-83,472 0.0

10 39.0 35.8 -1,172,120 87.6 -1,342,479 70.6 -105,739 0.0 -1,670,718 67.2-121,733 0.0 11 41.8 37.6 -1,017,324 93.6 -1,211,821 76.3 -101,011 0.0 -1,433,102 74.2-114,991 0.0 12 44.6 39.2 -849,664 99.6 -1,098,384 81.9 -93,933 0.0 -1,223,436 80.5-105,223 0.0 13 47.1 41.0 -717,528 103.6 -1,025,743 86.5 -86,804 0.0 -1,103,765 85.6-102,529 0.0 14 49.1 42.5 -587,942 106.4 -943,774 90.3 -184,105 2.3 -998,580 89.7-172,757 1.5 15 50.4 43.4 -483,723 107.5 -872,249 93.0 -51,989 0.0 -908,963 92.6-82,948 0.0 16 50.9 43.4 -448,501 106.6 -849,049 93.9 -42,159 0.0 -862,779 93.6-58,588 0.0 17 50.6 43.7 -466,410 104.2 -844,167 93.4 -88,095 1.0 -858,458 93.2-114,941 1.3 18 50.0 43.6 -616,050 100.0 -945,084 91.9 -100,923 0.0 -958,658 91.8-105,363 0.0 19 48.9 43.6 -632,552 61.1 -812,137 55.2 -96,340 0.0 -822,784 55.3-121,499 0.0 20 47.4 42.5 -751,141 56.3 -883,016 52.1 -143,571 0.0 -889,142 52.2-176,344 1.0 21 45.7 41.4 -878,630 52.2 -969,572 48.5 -185,981 0.0 -973,220 48.6-191,498 0.0 22 43.8 39.7 -60,774 0.0 -70,283 0.0 -221,529 0.0 -70,201 0.0-218,165 0.0 23 41.8 37.8 -67,940 0.0 -78,704 0.0 -241,475 0.0 -78,626 0.0-259,746 0.0 24 39.8 36.0 -73,284 0.0 -87,129 0.0 -281,206 0.0 -87,054 0.0-273,702 0.0

Hour OADB OAWB

February Design Weekday Saturday Sunday Monday



1 32.4 29.0 -92,037 0.0 -105,533 0.0 -186,755 0.0 -426,758 0.9-360,575 0.0 2 31.6 28.5 -105,472 0.0 -188,718 0.0 -338,058 0.0 -618,955 0.0-496,181 0.0 3 31.3 28.5 -163,152 0.0 -329,848 0.0 -487,376 0.0 -747,763 0.0-618,929 0.0 4 31.6 28.9 -282,490 0.0 -483,901 0.0 -842,815 3.4 -754,701 0.7-574,964 0.0 5 32.4 29.9 -405,368 0.0 -626,524 1.7 -844,292 0.0 -828,243 0.0-807,424 0.0 6 33.7 31.1 -1,209,669 0.0 -1,490,389 0.0 -1,526,603 0.0 -1,656,847 0.0-1,722,170 0.0 7 35.3 32.8 -1,571,947 4.6 -1,762,926 5.7 -1,723,265 0.0 -1,841,518 5.0-1,824,512 0.0 8 37.2 34.6 -1,561,169 21.8 -1,627,223 15.6 -1,633,372 0.0 -1,879,994 25.6-1,666,856 0.0 9 39.3 36.6 -1,219,585 78.6 -1,485,741 69.7 -51,152 0.0 -1,768,626 63.9-74,123 0.0

10 41.3 38.1 -1,073,038 83.5 -1,318,538 74.9 -97,087 0.0 -1,664,273 70.3-118,860 0.0 11 43.3 39.0 -971,498 88.8 -1,180,763 79.1 -91,083 0.0 -1,469,821 76.1-107,172 0.0 12 44.9 39.7 -814,100 93.8 -1,067,110 82.3 -92,699 0.0 -1,228,617 80.5-102,417 0.0 13 46.2 40.2 -699,621 97.4 -1,002,119 84.6 -85,251 0.0 -1,122,942 83.5-104,595 0.0 14 47.0 40.2 -590,388 99.7 -934,734 86.0 -75,622 0.0 -1,002,099 85.3-101,042 0.0 15 47.2 40.0 -495,019 100.7 -872,835 86.3 -72,328 0.0 -913,799 85.9-208,450 1.4 16 47.0 39.5 -449,732 99.7 -848,785 85.8 -93,504 0.0 -862,675 85.5-86,388 0.0 17 46.2 38.7 -445,328 97.7 -835,558 84.3 -148,622 0.9 -850,035 84.1-93,217 0.0 18 44.9 37.8 -572,896 94.0 -936,255 81.4 -73,242 0.0 -950,269 81.2-121,786 0.0 19 43.3 37.4 -593,563 55.1 -808,568 43.8 -122,111 0.0 -822,270 43.8-258,668 1.5 20 41.3 36.6 -717,188 50.8 -889,491 39.8 -283,575 1.4 -902,689 39.8-164,477 0.0 21 39.3 35.1 -855,867 47.2 -988,628 35.6 -208,717 0.0 -1,000,563 35.7-235,011 0.0 22 37.2 33.2 -69,275 0.0 -92,265 0.0 -292,012 0.8 -92,264 0.0-375,061 1.3 23 35.3 31.6 -75,973 0.0 -92,922 0.0 -380,102 0.9 -92,922 0.0-321,744 0.0 24 33.7 30.1 -80,746 0.0 -107,220 0.0 -335,152 0.0 -106,735 0.0-354,380 0.0




Hour OADB OAWB

March Design Weekday Saturday Sunday Monday



1 45.7 42.1 -80,999 0.0 -62,518 0.0 -62,649 0.0 -64,658 0.0-65,092 0.0 2 44.0 40.7 -54,103 0.0 -69,632 0.0 -69,852 0.0 -82,584 0.0-83,135 0.0 3 42.6 39.6 -66,418 0.0 -75,772 0.0 -75,960 0.0 -97,174 0.0-95,495 0.0 4 41.4 38.6 -81,191 0.0 -81,049 0.0 -85,413 0.0 -114,590 0.0-299,149 2.2 5 40.5 37.9 -100,716 0.0 -102,184 0.0 -146,268 0.0 -334,883 2.2-219,952 0.0 6 40.0 37.1 -735,388 0.0 -694,715 0.0 -759,022 0.0 -1,123,622 0.0-991,653 0.0 7 39.8 36.9 -1,305,936 6.2 -1,187,008 0.0 -1,531,083 0.0 -1,498,434 5.3-1,549,444 0.0 8 40.5 37.7 -1,395,075 35.2 -1,267,785 21.3 -1,414,352 0.0 -1,474,492 22.4-1,470,393 0.0 9 42.6 39.2 -962,401 98.8 -1,116,821 77.0 -21,774 0.0 -1,362,672 77.7-21,741 0.0

10 45.7 41.2 -857,381 103.8 -1,156,849 83.4 -57,407 0.0 -1,247,088 84.0-57,339 0.0 11 49.3 43.8 -721,792 109.9 -995,235 90.9 -48,949 0.0 -1,069,002 91.4-48,886 0.0 12 53.0 46.8 -603,613 115.9 -896,208 98.3 -41,326 0.9 -922,945 98.8-36,356 0.0 13 56.0 48.8 -532,390 120.1 -819,356 104.0 -33,807 3.2 -827,146 104.5-33,382 3.2 14 58.1 50.0 -438,134 122.8 -740,890 108.0 -31,684 4.9 -749,805 108.4-31,453 4.9 15 58.8 50.3 -350,184 124.0 -677,245 109.4 -29,308 5.5 -684,827 109.8-28,587 5.5 16 58.7 49.8 -299,517 122.8 -654,837 109.2 -27,639 5.4 -661,664 109.6-26,612 5.4 17 58.1 49.4 -283,308 120.5 -649,529 108.1 -25,953 4.9 -654,168 108.5-25,143 4.9 18 57.2 49.6 -363,666 116.2 -736,035 106.1 -25,349 4.2 -741,401 106.4-24,428 4.2 19 56.0 49.4 -412,127 76.3 -662,416 69.2 -27,098 3.2 -662,416 69.3-27,188 3.2 20 54.6 49.1 -545,256 71.2 -741,682 66.3 -30,037 2.0 -741,682 66.4-30,108 2.0 21 53.0 48.2 -695,618 66.9 -840,396 62.9 -33,797 0.0 -840,396 63.1-33,731 0.7 22 51.2 46.8 -31,124 0.8 -39,238 0.0 -40,877 0.0 -39,196 0.0-40,861 0.0 23 49.3 45.0 -36,280 0.0 -47,362 0.0 -49,239 0.0 -47,321 0.0-61,972 0.0 24 47.5 43.4 -42,030 0.0 -55,033 0.0 -57,162 0.0 -54,995 0.0-72,960 0.0

Hour OADB OAWB

April Design Weekday Saturday Sunday Monday



1 48.1 45.0 -33,648 3.6 -52,699 0.0 -52,811 0.0 -52,773 0.0-52,850 0.0 2 47.3 44.5 -34,473 2.9 -56,344 0.0 -56,568 0.0 -56,532 0.0-56,605 0.0 3 47.1 44.7 -35,054 2.5 -57,727 0.0 -57,922 0.0 -57,888 0.0-57,957 0.0 4 47.4 45.0 -35,486 2.0 -57,063 0.0 -57,172 0.0 -57,193 0.0-57,701 0.0 5 48.4 45.9 -35,797 1.8 -53,624 0.0 -55,792 0.0 -58,407 0.0-58,823 0.0 6 50.0 47.5 0 0.0 -56,333 0.0 -346,003 0.0 -46,792 0.0-31,323 0.0 7 52.0 49.4 -431,340 0.0 -770,600 0.0 -861,317 0.0 -438,544 0.0-717,440 0.0 8 54.4 51.5 -1,016,522 39.5 -1,007,873 34.8 -954,488 1.7 -1,219,098 20.1-952,855 0.8 9 56.8 53.1 -624,916 113.0 -742,509 111.8 0 4.5 -853,946 110.1 0 4.5

10 59.1 54.6 -625,126 117.9 -725,446 116.8 -13,750 6.8 -857,508 114.9-13,750 6.8 11 61.1 55.7 -558,823 125.2 -758,305 121.9 -22,159 8.8 -763,039 120.5-22,159 8.9 12 62.7 56.3 -459,682 133.0 -677,176 125.6 -28,392 10.2 -709,345 124.5-28,392 10.2 13 63.7 56.6 -405,876 139.2 -625,934 127.4 -26,303 11.0 -663,835 126.7-26,303 11.1 14 64.1 56.8 -347,904 144.5 -597,224 128.2 -24,444 13.8 -603,998 127.6-24,444 14.0 15 63.8 56.4 -285,191 147.7 -570,363 127.0 -23,923 12.8 -570,382 126.6-23,923 12.9 16 63.1 55.7 -239,000 147.1 -565,390 124.3 -22,169 11.0 -565,390 124.0-22,169 11.1 17 61.9 54.6 -206,365 143.4 -563,846 120.6 -20,524 10.2 -563,846 120.5-20,524 10.3 18 60.4 53.6 -257,523 138.3 -653,165 116.6 -20,016 8.1 -653,165 116.4-20,016 8.1 19 58.6 52.5 -314,890 95.9 -605,369 76.0 -22,153 5.3 -605,369 76.0-22,153 5.4 20 56.6 51.6 -431,241 90.7 -690,294 71.6 -25,746 3.7 -690,325 71.6-25,746 3.7 21 54.6 50.8 -595,892 87.1 -794,533 67.2 -30,163 2.0 -794,738 67.2-30,163 2.0 22 52.6 49.1 -27,441 7.6 -34,071 0.0 -34,071 0.0 -34,071 0.0-34,071 0.0 23 50.8 47.6 -29,989 6.0 -40,705 0.0 -40,748 0.0 -40,717 0.0-40,661 0.0 24 49.2 46.0 -32,394 4.8 -47,742 0.0 -47,783 0.0 -47,753 0.0-47,701 0.0




Hour OADB OAWB

May Design Weekday Saturday Sunday Monday



1 62.2 58.0 -28,620 18.6 -29,623 12.5 -30,672 12.5 -30,672 12.5-30,672 12.5 2 60.5 56.4 -29,611 17.1 -31,501 10.1 -31,678 9.8 -31,678 9.8-31,678 9.8 3 59.1 55.2 -30,275 16.2 -32,563 7.8 -32,563 7.7 -32,563 7.7-32,563 7.7 4 58.1 54.0 -30,749 15.1 -33,315 6.2 -33,315 6.2 -33,315 6.1-33,315 6.1 5 57.4 53.5 -31,085 15.0 -33,933 5.3 -33,933 5.3 -33,933 5.2-33,933 5.2 6 57.2 53.3 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 7 57.6 53.7 0 6.8 0 1.3 0 1.0 0 1.9 0 0.0 8 58.9 54.1 -404,828 23.4 -456,101 9.6 -475,122 1.5 0 2.7 0 1.9 9 60.9 55.0 -402,581 153.5 -477,431 131.6 0 8.5 -265,352 138.1 0 8.4

10 63.3 55.8 -402,156 157.8 -539,203 133.0 0 10.2 -288,156 136.0 0 10.2 11 66.1 56.9 -332,165 165.1 -502,814 136.8 -19,769 12.5 -405,918 138.9-19,769 12.4 12 68.9 58.8 -284,087 175.0 -445,507 143.6 -20,230 15.6 -399,365 145.2-20,230 15.6 13 71.4 60.4 -251,369 181.9 -424,989 149.4 -23,088 24.0 -376,573 150.8-23,088 23.7 14 73.3 62.0 -223,631 188.3 -389,203 155.9 -20,843 29.0 -355,738 157.2-20,843 29.0 15 74.6 63.2 -177,757 192.5 -352,035 161.1 -17,627 32.0 -319,918 162.2-17,627 32.0 16 75.0 63.5 -125,249 190.8 -351,739 163.6 -14,887 36.8 -316,768 164.6-14,887 36.6 17 74.8 63.4 -93,179 186.1 -357,280 163.0 -12,762 36.2 -323,753 163.9-12,762 36.6 18 74.2 63.7 -136,642 180.2 -444,204 163.6 -11,426 34.8 -361,266 164.3-11,426 35.4 19 73.1 63.8 -195,368 135.6 -416,358 125.0 -13,167 31.3 -400,436 125.5-13,167 31.7 20 71.7 63.8 -287,551 130.7 -495,788 124.3 -16,635 27.8 -481,686 124.7-16,635 28.2 21 70.0 63.5 -427,171 127.1 -582,035 122.1 -21,103 25.4 -567,520 122.6-21,103 26.2 22 68.1 62.6 -20,235 24.1 -25,423 21.9 -25,423 22.0 -25,423 21.9-25,423 22.0 23 66.1 61.0 -24,353 21.8 -28,186 18.6 -28,186 18.7 -28,186 18.6-28,186 18.6 24 64.1 59.4 -26,319 20.3 -29,506 15.5 -29,506 15.5 -29,506 15.5-29,506 15.5

Hour OADB OAWB

June Design Weekday Saturday Sunday Monday



1 69.4 65.1 -24,815 36.8 -26,360 27.7 -27,204 27.6 -27,204 27.7-27,204 27.7 2 67.8 63.5 -25,960 34.0 -27,335 24.6 -28,248 24.1 -28,248 24.0-28,248 24.0 3 66.4 62.5 -26,723 33.4 -28,167 21.9 -29,140 21.8 -29,140 21.5-29,140 21.5 4 65.3 61.7 -27,266 33.0 -29,468 20.2 -29,894 20.2 -29,894 20.0-29,894 20.0 5 64.7 61.4 -27,644 33.2 -30,500 19.4 -30,500 19.4 -30,500 19.1-30,500 19.1 6 64.5 61.1 0 0.0 0 0.0 0 0.0 0 32.6 0 0.0 7 65.1 61.4 0 14.4 0 10.5 0 5.5 0 77.2 0 39.3 8 66.8 62.0 0 17.0 0 11.3 0 10.7 -120,394 34.6 0 78.6 9 69.4 63.0 -123,284 207.2 -230,832 176.6 0 23.1 -191,447 182.0 0 23.1

10 72.7 64.6 -235,375 210.6 -343,042 179.5 0 26.9 -220,444 183.4 0 27.0 11 76.1 66.6 -259,565 221.7 -385,148 188.2 -8,848 31.6 -296,531 191.0-8,848 34.7 12 79.4 69.0 -222,578 236.9 -343,617 201.6 -15,129 46.2 -306,197 203.8-15,129 50.8 13 82.0 70.3 -207,170 243.8 -312,708 208.7 -14,508 57.9 -277,200 210.7-14,508 58.4 14 83.7 71.4 -172,866 251.0 -277,159 215.0 -15,982 64.0 -250,698 216.8-15,982 69.6 15 84.3 72.0 -124,813 256.0 -234,220 218.4 -12,556 74.4 -216,474 220.1-12,556 78.9 16 84.1 71.7 -79,023 251.9 -229,358 217.1 -9,705 76.7 -215,158 218.7-9,705 77.8 17 83.5 70.8 -49,020 242.0 -230,135 211.8 -7,051 70.6 -216,816 213.3-7,051 72.8 18 82.4 70.4 -68,425 232.1 -269,441 207.7 -5,612 64.4 -248,605 209.1-5,612 69.6 19 81.0 70.0 -132,971 180.1 -313,838 163.3 -7,468 56.4 -298,602 164.6-7,468 63.9 20 79.4 70.1 -209,720 174.6 -395,300 162.7 -11,217 52.6 -377,942 163.9-11,217 61.9 21 77.5 70.1 -287,994 171.8 -488,370 161.6 -15,912 47.9 -468,793 162.7-15,912 53.8 22 75.4 69.0 0 41.5 -20,773 37.7 -20,773 40.5 -20,773 37.7-20,773 44.4 23 73.4 68.1 -19,767 40.3 -24,479 35.0 -24,479 35.1 -24,479 35.0-24,479 37.0 24 71.3 66.5 -22,527 38.2 -25,943 31.2 -25,943 31.3 -25,943 31.2-25,943 31.3




Hour OADB OAWB

July Design Weekday Saturday Sunday Monday



1 72.8 68.9 -23,431 48.2 -12,458 38.6 -26,269 37.3 -26,269 37.4-26,269 37.4 2 71.6 67.9 -24,365 46.6 -23,934 35.9 -27,055 34.6 -27,055 34.7-27,055 34.6 3 70.6 67.1 -24,954 46.2 -26,803 33.3 -27,707 32.5 -27,707 32.4-27,707 32.4 4 69.9 66.4 -25,367 44.9 -27,308 31.4 -28,250 31.2 -28,250 30.8-28,250 30.8 5 69.4 65.9 -25,638 44.5 -27,723 29.9 -28,698 29.7 -28,698 29.3-28,698 29.3 6 69.3 65.8 0 0.0 0 2.2 0 0.0 0 53.6 0 0.0 7 69.7 65.8 0 26.8 0 52.9 0 9.1 0 123.1 0 83.2 8 70.9 66.6 -69,761 14.0 0 20.6 0 17.5 -165,824 91.9 0 138.9 9 72.8 67.5 -209,682 249.1 -171,534 206.8 0 33.8 -252,401 206.6 0 33.9

10 75.1 68.6 -173,820 244.8 -301,776 205.4 0 36.7 -220,364 208.2 0 36.7 11 77.6 70.1 -214,697 253.0 -355,344 212.1 0 40.8 -271,428 213.9 0 44.1 12 79.9 71.3 -205,789 259.2 -337,575 218.9 -14,783 55.6 -300,536 220.4-14,783 58.1 13 81.7 72.1 -194,048 263.2 -312,275 222.7 -13,707 63.5 -279,656 223.9-13,707 63.9 14 83.0 73.0 -159,829 268.1 -278,601 227.8 -15,278 70.6 -255,371 228.9-15,278 77.1 15 83.4 72.8 -118,762 267.2 -240,856 226.3 -13,255 80.3 -223,220 227.3-13,255 81.3 16 83.2 73.0 -71,226 266.9 -236,649 226.9 -10,810 81.5 -223,403 227.8-10,810 82.9 17 82.8 73.6 -32,039 267.5 -240,275 230.2 -8,485 81.5 -226,002 231.1 0 73.4 18 82.0 73.3 -61,181 259.6 -277,560 227.1 -7,319 75.0 -260,120 228.0 0 79.9 19 81.1 72.9 -125,127 207.8 -324,863 182.8 -9,065 66.1 -309,947 183.5-6,512 75.8 20 79.9 73.0 -194,461 203.9 -401,804 182.5 -12,473 61.2 -387,135 183.1-12,473 71.0 21 78.5 73.1 -280,983 203.0 -487,142 182.4 -16,798 57.0 -477,025 183.0-16,798 63.8 22 77.1 72.4 0 40.1 -20,947 46.2 -20,947 49.9 -20,947 46.2-20,947 54.3 23 75.6 71.2 0 40.1 -23,517 42.4 -24,045 42.6 -24,045 42.4-23,517 44.8 24 74.2 70.2 0 40.1 -24,836 40.9 -25,306 41.0 -25,306 40.9-24,834 41.1

Hour OADB OAWB

August Design Weekday Saturday Sunday Monday



1 71.4 68.9 -24,658 46.6 -25,749 37.9 -26,869 37.1 -26,033 37.4-26,033 37.4 2 70.0 67.8 -25,415 45.7 -26,765 35.3 -27,655 34.2 -26,765 34.4-26,765 34.4 3 68.8 66.6 -25,934 44.1 -27,420 31.9 -28,357 31.3 -28,314 31.3-28,321 31.3 4 67.9 65.6 -26,319 42.8 -27,987 29.2 -28,966 29.0 -28,966 28.8-28,966 28.8 5 67.4 65.0 -26,584 42.0 -28,453 27.7 -29,470 27.6 -29,470 27.3-29,470 27.3 6 67.2 64.7 0 0.0 0 0.0 0 0.0 0 26.2 0 0.0 7 67.6 64.8 0 25.2 0 46.9 0 8.1 0 99.8 0 27.6 8 68.6 65.7 -118,942 18.0 0 10.0 0 13.9 -198,026 46.6 0 112.8 9 70.2 65.7 -162,054 238.6 -235,303 194.0 0 29.3 -268,945 196.4 0 29.3

10 72.3 66.4 -217,656 236.0 -401,442 191.7 0 31.3 -238,137 195.5 0 31.3 11 74.6 67.4 -264,709 241.8 -422,519 194.7 -8,719 33.5 -327,859 196.9-8,719 33.5 12 76.8 68.8 -230,437 250.4 -380,878 201.8 -16,043 39.1 -332,108 203.5-16,043 46.2 13 78.9 70.3 -202,301 257.6 -338,197 209.6 -16,039 55.5 -305,840 211.1-16,039 55.5 14 80.5 71.9 -159,425 265.3 -300,357 218.4 -17,309 62.3 -269,185 219.7-17,309 67.1 15 81.5 73.1 -104,608 271.4 -269,085 225.3 -15,101 75.7 -238,830 226.5-15,101 79.9 16 81.9 73.4 -58,372 268.3 -260,771 227.6 -12,853 79.9 -238,779 228.7-12,853 82.9 17 81.7 73.5 -41,786 263.3 -263,738 228.8 -10,745 79.9 -244,298 229.8-10,745 81.7 18 81.2 73.5 -80,770 255.6 -310,604 227.7 -9,783 74.8 -285,467 228.6-9,783 76.1 19 80.3 73.9 -140,930 208.8 -363,444 188.6 0 57.8 -345,071 189.2 0 63.2 20 79.1 74.0 -242,514 203.7 -437,332 188.5 0 50.9 -428,785 189.1 0 60.0 21 77.7 73.8 -371,753 200.7 -521,674 187.1 0 44.9 -507,405 187.6 0 50.5 22 76.2 73.0 0 40.2 -22,980 48.1 -15,199 50.2 -23,188 48.1-15,127 52.8 23 74.6 71.7 0 40.1 -24,689 44.2 -24,185 44.7 -24,867 44.2-24,152 44.8 24 72.9 70.5 -16,915 50.0 -25,959 40.6 -25,190 41.0 -25,959 40.6-25,190 41.0




Hour OADB OAWB

September Design Weekday Saturday Sunday Monday



1 65.3 62.2 -26,615 35.3 -28,801 20.6 -29,809 20.6 -29,809 20.6-29,809 20.6 2 64.3 61.1 -27,245 33.3 -29,464 19.1 -30,525 18.6 -30,525 18.6-30,525 18.6 3 63.7 60.7 -27,706 32.4 -30,122 17.8 -31,108 17.6 -31,108 17.5-31,108 17.5 4 63.5 60.7 -28,055 32.2 -31,544 17.8 -31,544 17.8 -31,544 17.5-31,544 17.5 5 63.8 61.0 -28,317 31.7 -31,810 18.3 -31,810 18.3 -31,810 18.0-31,810 18.0 6 64.6 61.8 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 7 66.0 63.2 0 14.0 0 12.5 0 6.9 0 29.4 0 1.1 8 67.7 64.8 0 22.6 -334,256 10.9 -91,350 9.6 0 46.9 0 33.6 9 69.7 65.8 -180,901 215.7 -405,787 188.9 0 29.5 -213,190 195.8 0 29.5

10 71.8 66.1 -341,315 212.0 -518,663 186.5 0 30.2 -319,240 189.5 0 30.2 11 73.8 66.0 -331,303 212.4 -492,131 185.4 -13,982 30.2 -413,396 187.3-13,982 30.2 12 75.5 67.0 -285,707 220.0 -420,134 189.3 -17,079 32.5 -363,395 190.7-17,079 32.5 13 76.9 67.6 -224,957 224.6 -366,017 192.1 -18,427 40.1 -314,114 193.2-18,427 42.9 14 77.7 68.3 -165,029 230.0 -324,365 194.8 -18,034 47.0 -280,246 195.8-18,034 49.9 15 78.0 68.5 -111,116 232.4 -305,718 195.9 -16,686 56.8 -270,806 196.8-16,686 60.5 16 77.8 68.4 -102,342 230.5 -303,356 195.4 -15,339 57.7 -272,328 196.1-15,339 59.8 17 77.2 67.9 -125,008 226.5 -321,816 192.6 -14,531 53.3 -311,834 193.3-14,531 54.6 18 76.2 67.8 -173,207 221.8 -406,306 190.2 -15,340 47.7 -387,919 190.8-15,340 48.4 19 74.9 67.9 -235,571 175.0 -453,631 149.0 -17,373 42.6 -444,186 149.1-17,373 46.5 20 73.3 68.3 -345,870 175.7 -526,754 150.6 -20,527 40.2 -517,611 150.7-20,527 43.5 21 71.6 67.8 -472,247 173.0 -605,740 147.1 -24,465 35.7 -602,947 147.2-24,465 37.5 22 69.9 66.1 -19,737 40.9 -26,821 29.7 -26,821 29.8 -26,821 29.7-26,821 29.8 23 68.2 64.6 -23,789 38.2 -27,960 26.3 -27,960 26.3 -27,960 26.3-27,960 26.3 24 66.6 63.3 -24,990 36.8 -28,964 23.2 -28,964 23.3 -28,964 23.2-28,964 23.3

Hour OADB OAWB

October Design Weekday Saturday Sunday Monday



1 54.0 50.6 -32,806 7.5 -35,340 1.6 -35,340 1.6 -35,340 1.6-35,340 1.6 2 52.9 49.6 -33,369 6.6 -35,931 0.0 -35,931 0.0 -37,412 0.0-35,931 0.0 3 52.0 48.9 -33,807 5.9 -37,281 0.0 -37,313 0.0 -45,701 0.0-38,977 0.0 4 51.2 47.9 -34,164 5.1 -40,726 0.0 -40,734 0.0 -42,015 0.0-42,497 0.0 5 50.7 47.4 -34,433 4.9 -43,002 0.0 -42,970 0.0 -44,651 0.0-44,331 0.0 6 50.3 47.0 0 0.0 0 0.0 0 0.0 -169,177 0.0-202,248 0.0 7 50.2 46.9 0 1.6 -767,324 0.0 -822,997 1.4 -600,279 2.7-768,630 0.0 8 51.2 47.3 -813,334 28.5 -1,039,873 23.0 -927,597 0.0 -1,211,165 23.1-1,039,786 1.3 9 54.0 50.1 -633,121 135.2 -803,513 105.2 0 1.6 -863,639 102.6 0 1.7

10 57.8 52.8 -600,272 139.1 -773,792 113.1 -15,017 4.9 -960,935 110.1-15,017 5.0 11 61.5 55.1 -527,192 143.7 -789,264 121.9 -24,255 8.5 -895,268 118.8-24,255 8.5 12 64.3 56.9 -429,818 149.2 -742,942 129.8 -29,682 11.5 -783,278 126.3-29,682 11.5 13 65.3 57.5 -358,499 154.2 -680,225 132.7 -27,364 12.7 -719,859 129.9-27,364 12.7 14 65.2 57.2 -282,477 157.6 -627,308 131.7 -25,394 12.3 -659,522 129.4-25,394 12.3 15 64.8 57.0 -220,867 160.4 -582,836 130.7 -24,667 11.8 -605,933 128.7-24,667 11.8 16 64.3 56.2 -237,323 157.7 -575,714 128.4 -23,906 12.3 -596,540 126.7-23,906 12.3 17 63.5 55.8 -273,923 155.5 -596,224 126.7 -23,675 12.4 -612,774 125.4-23,675 12.4 18 62.6 56.0 -341,841 151.9 -700,583 125.6 -25,194 11.5 -728,843 124.5-25,194 11.5 19 61.5 56.6 -424,258 110.5 -653,815 88.7 -27,243 10.2 -666,407 88.3-27,243 10.3 20 60.3 55.9 -544,975 103.8 -740,806 85.4 -29,884 8.8 -741,589 85.2-29,884 8.8 21 59.1 55.3 -653,895 98.9 -829,988 82.7 -32,216 7.8 -830,990 82.5-32,216 7.8 22 57.8 54.1 -28,683 11.5 -33,128 6.0 -33,128 6.0 -33,128 6.0-33,128 6.0 23 56.4 53.0 -30,004 10.0 -33,976 4.4 -33,976 4.4 -33,976 4.3-33,976 4.4 24 55.2 51.8 -31,458 8.5 -34,702 2.9 -34,702 2.9 -34,702 2.9-34,702 2.9




Hour OADB OAWB

November Design Weekday Saturday Sunday Monday



1 51.5 47.9 -34,474 2.6 -38,602 0.0 -38,671 0.0 -39,678 0.0-39,941 0.0 2 49.8 46.2 -35,137 1.8 -45,569 0.0 -45,751 0.0 -47,367 0.0-47,282 0.0 3 48.3 44.9 -35,678 1.2 -51,902 0.0 -52,057 0.0 -53,825 0.0-53,818 0.0 4 47.1 43.6 -36,122 0.0 -57,121 0.0 -57,246 0.0 -59,193 0.0-59,211 0.0 5 46.2 42.8 -36,461 0.0 -61,115 0.0 -61,239 0.0 -70,774 0.0-71,084 0.0 6 45.6 42.2 0 0.0 -85,858 0.0 -440,168 0.0 -505,972 0.0-484,611 0.0 7 45.5 42.0 -612,959 2.1 -993,112 0.0 -1,016,658 0.0 -1,250,002 1.6-1,197,859 0.0 8 46.2 42.9 -1,027,456 29.2 -1,182,431 28.5 -1,233,455 1.4 -1,419,479 16.9-1,208,612 1.0 9 48.3 44.5 -785,753 113.3 -979,399 89.6 0 0.0 -1,270,816 89.6 0 0.0

10 51.5 46.4 -855,454 118.8 -1,036,994 95.3 -28,064 0.0 -1,154,504 95.7-28,076 0.0 11 55.2 48.6 -727,699 125.7 -943,334 102.5 -33,855 2.6 -1,019,016 103.0-33,867 2.6 12 58.9 51.0 -581,127 132.9 -870,476 109.7 -34,950 5.7 -901,288 110.2-32,655 5.6 13 62.0 53.4 -479,020 139.9 -810,270 115.6 -32,882 8.2 -812,652 116.0-30,511 8.2 14 64.1 55.1 -383,189 145.4 -729,933 120.3 -29,689 10.0 -731,304 119.8-28,794 9.9 15 64.9 55.3 -291,101 146.4 -662,113 122.6 -27,420 10.7 -662,467 121.5-26,715 10.6 16 64.7 54.9 -302,343 144.8 -645,344 122.1 -25,965 10.4 -645,447 121.0-25,637 10.4 17 64.1 54.9 -343,646 142.1 -665,911 121.5 -26,119 11.9 -665,974 120.0-26,176 11.9 18 63.3 55.4 -480,959 137.9 -772,611 120.7 -27,481 11.0 -772,730 119.5-27,472 10.9 19 62.0 55.9 -548,475 96.6 -698,622 84.3 -29,453 9.3 -698,778 83.5-29,455 9.3 20 60.6 55.0 -665,493 88.9 -770,056 81.5 -31,595 8.0 -770,260 80.9-31,595 8.0 21 58.9 54.1 -783,217 83.2 -853,758 77.5 -33,077 6.3 -854,077 77.0-33,077 6.3 22 57.1 52.8 -30,315 6.1 -33,304 4.5 -34,190 4.5 -33,304 4.5-34,189 4.5 23 55.2 51.3 -32,113 4.6 -34,200 2.7 -35,303 2.7 -34,200 2.7-35,303 2.7 24 53.3 49.5 -33,666 3.4 -35,075 0.9 -36,413 1.0 -35,075 0.9-36,413 1.0

Hour OADB OAWB

December Design Weekday Saturday Sunday Monday



1 44.7 41.9 -51,464 0.0 -66,957 0.0 -67,128 0.0 -153,766 0.0-198,456 0.0 2 43.2 40.3 -55,009 0.0 -73,233 0.0 -73,431 0.0 -215,192 0.0-206,592 0.0 3 41.9 39.2 -57,677 0.0 -78,749 0.0 -79,006 0.0 -244,546 0.0-246,428 0.0 4 40.8 38.2 -59,572 0.0 -91,489 0.0 -126,768 0.0 -229,086 0.0-243,793 0.0 5 40.0 37.4 -60,678 0.0 -174,709 0.0 -220,552 0.0 -283,869 0.0-269,862 0.0 6 39.5 36.8 -541,263 0.0 -751,383 0.0 -898,976 0.0 -1,417,528 0.0-1,404,722 0.0 7 39.3 36.7 -963,645 0.0 -1,263,379 0.0 -1,581,421 0.0 -1,688,205 5.1-1,657,232 0.0 8 39.8 36.9 -1,448,756 31.3 -1,658,255 20.5 -1,475,199 0.0 -1,774,889 31.8-1,491,174 0.9 9 41.1 38.2 -1,090,781 95.4 -1,302,605 75.0 -45,075 0.0 -1,615,806 72.7-26,228 0.0

10 43.2 39.9 -994,075 99.5 -1,214,009 79.4 -67,616 0.0 -1,440,293 78.1-69,548 0.0 11 45.7 41.6 -898,066 104.4 -1,144,942 84.4 -64,666 0.0 -1,267,235 83.9-64,600 0.0 12 48.4 43.6 -771,500 109.2 -1,038,664 89.7 -69,919 0.0 -1,101,742 89.7-52,924 0.0 13 51.0 45.6 -644,208 112.8 -967,397 94.6 -51,134 0.0 -1,003,714 94.7-57,966 0.0 14 53.1 47.2 -521,015 115.0 -887,354 98.5 -59,173 1.8 -901,244 98.7-63,548 0.9 15 54.4 48.4 -429,707 116.7 -819,158 101.1 -60,852 2.9 -832,297 101.3-33,362 1.8 16 54.9 48.9 -419,403 116.1 -800,193 101.9 -33,064 2.3 -812,630 102.2-33,190 2.3 17 54.7 49.2 -469,622 114.3 -813,985 101.5 -32,791 2.1 -823,828 101.8-41,611 2.1 18 54.2 49.7 -627,019 110.9 -913,545 100.2 -60,368 2.7 -921,922 100.5-46,840 1.6 19 53.4 49.6 -645,303 71.5 -795,754 63.9 -86,064 3.0 -796,483 64.1-35,735 1.0 20 52.3 48.8 -755,693 66.6 -860,985 61.6 -92,696 2.3 -861,665 61.8-38,714 0.0 21 51.0 47.7 -869,882 63.0 -939,408 58.9 -119,579 2.3 -939,974 59.1-65,580 0.0 22 49.5 46.3 -37,774 0.0 -47,199 0.0 -140,827 2.0 -47,135 0.0-225,719 3.7 23 47.9 44.7 -43,721 0.0 -53,809 0.0 -146,935 1.2 -53,748 0.0-145,475 0.0 24 46.3 43.4 -47,959 0.0 -60,478 0.0 -170,076 0.0 -60,420 0.0-162,732 0.0





6.2 PLUMBING AND PIPING SYSTEMS BOD 6.2.1 Approach to Systems Plumbing and Piping systems will be provided to satisfy the laboratory and mechanical

requirements of the TED Building and the renovation of Building 58 located in Newport News, Virginia. These systems will consist of storm collection, sanitary waste and vent, industrial waste and vent, ultrapure water, low conductivity water, compressed air, natural gas, nitrogen and special gases.

The design and installation of all drainage and service piping will adhere to the latest

site policies/procedures and will be in accordance with all prevailing codes, standards and guidelines as listed below.

All services shall be provided with branch isolation valves for each laboratory, room or

area they supply. Sleeves will be provided for all piping penetrations at walls, floors and through roofs.

Fireproofing will be provided for all penetrations at walls, floors and through roof. The

fire stopping materials shall be tested to meet ASTM E814 standard. Fire stop material shall meet the requirements of NFPA 101.

Identification shall be provided for all piping systems, valves, equipment, etc. except

as specified herein. Marker and color legend shall comply with ANSI and OSHA standards.

Trap primers will be provided for traps that are subjected to drying. The trap primer

shall be an electronic type with 24 hour timer and shall be located in an accessible stainless steel enclosure.

Water hammer arrestors shall be provided on the hot and cold water supplies. The

location and sizing shall be in accordance with PDI WH 201. The elevators shall be equipped with a sump pump and shall have an oil smart switch

to detect and alarm for oil. Applicable Codes and Standards

International Building Code International Plumbing Code ANSI A13.1-1996 Building Services Piping ANSI Z358.1 Emergency Eyewash and Shower Equipment NFPA 10 Portable Fire Extinguishers NFPA 13 Installations of Sprinkler Systems NFPA 14 Installations of Standpipe and Hose Systems NFPA 54 National Fuel Gas Code NFPA 72 National Fire Alarm Code



6.2.2 TED Building Sanitary Waste and Vent Collection

A waste and vent system will be designed for all sanitary fixtures and equipment. A 4” sanitary main will drain south of the TED Building and shall connect directly into the site sanitary sewer system.

All sanitary waste piping will be located under floor or building slab with vertical risers

located in chases as required. All cleanouts in the drainage system will be completely accessible.

The design of the underground sanitary system will minimize the amount of under slab

piping. The sanitary drainage flow rates and pipe sizes will be based on drainage fixture unit values of the actual fixtures and appropriate code factors and allowances.

Floor drains will be provided for the toilet rooms, mechanical rooms and any other

equipment requiring this service. Drains and traps that are subject to drying will be provided with trap primers.

Final invert elevations will need to be verified to determine if new sanitary mains can

drain via gravity. If required, sump pumps or sewage ejectors will be installed. Indirect waste, such as condensate from HVAC equipment, may drain to sanitary

system through an air gap fitting or other Code approved receptacle. Final coordination will be required with the local authority and civil engineer to determine the final destination of the waste discharge.

The pipe material for the sanitary waste and vent shall be cast iron with hub and

spigot joints for below ground. For above applications the pipe material shall be cast iron with no-hub fittings.

Industrial Waste and Vent Collection At this time we don’t anticipate a need for industrial waste for the TED Building. All

drains from fixtures and equipment shall drain to the sanitary system. Storm Water Drainage A separate storm drainage system shall be provided for all roof drains. Storm drainage

shall be connected directly into the site storm sewer system, and will be in accordance with the local guidelines.

The building storm drainage system shall be sized in accordance with tables and flow

rates as stated in the International Plumbing Code. The tables shall be modified to reflect the local rainfall rate for a 1-hour duration and 100 year period.

Insulation shall be provided for all horizontal rainwater conductors, including elbows,

roof drain bodies and vertical piping underside of roof.



All storm drainage piping shall be located under the roof deck or under slab, with vertical risers located in chases as required. Complete accessibility shall be available to all cleanouts in the drainage piping. Cleanouts shall be in common/public areas wherever possible. The design of the building storm sewer piping system shall minimize the amount of under slab piping.

It is the intent to have each building storm main exit the building to the south of the

site and to a new site storm main that will drain into the existing catch basin. Overflow scuppers/roof drains shall be provided as a back-up to the primary roof

drainage system. The pipe material for the storm water shall be cast iron with hub and spigot joints for

below ground. For above applications the pipe material shall be cast iron with no-hub fittings.

Potable and Industrial Cold Water Potable water service will be extended to the building from a connection to the site

water distribution main. A 4” water main will be installed into the mechanical room on the west side of the building. A water meter (with remote readouts) and a series of backflow preventers will be provided for potable water and industrial water.

Two (2) separate water systems will be installed for the TED Building. Each main will

be approximately 2 1/2” in size. One system will be dedicated for potable fixtures and another system dedicated for industrial sinks and equipment.

A flow test was performed on 6/25/08 on the 8” main @ Hydrant 11 and read the

following: Static: 65 psi Residual: 60 psi Flow: 919 gpm A new flow test will need to be performed but at this time we don’t anticipate a need

for a booster pump. Both industrial and potable cold water piping will be sized to maintain 40 psig at the

most hydraulically remote equipment connection and a minimum pressure of 30 psig at the most remote safety shower or flush valve. Water velocity in the cold water distribution piping will not exceed 8 feet per second and provisions will be made to arrest water hammer. System capacities for cold water will be based on fixture unit values with appropriate factors and actual equipment demands. The distribution system will be sterilized with hypochloride solution.

The pipe material for the potable cold water and hot water shall be Type L copper with

lead free solder joints. The entire distribution system will be insulated with fiberglass or elastomer type

insulation. The distribution system will be sterilized with hypochloride solution.



Tepid Water From the domestic hot water heater, tepid water will be provided to emergency

showers and eyewashes from an approved ANSI mixing valve. A 2” main will be installed and shall deliver tepid water to the emergency fixtures. The temperature of the water will be delivered between 72˚ F and 86˚ F.

Upon activation of the emergency fixture, a flow switch shall signal an alarm that will

notify the main control center. The distribution piping will be sized to maintain a minimum pressure of 30 psig at the

most remote safety shower. Water velocity in the distribution piping will not exceed 8 feet per second. System capacities for tepid water will be based on actual equipment demands of the eyewashes and safety showers.

Valves on supply lines will be provided with lock shield type covers. The pipe material for the tepid water shall be Type L copper with lead free solder

joints. The entire distribution system will be insulated with 1-inch fiberglass type insulation.

The distribution system will be sterilized with hypochloride solution. Potable and Industrial Hot Water A potable and industrial hot water system will provide service to sanitary and

industrial fixtures requiring this service with 120 degrees F. potable hot water. Two heaters will be provided; one for domestic use and the other for industrial use.

Each hot water heater will be generated at 140 degrees F by a gas fired hot water

generator located in a mechanical room. A thermostatic mixing valve will be provided to deliver hot water at a temperature of 120 degrees F.

A recirculating return system will be provided for each heater to maintain system

temperature. The potable and industrial hot water piping will be sized to maintain 30 psig at the

most hydraulically remote equipment connection and a minimum pressure of 8 psig at the most remote lavatory. Water velocity in the hot water distribution piping will not exceed 8 feet per second. System capacities for hot water will be based on fixture unit values with appropriate factors and actual equipment demands.

The pipe material for the potable cold water and hot water shall be Type L copper with

lead free solder joints. The entire distribution system will be insulated with 1-inch fiberglass type insulation.

The distribution system will be sterilized with hypochloride solution.



Low Conductivity Water Low conductivity water will be provided to the TED Building from the existing system

located in the basement of Building 58. A fully recirculating loop will be supplied throughout the space and will supply return and supply branch piping to the support spaces. The distribution pressure will be 130 psi and a temperature of 95 degrees F. Refer to the Building 58 section of the report for specifics of this system.

Natural Gas Natural gas will be used for domestic hot water heating and for HVAC usage. Currently

natural gas is on the site and distributes natural gas at a pressure of 5 psi to the HVAC boilers and domestic water heating.

For the new TED Building, a new natural gas branch main will be installed and brought

to the building either through the connector or below ground. Final coordination is needed to evaluate and determine the natural gas service and meter size.

Overall it is recommended to continue to supply medium pressure natural gas to the

new areas to reduce pipe sizes. Final pressures and demands shall be finalized as programming is further developed.

The pipe material for the natural gas shall be black steel with threaded or welded

connections. Note: It has been determined that the fuel source for the emergency generator shall

be diesel and not natural gas. However, natural gas will be provided to the small emergency generator located at the Guard House.

Ultrapure Water (UPW) Based on current programming, Ultra pure water is not required in the TED Building

and shall be only installed in the Building 58 addition. Compressed Air The existing compressors, receivers, filters and dryers will be removed. Compressed

air will be supplied to the TED Building from new dedicated compressors located in the basement mechanical room.

New air cooled compressors, receiver, dryer, filters will be provided to outlets and

equipment requiring this service. The compressed air will supply air at a pressure of 120 psi and will be regulated at the source as required. Point of use filters will be installed on branch piping for the clean room requirements.

The building distribution system will be designed on the basis of actual demands of

equipment requiring this service with diversity factors applied. The compressed air branch piping will be installed as such that a user can have quick access to the outlet above.



The pipe material for the compressed air system shall be Type K copper with brazed joints and fittings.

Specialty Gas Systems Specialty gas systems cylinders will be located in a designated area on the southeast

corner of the TED Building. Cylinder gases will be supplied to laboratory outlets and equipment requiring this service.

Where required, manifold dual cylinder banks (main/reserve) with an automatic

changeover controller and regulator will be specified. The pressure regulator will be set to deliver an acceptable pressure that will be based on the user and laboratory equipment requirements. If required, additional pressure regulators will be provided at branches into the laboratories and at the point of use for individual control within the laboratory.

The building distribution piping will be cleaned and installed in accordance with NFPA

99. Argon Argon will supply gas to the TED Building from a large storage tank that will be located

east of the building near the loading dock. The size and capacity of the tank will be determined in the next phase of the project as detailed utility information becomes available.

6.2.3 Building 58 Addition Demolition The intent is to remove a majority of the existing piping that is mounted at the second

level wall and runs north and south and the piping within the trenches. Most of this piping is abandoned in place and is no longer active.

In addition, there are existing nitrogen lines that need to remain active on the

southeast corner near the nitrogen tank. Since the new expansion will be extending past this point, new routing will be required.

Sanitary Waste and Vent Collection An existing 6” sanitary main exits west of the building and to the site sanitary main.

This main drains via gravity. Drains in the basement discharge to the existing ejector pump and to the main above. The main and floor drains will remain and will receive new waste from the new architectural layout.

In Building 58, most of the existing sanitary system will be removed and or

abandoned. Based on the new architectural programming, a new separate waste and vent system will be designed for all new sanitary fixtures and equipment. The new sanitary drainage will exist south and shall connect directly into the existing site main.



All new sanitary waste piping will be located under floor or building slab with vertical risers located in chases as required. All cleanouts in the drainage system will be completely accessible.

The design of the underground sanitary system will minimize the amount of under slab

piping. The sanitary drainage flow rates and pipe sizes will be based on drainage fixture unit values of the actual fixtures and appropriate code factors and allowances.

Floor drains will be provided for the toilet rooms, mechanical rooms and any other

equipment requiring this service. Drains and traps that are subject to drying will be provided with trap primers.

Industrial Waste and Vent Collection Building 58 has two means of treating the industrial waste effluent. One system is

located in the basement mechanical room and the other is located in a standalone facility that is detached from Building 58. Both of these systems will be demolished once the new neutralizing equipment is installed.

A new separate waste and vent system will be designed for all industrial fixtures and

equipment that are located in Building 58. Industrial waste from fixtures and equipment will exit north of the new expansion separately from the sanitary system and connect into the new transfer pump and to the new waste neutralizer located in the new Process Support Building. Most of the neutralizing equipment will be located outside of the building. Upon completion, it shall discharge to the sanitary main. A buffer tank will be installed to store the effluent in the event an unacceptable ph is achieved.

The system configuration will be a three stage neutralization system capable of

accepting wastewater on a continuous basis. This system will use highly efficient CSTR (continuously stirred tank reactor) reaction vessels with the AVS Vortex Reduction System. The heavy duty polypropylene reaction tank will be agitated continuously by means of a mechanical agitator while sulfuric acid or sodium hydroxide is added on a proportional basis depending on the relative pH of the incoming wastewater. The pH of each tank will be controlled independently by a PLC with a pH probe in each of the reaction tanks. The tank shall include an effluent probe in a down pipe on the second tank discharge for control of the effluent diversion valve. In the event that the pH existing the system is out of spec., the pH will be diverted to a third hold tank until the pH comes back into spec.

All instrumentation and valves shall be rated NEMA 7 for class 1 div 2 environment.

Tank will be sealed heat traced for use in an outdoor environment. Depending on exact concentrations of acids present in the stream, instrumentation compatibility, material compatibility, as well as thermal control of the system will need to be considered.

The reagents will be fed by electronic proportional metering pumps from reagent tanks

to minimize handling of corrosive chemicals. Reagent tanks, metering pumps and associated controls will be located indoors to protect the chemicals. Reagent tanks will include low level alarms. Reagent tanks will be double contained. All equipment shall be rated NEMA 7 class 1 div 2.



The effluent leaving the process is monitored by a second self-cleaning pH probe in an effluent U-trap assembly providing a permanent record of pH by means of a circular chart recorder/data logger. Flow will also be recorded.

System will be controlled by a PLC based control panel located near the building.

Controls will be PLC based. System will be class 1 div 2 purge system enclosure for controls.

Influent waste will be fed to the system by a duplex lift station located inside of the

Process Support Building. The lift station will operate in an alternating cycle of the pumps to reduce wear. In the event that one pump fails or is taken out of service for maintenance, the second pump will automatically activate. Pump control will be achieved by a four point level switch which includes pump off, lead pump on, lag pump on, and high level alarm. Pumps and instrumentation will be rated NEMA 7. Lift station controls will located in main waste treatment system control panel.

The industrial waste piping will be contained in accessible trench that will have a

removable cover. Complete accessibility will be available to all cleanouts in the drainage piping.

Floor drains will be provided for safety showers and any other equipment requiring this

service. Trap primers will be installed to insure that the p-trap will remain primed. The drainage flow rates and pipe sizes will be based on drainage fixture unit values of

the actual fixtures and appropriate usage requirements. Storm Water Drainage A separate storm drainage system shall be provided for all roof drains. Storm drainage

shall be connected directly into the site storm sewer system. The building storm drainage system shall be sized in accordance with tables and flow

rates as stated in the International Plumbing Code. The tables shall be modified to reflect the local rainfall rate for a 1-hour duration and 100 year period.

Insulation shall be provided for all horizontal rainwater conductors, including elbows,

roof drain bodies and vertical piping underside of roof. All storm drainage piping shall be located under the roof deck or under slab, with

vertical risers located in chases as required. Complete accessibility shall be available to all cleanouts in the drainage piping. Cleanouts shall be in common/public areas wherever possible. The design of the building storm sewer piping system shall minimize the amount of under slab piping.

It is the intent to have each building storm main exit the building to the south and to a

new site main that will drain into the existing catch basin. Overflow scuppers and roof drains will be provided as a back-up to the primary roof

drainage system.



The pipe material for the storm water shall be cast iron with hub and spigot joints for below ground. For above applications the pipe material shall be cast iron with no-hub fittings. Fiberglass insulation will need to be provided on horizontal mains above ground.

Underslab Drainage Currently there is under slab drainage for the basement level of Building 58. The under

slab drainage system is piped to the existing ground water pumping station. For the new building expansion, under slab drainage may be required for the

depressed areas such as the Process Equipment Support Spaces. New drainage piping will be PVC and piped back to the existing pumping station. The pump capacity will need to be verified to insure the system operates as designed.

Potable and Industrial Cold Water An existing 3” water service enters the building in the basement mechanical room.

Based on the new architectural programming, the existing water service cannot handle the entire load for the need expansion. Therefore we are recommending keeping this service as existing and providing a new 4” service in the new water room expansion. Although the existing service will remain, we will provide new backflow preventers at the same location.

Potable water service will be extended to the building from a connection to the site

water distribution main north of the expansion. A water meter (with remote readouts) and a series of backflow preventers will be provided for potable water and industrial water for the new expansion.

Two (2) separate water systems will be required for the building. One system will be

dedicated for potable fixtures and another system dedicated for industrial sinks and equipment.

A flow test was performed on 6/25/08 on the 8” main @ Hydrant 11 and read the

following: Static: 65 psi Residual: 60 psi Flow: 919 gpm A new flow test will need to be performed but at this time we don’t anticipate a need

for a booster pump. Both industrial and potable cold water piping will be sized to maintain 40 psig at the

most hydraulically remote equipment connection and a minimum pressure of 30 psig at the most remote safety shower or flush valve. Water velocity in the cold water distribution piping will not exceed 8 feet per second and provisions will be made to arrest water hammer. System capacities for cold water will be based on fixture unit values with appropriate factors and actual equipment demands. The distribution system will be sterilized with hypochloride solution.



The pipe material for the tepid water shall be Type L copper with lead free solder joints.

The entire distribution system will be insulated with fiberglass type insulation. The

distribution system will be sterilized with hypochloride solution. Tepid Water From the domestic hot water heater, tepid water will be provided to emergency

showers and eyewashes from an approved ANSI mixing valve. A 2” main will be installed and shall deliver tepid water to the emergency fixtures. The temperature of the water will be delivered between 72° F and 86° F.

Upon activation of the emergency fixture, a flow switch shall signal an alarm that will

notify the main control center. The distribution piping will be sized to maintain a minimum pressure of 30 psig at the

most remote safety shower. Water velocity in the distribution piping will not exceed 8 feet per second. System capacities for cold water will be based on actual equipment demands of the eyewashes and safety showers.

Valves on supply lines will be provided with lock shield type covers. The pipe material for the tepid water shall be Type L copper with lead free solder

joints. The entire distribution system will be insulated with fiberglass insulation. The

distribution system will be sterilized with hypochloride solution. Potable and Industrial Hot Water There are two existing gas fired storage water heaters located on the first floor

mechanical room. One is designated for potable fixtures and the other is for industrial use.

Both heaters will be removed and replaced with a new larger storage type at the same

location. All piping, circulating pumps will remain to supply hot water to the new bathroom area near the existing mechanical room.

A potable and industrial hot water system will provide service to sanitary and

industrial fixtures requiring this service with 120 degrees F. potable hot water. Two heaters will be provided; one for domestic use and the other for industrial use.

Each hot water heater will be generated at 140 degrees F by a gas fired hot water

generator located in a mechanical room. A thermostatic mixing valve will be provided to deliver hot water at a temperature of 120 degrees F.

A recirculating return system will be provided for each heater to maintain system

temperature.



The potable and industrial hot water piping will be sized to maintain 30 psig at the most hydraulically remote equipment connection and a minimum pressure of 8 psig at the most remote lavatory. Water velocity in the hot water distribution piping will not exceed 8 feet per second. System capacities for hot water will be based on fixture unit values with appropriate factors and actual equipment demands.

The entire distribution system will be insulated with fiberglass or elastomer type

insulation. The distribution system will be sterilized with hypochloride solution. Natural Gas Natural gas will be used for domestic hot water heating and for HVAC usage.

Preliminary discussions include adding a new boiler with a gas load of 5,000 cfh and 1800 cfh for humidification. Currently natural gas is on the site and supplies natural gas to HVAC boilers and domestic water heating.

In addition, a small boiler will be provided to supply low pressure steam to a sanitary

type heat exchanger capable of delivering 180 F degree UPW water. It’s recommended to supply medium pressure natural gas to the building to reduce

pipe sizes. Final pressures and demands shall be finalized as programming is further developed.

The pipe material for the natural gas shall be black steel with threaded or welded

connections. Compressed Air The existing air cooled-air compressors, dryers, receivers located in the basement will

be removed. New air-cooled compressors will be provided to outlets and equipment requiring this service. The compressed air will be supplied at a pressure of 120 psi and will be regulated at the source as required.

The new system will consist of dryers, receivers, filters, etc. Point of use filters will be

installed on branch piping for the clean room requirements. The building distribution system will be designed on the basis of actual demands of

equipment requiring this service with diversity factors applied. The compressed air branch piping will be installed as such that a user can have quick access to the outlet above.

The pipe material for the compressed air shall be Type K copper with brazed joints and

fittings. Low Conductivity Water There are two existing low conductivity water systems located in the basement of

Building 58. Each system is a fully recirculated system and distributes LCW at approximately 2 meg-ohms at a temperature of 95 degrees F and at a pressure of 140 psig.



The newer and more recent system supplied LCW to the “SNS” area and is currently abandoned. The older system supplied cooling to the test labs, cryo assembly and the laser injector test.

The intent is to reactivate the “SNS” system and upgrade the smaller system that is

currently active and supply the New Building 58 Addition and the TED Building with LCW. New resin beds, filters and other miscellaneous equipment will be installed along with new secondary distribution pumps that will handle the additional load and provide redundancy.

The pipe material for the low conductivity water shall be 304 schedule 10 stainless

steel with welded joints. Ultrapure Water (UPW) An ultrapure water system consisting of reverse osmosis, EDI water will be distributed

centrally within the building and to the chemistry areas. The equipment will be located in the North Mechanical Room and will be made up of

skid mounted equipment utilizing multi-media filtration, water softening; particulate filtration, EDI, double pass reverse osmosis and Ultra Filter. The recirculation on the skid system will have ultraviolet sterilization downstream of the storage tank/pump, filters, etc. to control bacterial contamination.

The final system configuration will be established based on the analysis of the site

potable water system and shall consist of the following components and distribution system.

Ultrapure Water Ultrapure water will be supplied to the laboratory chemistry areas, clean rooms, and

chemical washing areas. The distribution loop will primarily will be an ambient loop, however some areas will

require hot UPW. In order to produce hot UPW, a small gas fired boiler will be installed to provide low pressure steam that will supply a sanitary type heat exchanger to produce hot water. From the heat exchanger, hot water (180 F) will distribute hot UPW to the selected pieces of equipment.

Reverse osmosis water will be used for HVAC humidification for the clean rooms and

critical areas, and soft water will be used for the non-critical areas. Building Distribution The building distribution system will be designed on the gpm per laboratory outlet,

with diversity factors applied based on the number of outlets and on actual demands of equipment requiring this service.

The ultrapure water distribution piping will be sized to maintain a minimum supply

water velocity of 5 fps and minimum return water velocity of 3 fps. Turbulent flow will be maintained at all times in the system to prevent microbial growth. The distribution



loop will operate continuously; branch lines to terminal end use points will also be continuously circulated throughout.

The pipe material for the Ultra Pure Water shall be PVDF with IR joints. Nitrogen (Liquid and Gaseous) An existing 3,000 gallon nitrogen tank is located outside of the building and supplies

nitrogen to Building 58 in a liquid and gas form. A filling station is located inside of the building adjacent to the tank which is used to fill dewars as needed.

A gaseous state is distributed throughout the existing building to supply equipment.

New branch mains will be extended to the new areas that require this service. The gaseous distribution system will be designed on the basis of 1 scfm per outlet with

diversity factors applied based on the number of outlets and on actual demands of equipment requiring this service.

Chemical Delivery The chemistry area shall receive multiple chemicals via a piped system that will be

located in the new Process Support Building. Each chemical supply shall have its own drum, dedicated pump, and distribution piping. The distribution piping shall be double contained with leak detection.

LEED and Sustainability The goal for the project is to provide a LEED Gold Certification for the TED Building

and for the Building 58 Expansion. Water Efficient fixtures will be provided for the both buildings. It is the intent to

exceed the baseline Energy Policy Act of 2005 by an additional 30%. In addition, we are exploring innovative ways to recycle and reuse water to give us an

additional credit. One thought is to capture and reclaim the waste water from the RO Unit and send it back throughout the building to the bathroom areas for flushing of the water closet and urinals.

Another thought is to capture the rainwater and reuse it for irrigation or for toilet

flushing. This is system would require collection tank, filtration, and sanitization components.



Outline Specifications Listed below are specification sections that will be used for the project. Section 220500 Common Materials and Methods for Plumbing Section 220513 Electrical Requirements for Plumbing Equipment Section 220700 Plumbing Insulation Section 221000 Plumbing Systems Section 221100 Disinfection of Domestic Water Lines Section 221123 Plumbing Pumps Section 224000 Plumbing Fixtures and Trim Section 226000 Plumbing Special Systems Source of Utilities and Estimated Flow Rates A utility summary matrix was issued on August 21, 2009 for review and comment.

This matrix shall be used to develop our utility loads that will enable us to size and select equipment.



6.3 ELECTRICAL/TELECOMMUNICATIONS ENGINEERING BOD

6.3.1 Approach to Electrical and Telecommunications Systems Designs Based on discussions with JLAB and the tenants, the electrical and telecommunication

systems designs must be readily adaptable to changing technologies as well as modular to support new processes required to support the ongoing research activities to be conducted in the proposed new buildings as well as the existing Test Building 58. In order to meet the need for flexibility and modularity within the laboratory and manufacturing areas, the electrical and telecommunications systems designs will incorporate the latest available technologies. Integrated power distribution centers consisting of low voltage distribution panels and step-down transformers will be incorporated throughout the laboratory and highbay spaces to maximize efficient space usage for electrical distribution equipment. The use of wireless access points (WAP) may be incorporated throughout the buildings in order to maximize connectivity to the campus networks.

In addition to the flexibility and modular design requirements, the proposed electrical

distribution systems must be energy efficient and contain sufficient capacity for future expansion. For example, locations of dry-type, step-down transformers will be located as near as possible to the loads served in order to minimize copper conductor sizes and the potential for voltage drop. In addition, these transformers will be Energy Star compliant, meeting TP-1 energy compliant guidelines for efficient operation. Step-down transformers suitable for high-harmonic content loads (K-rated) will be used within the laboratory areas in order to mitigate the effect of electrical noise (harmonics) developed by the process equipment on the building’s electrical distribution system. These transformers incorporate electrostatic shielding and have increased insulation for heat dissipation.

The incorporation of these requirements will be noted within the narrative for the

proposed TED Building highbay addition to the Test Building 58 and the Building 58 renovations.

Reference Standards and Applicable Codes

National Electrical Code (NEC), NFPA 70, latest edition National Electrical Safety Code, ANSI C2 Emergency and Standby Power Systems Standard, NFPA 110 Life Safety Code, NFPA 101, latest edition International Building Code (IBC), 2006 edition Underwriter’s Laboratories, Inc. (UL) National Electrical Manufacturer’s Association (NEMA) American National Standards Institute (ANSI) Factory Mutual, Inc. (FM) Americans with Disabilities Act (ADA) Accessible City Guidelines for Building

and Facilities Telecommunications Industry Associations/Electronic Industry Association

Standards (TIA/EIA) International Telecommunication Association (BICSI) Reference Manuals Local City and Township Regulations Basic National Fire Prevention Code, latest edition National Fire Code NFPA 72, latest edition



6.3.2 Site Utilities The existing utility electrical service supporting the north campus, including the Test

Lab Building 58, EEL building, CEBAF Center, Cryo Building 57, support building 59 and the trailers, consists of a 7.5 MVA rated substation from Dominion Power located adjacent to the Test Lab building. Per discussions with JLAB, this existing substation will be replaced prior to the commencement of construction for the TED and Test Lab addition projects.

The replacement Dominion Power substation will be located on the east side of the

campus behind the location of the existing trailers. This substation will be rated for 12.47 kV medium voltage distribution with a load capacity of 22 MVA. A new underground ductbank will be provided from this substation to a new medium voltage 15 kV primary switchgear lineup which will serve the existing Test Lab switchgear as well as the proposed cooling tower replacement equipment and the Test Lab addition. This switchgear and the interconnections to the existing north campus distribution system will be provided by JLAB and considered as “existing” for the TED and Test Lab building projects.

The proposed location of the TED Building will impact the locations of the existing

communications and power ductbank/manhole systems located along the west side of the Test Lab. Per the latest civil engineering documents, it appears that the following existing underground facilities will require modification/relocation:

Existing communication ductbank located between manholes C-5 and C-6 Existing power manhole MH-1 Existing power ductbanks located between manhole MH-1, Test Lab and power

manhole MH-2 Existing pad-mounted 15 kV selector switch

Site Communications The existing communication ductbank system originating at the CEBAF center and

continuing to the linear accelerator site consists of six (6) 4” conduits in a concrete envelope. Per recent survey information from JLAB, there are two (2) existing spare conduits available between the CEBAF center and existing communication manhole C-4. It is the intent of this project scope to use these available conduits for new campus outside plant (OSP) copper and fiber optic cabling in order to maintain network and telephone services to the existing buildings as well as the new TED building.

Existing communications cabling running within the existing ductbank system consists

of multi-pair copper outside plant (OSP) trunk lines providing telephony services and fiber optic OSP backbone cabling providing network services to the north campus and the linear accelerator site. Per information from JLAB, the fiber optic backbone distribution from the data center to each of the buildings is accomplished via a dedicated OSP cable consisting of both single and multi-mode fiber optic strands terminating in each building. Thus, the fiber optic backbone serving the EEL building may not be impacted due to the ductbank relocations; however, the fiber optic cabling beyond existing communications manhole C-5 will require relocation. An existing copper OSP trunk line presently providing telephony services to the Test building,



trailers and linear accelerator building will require relocation as it does run through the ductbank system that will be removed under this project scope.

In order to maintain communications between the data center located on the second

floor of the CEBAF center (F-wing), the north campus and the linear accelerator, a new underground ductbank system will be provided between existing communications manholes C-4 and C-7. The proposed ductbank system will consist of six (6) 4” polyvinyl-chloride (PVC) Schedule 40 conduits encased in reinforced concrete envelope with two (2) of the conduits to include two (2) textile innerducts (Maxcell) consisting of three (3) 3-inch sleeves and the other four (4) conduits to include nylon pullcords. This new ductbank system will terminate in a new communications hut located adjacent to the TED building. JLAB will provide this communications hut which will house active networking and telephony equipment for services to the TED and Test Lab buildings as well as to continue communications onto the linear accelerator site. Additional ductbanks will be provided from the communications hut into the TED building in order to extend network and telephony services into the building. In addition, communication services for the Test Lab building (existing and addition) as well as the trailers and linear accelerator will originate from the communications hut and use the existing/new ductbanks for cable routing. Refer to site plans for proposed locations of ductbanks and manholes for the communications system.

Under the proposed JLAB site communications project scope, multiple communications

huts are to be strategically located throughout the existing campus. As noted above, one of these huts will be incorporated into the TED building site in order to expedite the relocation of the existing utilities to be impacted. The fiber optic OSP backbone from the data center to the communications hut will consist of a 144-strand, 8.3/125 micron single-mode fiber optic cable and a 144-strand, 50.0/125 micron multimode fiber optic cable suitable for Gigabit Ethernet communication. All fiber optic strands will be terminated into rack-mounted fiber optic terminations cabinets within the hut with fiber optic patch cords inter-connecting the strands between the data center and feeders into each building.

In order to connect the new campus fiber optic backbone into each building, it is

proposed that new OSP fiber be provided from the communications hut into the TED and Test Lab buildings via the existing and new ductbank/manhole systems. The fiber optic backbone extended into each building shall consist of 24-strands, 8.3/125 micron single-mode and 24-strands of 50.0/125 micron multimode fiber suitable for Gigabit Ethernet communication. All strands of these fibers will be terminated into new rack or wall mounted termination cabinets.

Replacement of the existing copper OSP trunk line originating at the existing campus

Private Branch eXchange (PBX) switch located in the data center is currently under review by JLAB. JLAB is reviewing the possibility of utilizing “Voice over Internet Protocol (VoIP)” communications, a remote PBX switch or replacement of the copper OSP cabling for the continuation of telephony services to the existing and new buildings. Upon a determination of the approach from JLAB, the documents will be revised to reflect the decision and provide the appropriate infrastructure.



Site Power Distribution As noted above, existing power manhole MH-1, adjacent 15 kV selector switch and

primary ductbanks to the EEL and CEBAF center will be impacted by the site work associated with the construction of the TED building. In order to reroute these existing utilities, it is proposed that a new ductbank/manhole system be provided between existing power manholes MH-2 and MH-12 as noted on the site drawings. Further discussions with JLAB are required to determine the specific phasing requirements necessary to reroute the existing power in order to minimize the potential for service interruptions to the existing buildings.

It is proposed that the relocation of these utilities occur during the initial project

construction phase in order to minimize the impact to existing campus operations. Refer to the information below regarding specific utility requirements to each building.

6.3.3 TED Building

The TED Building is proposed to be a two-story building consisting of approximately

70,000 square-feet divided into the two floors. It is proposed that the first floor consist of laboratory design and layout spaces for the support of the cryogenic module construction and maintenance activities to support the accelerator. The first floor will also incorporate a highbay assembly area for the cryogenic chambers. The second floor will mainly consist of open offices with supporting meeting spaces. The building’s proposed location is along the west face of the existing Test Building 58 in the existing parking lot area.

Primary Power Distribution Primary utility power for the TED Building will originate from the existing 15kV primary

outdoor switchgear located adjacent to Test Building 58 in the existing electrical equipment yard. This primary switchgear lineup has been recently replaced and consists of multiple fused load interrupter switches with available capacity for future connections. Under the replacement project for this switchgear, JLAB has an available spare load interrupter switch for use under this project scope and has prepared the existing switchgear lineup with a concrete pad extension for the installation of this switch. The existing switch is rated for 600 amperes at 15kV and will have appropriate expulsion type fuses installed as required to protect the equipment for the new building. Thus, this switch will be incorporated into the existing lineup for service to the proposed TED Building. Extension of the primary voltage to the TED Building will be accomplished via an underground ductbank with two (2) 5” polyvinyl-chloride (PVC) Schedule 40 conduits encased in reinforced concrete envelope from the switchgear to the service area.

Service to the TED Building will consist of an exterior pad mount liquid-filled

transformer rated for 12.47kV primary voltage to 480/277 secondary distribution voltage for service to the building. The transformer will have a preliminary capacity of 2500kVA and be located adjacent to the new building within the loading dock/utility courtyard. The secondary underground ductbank will consist of polyvinyl-chloride (PVC) Schedule 40 conduits encased in a concrete envelope from the pad-mounted transformer to the secondary main switchboard located in the main electrical room within the building. The switchboard will be service-entrance type and rated for 4000



amperes. It will include a main circuit breaker, electronic metering and feeder circuit breakers as required to serve the building. Refer to electrical single line diagrams included with the drawing set.

Main Service Switchboard The main service distribution switchboard will have 4000 ampere rated copper bus and

4000 ampere main circuit breaker. The main circuit breaker will be individually, “fixed-mount” type and have long time, short time, instantaneous and ground-fault tripping characteristics. The feeder circuit breakers will be electronic type with similar tripping characteristics as the main device, however, ground-fault protection will only be as required by the National Electrical Code (NEC). The operating voltage of the main switchboard will be 480/277 volts, three phase, four wire and the switchboard will be constructed to JLAB requirements.

The main switchboard will serve appliance, lighting and power distribution panels as

required to support the facility. In addition, the switchboard will serve multiple dedicated distribution panels as required to support the proposed geothermal mechanical pumps, heat pumps and air handling systems. Also, this switchboard will serve the passenger elevator, as well as, provide normal power to the life-safety and mission critical automatic transfer switches.

Laboratory Distribution Dedicated distribution panelboards will be strategically located throughout the

laboratory and highbay areas of the first floor in order to serve the proposed 480 volt loads in these areas. These distribution panelboards will be fed from the main service distribution switchboard at a utilization voltage of 480/277 volts, three phase, four wire. These panels will also provide power to all laboratory loads and to local step-down transformer(s) to feed appliance panelboards in the same areas. Power loads within the laboratories will consist of Direct-Current power supplies, Kryston units, electrical experiment racks, welders, metal working equipment (lathes, drill press), pallet chargers, motor operated roll-up doors, air curtains, dock levelers, bailer and trash compactor. It is proposed that these distribution panels be integrated with the appliance and lighting panels as well as the step-down transformers into “integrated power centers (IPC)”. These IPC units integrate all of the equipment noted above into a common, free-standing enclosure promoting efficient use of space and reducing the overall footprint of the electrical distribution equipment located throughout the laboratory and highbay areas.

Lighting Panelboards Lighting panelboards will be located within the main electrical room and second floor

electric closet as required to serve the proposed lighting system. These lighting panelboards will be fed with 480/277 volt, three phase, four wire utilization voltage and serve the luminaires located throughout the administrative, highbay and laboratory areas of the building.

In order to maximize energy efficiency within the building, it is proposed that the

lighting panelboards consist of remote controlled, motor-operated circuit breakers similar to the Square D Company, Powerlink system. This system allows for



individual control of each branch circuit breaker within the lighting panels based on a time schedule as determined by JLAB. This system will de-energize the lighting branch circuits based on this schedule to maximize energy efficiency. Local occupancy sensors, switches and photocells will be incorporated into the design; however, this system will offer the opportunity to maximize energy usage and extend lamp life. Refer to the lighting section for additional information.

Appliance Panelboards Branch circuit appliance panelboards will be located throughout the facility in electrical

rooms and laboratories as required to serve these loads. These panelboards will be fed from appliance distribution panelboards via step-down transformers, which will reduce the 480 volt primary power to an appliance utilization voltage of 208/120 volts, three phase, four wire. These main appliance distribution panelboards will be located in the main and local electrical rooms as required to serve the building loads. Each step-down transformer will be located in the electric closet adjacent to the appliance panelboards which it serves. These panelboards will serve normal power receptacles and small appliances located within the administrative, employee support and laboratory building areas. Appliance panelboards that serve primarily electronic equipment loads will incorporate 200% rated neutral buses to assist in mitigating harmonics and be labeled suitable for service to non-linear loads. These panels will be incorporated throughout the first floor electronic laboratory areas.

Emergency/Standby Power Emergency/Standby power to the building will be provided by a dedicated prime

mover rated for 480/277 volt, three phase, four wire building utilization power. The generator fuel source may be either diesel or natural gas; however, the use of natural gas may not be feasible as it may be considered an “interruptible source” by the local authority having jurisdiction (AHJ) and not be allowed to serve life-safety loads. The generator capacity will be based on serving the building life-safety loads and those loads deemed “mission critical” by JLAB. Typical mission critical loads may be the computer systems, high-purity water system, gas systems and the building heating system. These loads will be defined by the JLAB personnel as the project scope develops. Refer to the electrical single line diagrams.

The generator will be located outside on grade within a non-walk-in, sound-attenuated

enclosure located adjacent to the electrical room and pad mount transformer. If the generator fuel source is diesel, the base of the enclosure shall surround an integral skid-mounted, double wall integral fuel tank with a capacity of fuel for 24 hours of continuous operation at full load output. The fuel level and leak detection system will be locally and remotely monitored via dedicated generator alarm annunciating/indicating panel system. In addition, the generator enclosure will have fire initiation devices, i.e. heat detectors, pull stations, which will remotely annunciate on the building’s fire alarm system to indicate a fire condition in the generator enclosure.

The generator will be equipped with a main electronic type circuit breaker which will

feed an emergency main power distribution panel located in main electrical room inside the building. In addition, the generator main circuit breaker will also be equipped with a Ground Fault Sensing Coil (GFSC) as required by the National



Electrical Code (NEC). This coil will detect a ground fault occurrence on the generator; however, it will not cause the circuit breaker to trip. In the event that a ground fault condition is sensed by the coil, a list of instructions will be permanently affixed in the emergency power electrical room detailing what measures to take to rectify the problem.

A main emergency power distribution panel will be specified for the distribution of the

generator power to the automatic transfer switches. This panelboard will be located in the main electrical room and have voltage characteristics of 480/277 volts, three phase, four wire. Branch circuit breakers will be electronic type and the breaker trip units will have short-long-instantaneous protection characteristics.

In order to provide both normal and emergency power to the mission critical

laboratory areas, along with the associated mechanical support equipment for these spaces, automatic transfer switches will be utilized. These automatic transfer switches will be capable of monitoring both the normal and emergency power sources and automatically transfer the critical loads between these sources based on availability and integrity of the source. In addition, these automatic transfer switches will be designated to specific critical loads and sequenced to transfer the loads to the emergency generator in an orderly fashion. Also, the transfer switches serving the laboratory appliance, lighting and telecommunications systems will be bypass-isolation type, which will allow for routing of the emergency and normal power sources around the automatic transfer equipment in lieu of a switch problem or for routine switch maintenance.

A dedicated automatic transfer switch will be designated to serve the life-safety loads

located within the building. These loads include emergency and egress lighting, exit lighting, elevator lighting and cab controls, fire alarms, telecommunication and access control systems and oxygen/refrigerant monitoring systems. This switch will serve a dedicated life-safety normal/emergency power distribution panel rated at 480/277 volts, three phase, four wire which in turn will serve several life-safety lighting and appliance branch circuit panelboards strategically located throughout the building.

Additional automatic transfer switches will be dedicated to serve normal/emergency

power distribution panels which will serve 480/277V and 208/120V laboratory mission critical loads, process piping systems, heating systems, selected receptacles, computer systems and appliances in other areas of the building.

6.3.4 Test Building Addition

The Test Building 58 Addition is proposed to be a high bay building consisting of

approximately 30,000 square-feet main first floor level with a mechanical mezzanine above. It is proposed that the first floor consist of laboratory design and layout spaces for the support of the cryogenic module construction and chamber assembly. The mezzanine level will contain the engineering systems to support the cleanrooms below. The proposed addition will be located on the south side of the existing Building 58.

Primary Power Distribution As previously discussed, JLAB is in the process of replacing the existing 7.5 MVA utility

substation serving the existing Test Lab primary switchgear lineup #1. A new primary



utility substation rated for 22 MVA will be located to the east of the Test Lab building and serve a new 15 kV primary switchgear lineup located to the southeast of the proposed Test lab addition. This primary lineup (Test Lab Primary Substation) will consist of multiple fused load interrupter switches and will serve the existing Test Lab switchgear lineup #1, the replacement cooling tower substation and have future capacity to serve additional loads. This work will be complete prior to the commencement of this project scope.

Primary power to the existing Test Building originates from the existing 15kV primary

switchgear located along the west face of the existing building. This primary switchgear lineup has been recently replaced and consists of multiple fused load interrupter switches with available capacity for future connections. Several of the existing load interrupter switches serve the Test Building via multiple pad mount transformers which reduce the primary 12.47 kV service voltage to a utilization voltage of 480/277 volt, three-phase. Due to the proposed renovations to the existing portion of the building, it is recommended that these services to the Test Building remain and continue to serve the existing portion of the facility.

Based on the preliminary building loads, it is proposed that a new pad mount

transformer (Substation #6) be provided to serve the new addition and the associated laboratory functions within. Service to the new transformer will originate from the existing 15kV primary switchgear located to the southeast of the addition as indicated on the single line diagrams.

Due to the proposed location of the building addition, the existing 15kV primary feeder

serving the existing Cryogenic Building 57 via Substation #4 will have to be relocated as it is currently surface mounted to the south exterior wall of the Test Building. Since the feeder needs to be moved and the new addition requires primary service, it is proposed that a new primary feeder be provided from the southeast Test Lab Primary Substation to a new 15 kV switchgear lineup as indicated on the single line diagrams. The existing load interrupter serving Substation #4 is rated for 600 amperes at 12.47 kV and will be abandoned in place for future use.

It is proposed that the new primary feeders be installed via an underground ductbank

from the existing primary 15kV service switchgear located adjacent to the addition and utilize existing power manhole MH-13 for extension to the proposed 15 kV primary switchgear that will serve the addition and Building 57. The underground ductbank will consist of two (2) 5” polyvinyl-chloride (PVC) Schedule 40 conduits encased in reinforced concrete envelope from the existing switchgear to the proposed primary lineup. Extension of the ductbank into the existing switchgear lineup will have to be coordinated with existing field conditions under the next phase of the project. This proposed primary lineup will be similar to the existing exterior switchgear lineup and consist of a main load interrupter and multiple fused feeder switches to serve existing Substation #4 and proposed new Substation #6. Due to the proposed renovations within the existing Test Lab, existing Substation #3 which serves the motor control center located in Cryo Building 57 will also be relocated to the east side of the Test Lab and be served from this proposed primary switchgear. The new lineup shall be weatherproof rated in a NEMA 3R enclosure with integral primary metering, enclosure heaters and bus preparations for future expansion.



Additional discussions with JLAB has determined that the location of the proposed exterior switchgear and pad-mount transformers will be to the east of existing Building 59 and occupy the transport storage container area. This location was selected due to the proposed site roadway improvements that are presently underway and the potential demolition of Building 59 allowing for expansion of the proposed electrical equipment as required supporting further campus development.

Service to the Test Building 58 Addition will consist of an exterior pad mount liquid-filled transformer rated for 12.47 kV primary voltage to 480/277 secondary distribution voltage for service to the building. The transformer will have a preliminary capacity of 2500kVA and be located adjacent to the new building within the utility courtyard. The secondary underground ductbank will consist of polyvinyl-chloride (PVC) Schedule 40 conduits encased in a concrete envelope from the pad-mounted transformer to the secondary main switchboard located in the main electrical room within the building. The switchboard will be service-entrance type and rated for 4000 amperes. It will include a main circuit breaker, electronic metering and feeder circuit breakers as required to serve the building.

Main Service Switchboard The main service distribution switchboard will have 4000 ampere rated copper bus and

4000 ampere main circuit breaker. The main circuit breaker will be an individual, “fixed-mount” type and have long time, short time, instantaneous and ground-fault tripping characteristics. The feeder circuit breakers will be electronic type with similar tripping characteristics as the main device, however, ground-fault protection will only be as required by the National Electrical Code (NEC). The operating voltage of the main switchboard will be 480/277 volts, three phase, four wire and the switchboard will be constructed to JLAB requirements. Refer to the single line diagrams for more information.

The main switchboard will serve appliance, lighting and power distribution panels as

required supporting the facility. In addition, the switchboard will serve multiple dedicated distribution panels for power to the cleanroom HVAC units. Also, this switchboard will serve the existing building loads to remain, as well as, provide normal power to the life-safety and mission critical automatic transfer switches. Existing loads within the Test Building to remain in operation are the Test Cave, VTA, and the associated control rooms. In addition, power to existing Building 59 as well as the new acid treatment facility will originate from this proposed switchboard.


laboratory, mezzanine and highbay areas of the first floor in order to serve the proposed 480 volt loads in these areas. These distribution panelboards will be fed from the main service distribution switchboard at a utilization voltage of 480/277 volts, three phase, four wire. These panels will also provide power to all laboratory loads and to local step-down transformer(s) to feed appliance panelboards in the same areas. Power loads within the laboratories will consist of electron beam welder (EBW), 450-ton press, electrical experiment racks, welders, pallet chargers, CNC machine, brazing furnaces and motor operated roll-up doors. Similar to the design for the TED Building, it is proposed that these distribution panels be integrated with the appliance and lighting panels as well as the step-down transformers into “integrated power



centers (IPC)”. These IPC units integrate all of the equipment noted above into a common, free-standing enclosure promoting efficient use of space and reducing the overall footprint of the electrical distribution equipment located throughout the laboratory and machine areas.

Lighting Panelboards Lighting panelboards will be located on the mezzanine area in the main electrical

equipment spaces as required to serve the proposed lighting system. These lighting panelboards will be fed with 480/277 volt, three phase, four wire utilization voltage and serve the luminaires located throughout the mezzanine, highbay and laboratory areas of the building.

In order to maximize energy efficiency within the building, it is proposed that the

lighting panelboards consist of remote controlled, motor-operated circuit breakers similar to the Square D Company, Powerlink system. This system allows for individual control of each branch circuit breaker within the lighting panels based on a time schedule as determined by JLAB. This system will de-energize the lighting branch circuits based on this schedule to maximize energy efficiency. Local occupancy sensors, switches and photocells will be incorporated into the design; however, this system will offer the opportunity to maximize energy usage and extend lamp life. Refer to the lighting section for additional information.

Appliance Panelboards Branch circuit appliance panelboards will be located throughout the facility in electrical

rooms, on the mezzanine and adjacent to laboratories as required to serve these loads. These panelboards will be fed from appliance distribution panelboards via step-down transformers, which will reduce the 480 volt primary power to an appliance utilization voltage of 208/120 volts, three phase, four wire. These main appliance distribution panelboards will be located in the main and local electrical rooms as required to serve the building loads. Each step-down transformer will be located in the electric closet adjacent to the appliance panelboards which it serves. These panelboards will serve normal power receptacles and small appliances located within the administrative, employee support and laboratory building areas. Appliance panelboards that serve primarily electronic equipment loads will incorporate 200% rated neutral buses to assist in mitigating harmonics and be labeled suitable for service to non-linear loads. These panels will be incorporated throughout the first floor electronic laboratory areas.

Emergency/Standby Power Emergency/Standby power to the building will be provided by a dedicated prime

mover rated for 480/277 volt, three phase, four wire building utilization power. The generator fuel source may be either diesel or natural gas; however, the use of natural gas may not be feasible as it may be considered an “interruptible source” by the local authority having jurisdiction (AHJ) and not be allowed to serve life-safety loads. The generator capacity will be based on serving the building life-safety loads and those loads deemed “mission critical” by JLAB. Typical mission critical loads may be the computer systems, high-purity water system, acid treatment system, process chilled water system, gas systems and the building heating system. These loads will be



defined by the JLAB personnel as the project scope develops. Refer to the single line diagrams.

The generator will be located outside on grade within a non-walk-in, sound-attenuated

enclosure located adjacent to the electrical room and pad mount transformer. If the generator fuel source is diesel, the base of the enclosure shall surround an integral skid-mounted, double wall integral fuel tank with a capacity of fuel for 24 hours of continuous operation at full load output. The fuel level and leak detection system will be locally and remotely monitored via dedicated generator alarm annunciating/indicating panel system. In addition, the generator enclosure will have fire initiation devices, i.e. heat detectors, pull stations, which will remotely annunciate on the building’s fire alarm system to indicate a fire condition in the generator enclosure.

The generator will be equipped with a main electronic type circuit breaker which will

feed an emergency main power distribution panel located in main electrical room inside the building. In addition, the generator main circuit breaker will also be equipped with a Ground Fault Sensing Coil (GFSC) as required by the National Electrical Code (NEC). This coil will detect a ground fault occurrence on the generator; however, it will not cause the circuit breaker to trip. In the event that a ground fault condition is sensed by the coil, a list of instructions will be permanently affixed in the emergency power electrical room detailing what measures to take to rectify the problem.

A main emergency power distribution panel will be specified for the distribution of the

generator power to the automatic transfer switches. This panelboard will be located in the main electrical room and have voltage characteristics of 480/277 volts, three phase, four wire. Branch circuit breakers will be electronic type and the breaker trip units will have short-long-instantaneous protection characteristics.

In order to provide both normal and emergency power to the mission critical

laboratory areas, along with the associated mechanical support equipment for these spaces, automatic transfer switches will be utilized. These automatic transfer switches will be capable of monitoring both the normal and emergency power sources and automatically transfer the critical loads between these sources based on availability and integrity of the source. In addition, these automatic transfer switches will be designated to specific critical loads and sequenced to transfer the loads to the emergency generator in an orderly fashion. Also, the transfer switches shall serving the laboratory appliance, lighting and telecommunications systems will be bypass-isolation type, which will allow for routing of the emergency and normal power sources around the automatic transfer equipment in lieu of a switch problem or for routine switch maintenance.

A dedicated automatic transfer switch will be designated to serve the life-safety loads

located within the building. These loads include emergency and egress lighting, exit lighting, elevator lighting and cab controls, the fire alarms, telecommunication and access control systems. This switch will serve a dedicated life-safety normal/emergency power distribution panel rated at 480/277 volts, three phase, four wire which in turn will serve several life-safety lighting and appliance branch circuit panelboards strategically located throughout the building.



Additional automatic transfer switches will be dedicated to serve normal/emergency power distribution panels which will serve 480/277V and 208/120V laboratory mission critical loads, process piping systems, “specialty” water systems, acid neutralization equipment, heating systems, selected receptacles, computer systems and appliances in other areas of the building.

6.3.5 Test Building 58 Renovations

The existing Test Building 58 is approximately 80,000 square feet in size and consists

of a main highbay area with a two-story administrative addition along the west face. Based on the 2003 and 2006 building assessment narratives provide by JLAB, it has been recommended that the existing secondary distribution system located throughout the building be replaced in its entirety due to existing equipment age, condition and location. In addition, these reports have also recommended removal of all existing abandoned cabling and equipment located throughout the highbay area.

Some of the work recommended by the narratives has been addressed by JLAB under

more recent electrical upgrade projects. For example, as previously noted herein, the existing 15kV exterior switchgear has been replaced with modern equipment under a 2006 project. In addition, existing main distribution switchboards SWBD #1 and SWBD #2 have also been replaced with new distribution switchboards within the last several years. However, JLAB has requested that the existing loads served by these switchboards be separated under this project scope between mechanical and laboratory loads to minimize the potential of harmonics from the mechanical loads affecting the electrical services to the laboratories.

During the brief survey of the existing conditions, it was noted that the preliminary

extent of existing electrical equipment to be removed consisted of the following:

Twenty-one (21) 100 ampere, 208/120 volt appliance panelboards Twenty-three (23) 225 ampere, 208/120 volt appliance panelboards Twenty (20) dry-type, step-down transformers (floor and trapeze mounted) Seven (7) 600 ampere, 480/277 and 208/120 volt distribution panels Four (4) 600 ampere, 480 volt motor control centers

Prior to the demolition of the equipment noted above, power to several existing areas

is required to be relocated to another source in order to maintain present building operations. The existing areas that are to remain in operation are the Test Cave, Vertical Test Area (VTA), the associated control rooms, overhead cranes and warm window test area. In addition, power services to Building 57 (Cryo) motor control center and Building 59 (Maintenance and Storage) all need to remain in operation during Building 58 renovations. It is proposed that the electrical service to these areas be relocated to the electrical distribution proposed for the addition. JLAB shall provide additional direction if existing Building 59 is to be connected to the proposed distribution system or if the building is to be demolished upon completion of the renovations. Refer to the preliminary single line diagrams for the new addition.

Power Distribution – Existing Conditions Primary power to the existing Test Building originates from the existing 15kV primary

switchgear located along the west face of the existing building. This primary



switchgear lineup has been recently replaced and consists of multiple fused load interrupter switches with available capacity for future connections. Several of the existing load interrupter switches serve the Test Building via multiple pad mount transformers (Unit Substations 1, 2 and 3) which reduce the primary 12.47 kV service voltage to a utilization voltage of 480/277 volt, three-phase. These transformers have been recently serviced and are in good condition per JLAB. As noted above, the secondary switchboards #1 and #2 have been recently replaced with new equipment and shall be maintained to the extent practical. Switchboard SWBD #3 has been removed and the existing switchboard backbox is presently used as a pullbox serving the existing motor control center located in Cryo Building 57.

Based on discussions with JLAB, the existing secondary conductors presently installed

between the pad mount unit substation transformers #1 and #2 and the new switchboards in the basement are the original conductors provided under the original building construction project in the late 1960’s. Due to the age of these conductors, JLAB personnel have requested that these conductors be replaced under this proposed project scope. Refer to the single line diagrams for this work.

Existing switchboards SWBD #1 and SWBD #2 are located in the basement

mechanical room and serve both laboratory and mechanical equipment loads located throughout the existing building. In addition, these switchboards also provide power to Building 59, the North addition and the adjacent acid treatment facility. These switchboards also serve the existing basement chiller plant (chillers CH-3 and CH-4) which provides chilled water to the EEL, CEBAF and the linear accelerator buildings.

Former SWBD #3 is presently fed via existing pad mount transformer Substation #3

located in the west electrical yard and acts as a pullbox for the secondary feeder serving the existing motor control center (MCC-CTF) located in Cryo Building 57. This existing feeder is routed from the basement mechanical room, through the existing partial tunnel system located beneath the main highbay area, through the existing perimeter wall and into Building 57. The proposed renovations in the basement mechanical room may impact the location of this feeder. Therefore, it is proposed to relocate the feeder for the motor control center from the west side of the Test Lab to originate from the east side new distribution system. Refer to the single line diagrams.

Switchboard SWBD #5 and associated distribution equipment were provided under the

recent chiller plant upgrades and shall remain where presently installed in the basement mechanical room. This switchboard primarily serves new chillers CH-1 and CH-2 and their associated cooling towers and pumps. The primary service for this switchboard originates from the existing 12.5 kV CEBAF Master Switchgear located within the linear accelerator site.

Existing standby power for the building is accomplished via an existing natural gas

driven generator located in the existing exterior electrical yard. The generator is manufactured by Generac and is rated for 65kW/81.25kVA at a distribution voltage of 208/120 volt, three-phase. Standby power is distributed from the generator via underground conduit to an automatic transfer switch and associated distribution panelboard (E-100) located underneath the exterior gas cylinder storage area. The generator presently serves the RO water system pumps, scrubber exhaust system, strategically located highbay luminaires and specific receptacles located throughout



the building. Emergency and egress lighting is accomplished via battery pack units. Per JLAB, the existing generator is old and in poor condition.

Power Distribution – Proposed Modifications As noted previously, the existing secondary conductors between pad mount unit

substations #1 and #2 and switchboards SWBD #1 and #2 will be replaced with new conductors using the existing conduits. These conductors will be copper, rated for 600 volt and be sized to match existing ampacity.

Existing switchboards SWBD #1 and SWBD #2 will remain and continue to serve the

existing mechanical loads to remain in the existing basement. Based on the proposed mechanical system upgrades, existing chiller CH-3 will be removed along with the associated pumps. A new exterior central chiller plant will be located along the south end of the campus adjacent to the proposed cooling tower plant. The space vacated by chiller CH-3 will be used for the proposed process chilled water systems that will provide cooling water for the addition and renovations to Building 58.

The proposed central chiller plant power will originate from the proposed substation

designed to serve the new cooling towers as designed by JLAB. A new 1,600 ampere, 480/277 volt, three-phase secondary feeder will originate from new switchboard TL-100 and serve secondary distribution located within the proposed chiller building. The new distribution switchboard located within the chiller building will consist of a “fixed-mounted” main circuit breaker, electronic metering and grouped mounted feeder devices. Power to support the proposed chiller and associated pumps will originate from this switchboard.

Many of the existing chilled water pumps will be replaced with new variable speed pumps in order to maximize system efficiency and conserve energy. Service to these pumps will originate from existing motor control center MCC-1B located in the basement mechanical room. New combination disconnect/starter units and circuit breaker “buckets” will be provided in the existing motor control center to serve these loads. The mechanical system narrative recommends replacement of the existing constant speed heating water pumping system with new variable pump units to maximize system capacity and efficiency. Service to these new pumps as well as the existing boilers will originate from a new motor control center located on the first floor boiler room. This motor control center will replace existing MCC-NM which was installed under the original project scope and is in poor condition. The new motor control center will be fed from one of the existing feeder circuit breakers in SWBD #1 made spare due to demolition work. Power distribution to the laboratory areas and assembly spaces will originate from existing switchboard SWBD #2. Service to the north addition is presently served from this switchboard and shall remain. Refer to the single line drawings. As noted above, existing SWBD #3 pullbox will be removed in its entirety along with the feeder serving the motor control center located in Building 57. The existing spare substation located in the Test Lab electrical equipment yard will be relocated to the east side of the Test Lab and a new secondary ductbank consisting of six (6) 4” PVC



conduits will be designed from the relocated pad mount transformer to Cryo Building 57 to serve the motor control center. Refer to the single line diagrams.


laboratory, mezzanine and highbay areas of the first floor in order to serve the proposed 480 volt loads in these areas. These distribution panelboards will be fed from existing switchboard SWBD #2 at a utilization voltage of 480/277 volts, three phase, four wire. These panels will also provide power to all laboratory loads and to local step-down transformer(s) to feed appliance panelboards in the same areas. Power loads within the laboratories will consist of electrical experiment racks, welders, pallet chargers, air curtains, dock levelers, bailer, trash compactor and motor operated roll-up doors. Similar to the design for the TED Building, it is proposed that these distribution panels be integrated with the appliance and lighting panels as well as the step-down transformers into “integrated power centers (IPC)”. These IPC units integrate all of the equipment noted above into a common, free-standing enclosure promoting efficient use of space and reducing the overall footprint of the electrical distribution equipment located throughout the laboratory and machine areas.

Lighting Panelboards Lighting panelboards will be located on the first floor area in the electrical equipment spaces as required to serve the proposed highbay lighting system. In addition, lighting panels will be located on the first and second floors of the existing administration building as required to serve the lighting loads. These lighting panelboards will be fed with 480/277 volt, three phase, four wire utilization voltage and serve the luminaires located throughout the highbay and laboratory areas of the building. In order to maximize energy efficiency within the building, it is proposed that the lighting panelboards consist of remote controlled, motor-operated circuit breakers similar to the Square D Company, Powerlink system. This system allows for individual control of each branch circuit breaker within the lighting panels based on a time schedule as determined by JLAB. This system will de-energize the lighting branch circuits based on this schedule to maximize energy efficiency. Local occupancy sensors, switches and photocells will be incorporated into the design; however, this system will offer the opportunity to maximize energy usage and extend lamp life. Refer to the lighting section for additional information. Appliance Panelboards Branch circuit appliance panelboards will be located throughout the facility in electrical rooms and adjacent to laboratories as required to serve these loads. These panelboards will be fed from laboratory distribution panelboards via step-down transformers, which will reduce the 480 volt primary power to an appliance utilization voltage of 208/120 volts, three phase, four wire. Each step-down transformer will be located in the electric closet adjacent to the appliance panelboards which it serves or directly adjacent to the panel when located within the laboratory assembly areas. These panelboards will serve normal power receptacles and small appliances located within the administrative, employee support and laboratory building areas. Appliance



panelboards that serve primarily electronic equipment loads will incorporate 200% rated neutral buses to assist in mitigating harmonics and be labeled suitable for service to non-linear loads. Emergency/Standby Power Emergency/Standby power for the renovation portion of Test Building 58 will originate from that emergency/standby power distribution system provided under the new addition. Loads requiring emergency power other that the life-safety loads for the renovation areas will be determined by JLAB. Refer to electrical drawing E-7.

6.3.6 General Electrical Materials and Methods

Feeder and Secondary Service Power Cabling Primary medium voltage cabling rated for 15 kV will be ethylene-propylene rubber

(EPR) with 133% insulation level and 105 degree C rating to match existing campus standard. Cable conductor size will be 750-kCMIL copper.

The main power feeders and secondary power cabling from the utility pad mount

transformer will be rated for 600 volts and consist of type THW wire, utilizing copper conductors. Cabling larger than American Wire Gauge (AWG) size #10 shall be stranded type and #10 and smaller will be solid conductor type. This type of cabling will typically be used to distribute 480/277 volt and 208/120 volt utilization power from the utility transformer, emergency generator, power distribution panels, step-down transformers and appliance panels. These conductors will typically be installed in electrical metallic tubing EMT conduit when run within the building. Conductors originating in the utility pad mount transformer and the emergency generator will be installed in an underground ductbank consisting of Schedule 40 polyvinyl-chloride (PVC) conduits encased in concrete. Rigid steel conduit will be used for ductbank conduits entrances into buildings and pad mounted equipment as well as for feeders and branch circuits exposed to damp/wet environments or where subject to potential physical abuse (tunnels).

Minimum conduit sizes will be as follows based on types noted above:

5” for medium voltage power (15 kV) ductbanks 4” for communication and low voltage power (600 volt) ductbanks 1” for voice/data communication outlets ¾” for low voltage power (600 volt) branch devices

As an alternate to the copper feeder conductors, it is recommended that JLAB consider

the use of “Stabiloy” aluminum conductors in conduit for feeders with wire sizes #2/0 AWG (American Wire Gauge) or larger. Typically, the Stabiloy product offers substantial savings over the copper conductors and has the same electrical and performance characteristics.

Branch Circuit “Homeruns” Conductors serving the branch circuit homeruns to local panelboards will use 600 volt

single solid copper THHN type conductors. Conductors sized #10 AWG and smaller



shall be solid copper conductors. These conductors will be installed within EMT conduit where allowed by the National Electrical Code, except within mechanical, electrical and warehouse areas below 10 feet above the floor and when installed within areas where the cable is subject to physical damage, rigid steel conduit will be used.

Where installed in damp, wet or exterior locations, Intermediate Metal Conduit (IMC)

or Rigid Steel will be used. Branch Circuit Cabling Metal-Clad, type MC, cable will be utilized for branch device and lighting fixture wiring.

Type MC cable will be 600 volt rated with solid copper conductors, insulated green ground conductor and steel armor shield, with a dedicated neutral conductor as required per the project specifications. Type MC cable shall be used for both emergency (non life-safety loads) and normal power branch circuits throughout the building where allowable by code. Multiple MC cables will be collected in wire troughs and branch circuit homeruns will be extended to the panelboards in EMT conduit as noted above.

Branch circuits serving life-safety loads (emergency/egress lighting) will be run in

metallic raceways i.e. electric metallic tubing (EMT). Equipment Insulated Ground Conductor An insulated equipment ground conductor sized in accordance with NEC will be

installed with all feeders and branch circuits. The conduit system will not be used as the sole grounding pathway.

Lighting and Appliance Panelboards Branch circuit panels will be dead front type with bolt on circuit breakers. They will

have hinged door and cover construction, suitable for either recessed or surface mounting. Panelboards will have copper buses, ground bus bar and 100% rated neutral bus bar. Panelboards serving primarily non-linear electronic type loads will have 200% rated neutral bus and be specifically labeled for service to non-linear loads. Typically, each panelboard will have a main circuit breaker. In addition, each panelboard will have a minimum capacity of 25% spare circuit breakers and be provided with a neatly typed panelboard schedule.

As previously noted, it is proposed that the normal power lighting panelboards contain

integral motor-operated branch circuit breakers for control of the building normal and site lighting. These panels will consist of “master” and “slave” panels where a single master can control up to three (3) slave panels. Each master panel will have an integral PLC controller that will be capable of controlling all the branch circuit breakers in accordance with the programmable time schedule developed with JLAB. Each master panel will be connected to a lighting control system “network” that can be configured to use the telecommunications system backbone for communications. Additional information will be provided under the next design phase.



Wiring Devices Receptacles and switches will be UL listed, “heavy-duty” type. Device faceplates will

be 302-type stainless steel with a No. 4 finish. Receptacles served with emergency power system will have a red yoke and those fed from the normal power system will have an ivory yoke. Ground Fault Circuit Interrupters (GFCI) receptacles will be provided in accordance with the NEC when installed within 6 feet of a water source (i.e. sink). Specialty power receptacles (pin and sleeve, twistlock) will be provided for specific equipment as identified by the tenants for equipment such as welders. All branch circuit devices will be permanently labeled with panelboard name and branch circuit number.

Branch Circuit Wiring Methods Multi-wire branch circuit homeruns utilizing shared neutral conductors will be utilized

for non-dimming lighting and pre-wired furniture systems power whips only. In general, all appliances, computer, equipment and dimmable lighting branch circuits will have dedicated neutrals. All branch and feeder circuits will be provided with an insulated ground conductor.

Voltage Drop Branch circuit conductors will be sized as required to minimize the voltage drop to maximum 3%. Feeder conductors will be sized to limit the voltage drop in both feeder and branch circuits to maximum 3%. Motor Electrical Rating and Types All motors one-half horsepower and greater will be 460 volt rated, three phase and specified as premium efficiency motors. All motors controlled by variable frequency drives will be inverter duty rated motors with higher insulation characteristics as specified by the mechanical engineer. Standard, non-VFD motor control will be controlled by combination starters with integral motor circuit protectors (MCP) with solid-state electronic overloads installed within motor control centers or as stand-alone units. Variable frequency drives and associated filters will be furnished by the mechanical contractor and installed and wired by electrical contractor. To mitigate harmonics generated by variable frequency drives, the drives will be provided with AC line reactors and DC link reactors or with a combination AC reactors and DC link reactors and trap filters as required by IEEE 5119. Therefore, the electrical contractor will also install and wire the associated line reactors, broadband and output filters typically associated with the VFD.

6.3.7 Grounding An electrode ground system will be provided for each facility in accordance with the requirements of the National Electrical Code (NEC). The grounding system will consist of the underground water pipe, steel frame of the building, the steel reinforcing bars in the floor slab and made electrodes, all bonded in accordance with the NEC.



The primary ground point will consist of a ground ring with 3/4-inch, 10-foot long copper-clad steel electrodes as required to properly ground the outdoor electrical distribution equipment and the emergency generator set. The resistance to ground will not exceed 25 Ohm as required by the NEC. Each set of electrodes will be bonded to the electrical distribution system main ground bus and to the building metal frame. In addition, a ground loop will be provided around the perimeter of the building and will consist of a direct buried #3/0 copper conductor and 3/4-inch, 10-foot long copper clad electrodes located at a maximum of 60 foot intervals along the perimeter and at each corner of the building. The resistance of this loop to ground will not exceed 25 Ohms. Each set of electrodes will be connected to building metal frame, the rooftop lightning protection system and main electrical ground bus. The ground bus in main normal and emergency distribution equipment will be bonded together and connected to all ground electrodes mentioned above.

A copper ground bus will be provided at each telecommunications room and each room

housing fire alarm and access control system equipment. Ground buses will be solid copper with 2 inch heights and ¼ inch thick. Ground buses will be surface mounted on insulators.

Based on discussions with the tenants, a laboratory grounding system will be provided

throughout the electronics laboratory and highbay areas located with the TED Building to provide a “common” reference ground within these spaces. In addition, the ground buses are necessary for the welding stations. Thus, dedicated ground buses will be strategically located within these areas and consist of solid copper bars with minimum 2inch height and ¼ inch thick dimensions installed on insulators.

Many of the laboratories where discrete electronics (circuit boards) are used will use

Electro-static Discharge (ESD) type flooring materials. Where these materials are used, the flooring system will include a either a grounding mesh or copper bonding strap that will require a connection to either building steel or the laboratory ground buses mentioned above. In these labs, a dedicated #10 AWG ground conductor will be provided from the mesh or strap to either building steel or the ground bus.

6.3.8 Lightning and Surge Protection

A lightning risk assessment will be performed at each facility location in accordance

with the requirements of NFPA, Article 780. The outcome of this assessment will determine the risk value to be assigned to the facility. Upon completion of the assessment, a recommendation will be made whether or not a lightning protection system is required for the building. If a system is deemed necessary, a lightning protection system will be provided under the scope of work for this project in order to obtain a “Certificate of Compliance” from UL. In addition, the requirements for this system will be addressed with the JLAB insurance underwriter as they may have additional system requirements.

Transient Voltage Surge Protectors (TVSS) devices will be provided in the main normal

and emergency power switchboards and main normal and normal/ emergency power distribution panels as required to provide a minimum of two-levels (two Tiers) of surge protection for the electrical distribution systems as recommended by IEEE. Depending



on the electrical distribution equipment manufacturer, the surge protective devices may installed integral to the distribution switchboards and panels which they protect.

6.3.9 Lighting Application and Design

Design Criteria Illumination design criteria for the exterior and interior of the facility will be based on

recommended standards per the Illuminating Engineering Society (IES) and good engineering practice.

Lamping Criteria Luminaires will use energy efficient linear fluorescent T5, T8 and T5H0 lamps and

compact fluorescent lamps with a lamp color temperature of 3500 Kelvin and have a minimum Color Rendering Index (CRI) rating of 82. High Intensity Discharge (HID) lamps will utilize metal-halide sources which produce a bluish-white light. Fluorescent lamps will have a minimum lamp life rating of 24,000 hours and metal-halide lamps will have a minimum lamp life of 20,000 hours. The use of incandescent lamp sources will be limited to accent illumination for architectural and other building design elements.

In order to maximize energy efficiency, it is proposed that accent luminaires utilize

Light Emitting Diode (LED) lamp sources where applicable. Typically, the LED sources have a lamp-life of 100,000 hours of operation and are presently available in multiple color options.

Ballast Technology Fluorescent luminaires will utilize solid-state electronic ballasts with a Total Harmonic

Output (THO) rating of less than 10%. Where required, dimmable fluorescent luminaires will also use solid-state electronic ballasts with 5-100% dimming range capability. In addition, metal-halide luminaires will utilize solid-state electronic ballasts. Compact fluorescent ballasts will incorporate “end-of-life” technology to protect both the ballast and lamp sockets from overheating due to lamp failure.

Illumination Criteria Illumination levels for interior areas of the facility will be based on the latest design

criteria from the Illumination Engineers Society (IES) which recommends the follow: Private Office 50 Footcandles Average * Open Office Workstation 30 Footcandles Average * Conference Rooms 50 Footcandles Average Corridors/Circulation Spaces 20 Footcandles Average Computer Server Rooms 50 Footcandles Average Laboratories 75 Footcandles Average Highbay 50 Footcandles Average* Loading Dock (Interior) 50 Footcandles Average Telecommunication Rooms 30 Footcandles Average Electrical/Mechanical Rooms 30 Footcandles Average



Areas indicated above with an asterisk (*) will have local task illumination to increase the average maintained footcandles to 70fc along the work surface. Task illumination within the highbay area will require additional design effort to determine actual locations.

Exterior site illumination will be based on the following design criteria from IES

measured at the ground:

Parking Lots 2.5 Footcandles Average Drive Lanes 1.2 Footcandles Average Building Entrances 5.0 Footcandles Average Loading Dock Platforms 10 Footcandles Average Sidewalks 1.0 Footcandles Average

The uniformity ratio of average to minimum lighting levels in the parking lot and drive lanes will be based on the IES recommendation of 4 to 1.

Luminaire Types Illumination within the clean room laboratory areas will be accomplished via the use of

recessed fluorescent luminaires with acrylic prismatic lenses with triple-gaskets. An open ceiling system is planned for the first floor electronic and laboratory areas

within the TED Building. The luminaires anticipated for these areas will be surface mounted to a structural grid system located approximately 12 feet above the finished floor. These luminaires will incorporate multiple T5 linear fluorescent lamps, low-glare diffusers and wireguards to prevent damage.

Lighting within private office and corridor areas will be accomplished via fluorescent

luminaires with a volumetric-type or parabolic reflector with integral direct/indirect lighting components.

Open office areas with landscape workstation furniture systems shall utilize

indirect/direct linear fluorescent luminaires suspended from the ceiling system via an aircraft cable system. These luminaires will utilize multiple T5 linear fluorescent lamps per every 4 foot of length and incorporate a perforated bottom diffuser providing approximately a 20/80 indirect/direct light output due to the open ceiling system proposed for these areas.

Task luminaires for the workstations will consist of local plug-in type lamps using a

Light Emitting Diode (LED) type lamps source with an approximate energy consumption of 10 watts.

Direct/indirect fluorescent luminaires suspended from the ceiling system via an aircraft

cable system will be used within conference and computer training rooms. In addition, recessed compact fluorescent downlights and wall-washers will be incorporated into the lighting layouts within these areas to provide additional illumination on wall surfaces, marker boards and display areas.

Accent and display illumination adjacent to feature areas and selected wall for artwork

will use recessed downlights and wallwashers with LED lamp sources as applicable to the application.



Computer rooms will be illuminated via the use of recessed fluorescent luminaires with parabolic diffusers which will minimize glare on CRT screens.

Illumination within utility type space such as electrical, mechanical and janitor rooms

will be accomplished with industrial fluorescent luminaires with an 8% uplight component.

Highbay illumination will be accomplished with high-bay luminaires which have

multiple high-output fluorescent lamps, clear acrylic lenses and wireguard protection. These luminaires will be suitable for highbay applications and use multiple T-5 HO lamps. The advantage of these types of luminaires over the traditional high-intensity discharge (HID) lamp sources is that the fluorescent lamps are not affected by voltage anomalies and are “instant on” sources. In the event of an electrical distribution system voltage sag/surge or momentary power interruption, the HID sources will shut down and require a cool down cycle before turning back on. The fluorescent sources will immediately return to full brightness upon the restoration of power. In addition, multiple ballasts will be incorporated into these luminaires to offer multiple lighting levels (high/low) within the highbay areas.

Exit signs shall utilize Light Emitting Diode (LED) lamp technology, have a twenty-five year life and utilize less than 7 watts of energy per face. Exterior building mounted, walkway and parking illumination will be accomplished via luminaires utilizing metal-halide lamp technology. Lighting Controls In general, most areas will controlled via local switches. However, dual technology occupancy sensors will be utilized in all private offices and toilet rooms to maximize energy efficiency. A building-wide remote controlled circuit breaker lighting control system will be incorporated into the lighting control scheme as previously described. In lieu of this system, local lighting contactors connected to a programmable timeclock may be utilized to control the lighting within the public corridors in order to eliminate multiple local switches. Daylighting controls will be incorporated into the overall building lighting control system within the TED Building, specifically on the second floor administrative area due to the availability of natural light. Perimeter luminaires in these areas will be separately circuited to the lighting control system. Interior photocells will be strategically located along the building perimeter and control these perimeter luminaires. If the photocells detect sufficient natural light through the windows, they will send a signal to the lighting control system to turn off the perimeter row of luminaires. The system will contain an integral time delay to prevent nuisance switching of these luminaires during cloudy days. Outdoor lighting luminaires will be controlled via integral photocells and central timeclock if a building-wide lighting control system is not used in the design.



6.3.10 Access Control System The access control system will be developed subsequent to further discussions with

JLAB and in accordance with the existing campus standard. The new system will have to communicate with the existing campus access control system which presently annunciates in the guard shack.

The System will include a central processing unit (CPU) with monitoring and control

peripherals, hard copy printers, and both fixed and removable magnetic media. The system main server may be incorporated into the nearest telecommunications room as identified by JLAB.

The Access Control Data Gathering Panels will be strategically located in the buildings

within the electrical and telecommunications rooms. The system panels will have the capability of independent decision making through a database down loaded from the CPU while simultaneously communicating with the CPU.

Remote card readers will be located in the places designated by JLAB; however, based

on preliminary discussions with JLAB the card readers will primarily be located on the building perimeter doors. An LED on the front surface of the reader will indicate to the user that the card or tag presented to the card reader has been read. An audio beep tone to indicate that the card has been read will be available as an option. No system compromise will be possible from circuitry located within card reader unit. All critical circuitry will be located within access control data gathering panels. The card readers will be capable of operating up to 500 feet from the access control data gathering panels.

Card readers will be connected to the assigned access control data gathering panel

and will communicate with CPU via intelligent access control data gathering panels. The CPU and the access control data gathering panels will control the remote card readers by comparing the time and location of any attempted entry with information stored in the memory. When a card is used, access will be granted only when it has a valid number, it is valid for the current time zone or in an alternate time zone. When all conditions have been satisfied, a signal to the door hardware will instantly enable access at that location. A printout of the card number, time, and card reader number will be made. If access is not granted for any reason, a panel indicator will illuminate and the screen will display the card number, time, reader number, and a message in English stating the reason for rejection. The CPU will constantly poll all card readers. If a card reader is disabled (cut cable, etc.) an alarm condition will be reported audibly and visually. A disabled card reader will cause a printout showing the time, card reader address, and a message indicating that the card reader is disabled. A report will be made when the reader becomes active again. In the event of CPU or communications failure, the multiplexer will continue to operate the system, log events in memory buffer and upload the logged events to the CPU when it comes back on line.

The system will interact with door hardware in order to allow for access. Electrical

door hardware will include electric locks, strikes, electromagnetic locks, door position contact, delayed egress systems, motor operators, and turnstile/revolving door operators. Every door with electrical hardware will be equipped with Request to Exit (REX) device and power supply unit. Electrical door hardware will be controlled via



security system individually or on an automatic schedule and will interface with building fire alarm system to control operation of the selected doors in case of fire.

Presently, the need does not exist for a Closed-Circuit Television (CCTV) System and,

as such, this system will not be included under this project scope. Wiring Typical cabling for security field devices will be as follows:

Card Reader - #18AWG 6-conductor stranded shielded cable. Door magnets, maglocks, strikes, solenoids, turnstiles and door operators -

#16AWG 4-conductor stranded shielded cable. Door Contact - #22AWG 4-conductor stranded cable. All security cabling will be installed in EMT conduits inside the buildings and in

PVC concrete encased underground conduits on the site. Cabling to the cameras located outside on the building will be installed in rigid steel conduit.

6.3.11 Intercommunications System

A building-wide intercommunication system will be provided within the existing Test

Lab building and addition for communication within the clean room suites, vertical attachment areas and similar areas as identified by the tenants. The system will consist of a central exchange cabinet, master and remote stations allowing for two-way communication between all stations.

Each station will have integral alpha-numeric keypad for dialing other stations as well

as “speed dial” buttons. In addition, the system will have the capability to program “default” communications between specific stations, reducing the dialing requirement.

A master station may be located within the guard booth for emergency conditions. Further device locations and system capabilities are required from the tenants. This

information will be provided under the next design package.

6.3.12 Telecommunications System A passive infrastructure cabling system will be designed to provide a pathway for

telephony, Ethernet and other similar communications systems to serve the day to day facility operations and to tie into the existing campus communications system. This system will consist of multi-strand fiber optic and unshielded twisted pair (UTP) copper cabling, equipment racks, patch panels, terminal blocks and other associated termination components to form the infrastructure system. In addition, a system of conduits, cable tray and cable “hooks” will provide the physical pathways for routing of this system between telecommunication closets and each point of use location.

General System Characteristics and Overview The passive infrastructure portion of the telecommunications system will be developed

in strict accordance with the requirements of the JLAB telecommunications group. The active infrastructure system will be provided by JLAB for the TED Building in



accordance with their specifications and standards. The active system components may consist of the network servers, Ethernet core switches, routers, wireless access points (WAP) and other associated active equipment.

System Architecture Based on discussions with JLAB, a future campus wide project is anticipated to create

a campus loop for distribution of network and telephony services via main fiber optic and copper backbone cabling to the entire campus. Presently, the existing demarcation equipment from the local access provider is located in the existing data center on the second floor of the CEBAF, F-wing building. All campus fiber optic and copper backbone cabling originates from this building and distributes throughout the north campus and over to the linear accelerator via an underground ductbank and manhole system. The proposed campus loop system will create a new system of underground pathways that will encircle the existing campus and relocate the network active components from each building to strategically located communication huts. The goal of this approach is to allow for campus upgrades to occur with minimal impact to the campus communications systems by moving the backbone beyond the main buildings and future construction zones. This project is anticipated to commence in 2013; however, the proposed location of the TED building will impact the existing communications ductbank system as mentioned herein.

Based on the proposed location of the TED Building, it appears that the existing main

communication conduits originating from Jefferson Avenue and terminating into the Test Building 58 may be impacted. Presently, these conduits terminate into the existing second floor main communications room which, in turn, connects into the main data center located in CEBAF Center. Under the scope of this project, these conduits may have to be relocated to make way for the new building. In subsequent discussions with JLAB IT personnel, it appears that the two conduits from Jefferson Avenue may be abandoned utility cabling and may be able to be removed. JLAB will confirm and provide information for incorporation into the next design phase.

In order to provide networking services to the TED Building, a system of underground

ductbanks and similar type raceway systems will be required between the Main Telecommunications Equipment Room (MDF) and the proposed communication hut. Extension of the networking services to the TED Building will be accomplished via an underground ductbank with four (4) 4” polyvinyl-chloride (PVC) Schedule 40 conduits encased in reinforced concrete envelope from the communications hut to the MDF room. Two (2) textile innerducts (Maxcell) consisting of three (3) 3-inch sleeves each will be located in two of the conduits for installation outside plant (OSP) cabling from the communications hut to the TED Building. Refer to the drawings for proposed ductbank locations.

Based on discussions with JLAB, the active infrastructure system will operate on an

Ethernet-based platform in accordance with their current standards. In addition, the use of “Voice over Internet Protocol” technology may be incorporated into the design of this building; however, the present campus telephony system consists of a central Private Branch eXchange (PBX) switch which will be maintained and expanded to the TED Building. Thus, it will be necessary to provide riser infrastructure for both voice and data services.



Distribution of the passive infrastructure system to the entire building will “radiate” from the MDF to local telecommunication closets, strategically located in accordance with the Telecommunications Standard for Buildings, EIA/TIA. This cabling philosophy will utilize a Star Topology where the MDF is the central point and the telecommunication closets are the “point” outward from the center. The EIA/TIA standard defines the telecommunication closet requirements for locations based on floor plan size, program usage and cable distance limitations.

As noted above, the central fiber optic patching room between the north campus and

the linear accelerator is located in Test Building 58. In order to minimize the impact of the renovations to Building 58 and the construction area along the west side of this building, JLAB IT will relocate this central patching equipment and associated active components to the proposed communication hut located adjacent to the TED Building.

It is proposed that the TED Building be interconnected to the communications hut in order to provide campus connectivity. More information is required from JLAB regarding campus connectivity.

Telecommunication distribution throughout the additions and renovations to Test Building 58 shall originate from the communications hut located adjacent to the TED building. New voice and data service backbone cable shall radiate from the hut and terminate into a new Main Distribution Frame (MDF) room located on the mezzanine of the addition. Distribution from the MDF room to the other proposed IDF rooms will be accomplished via new intra-building backbone cabling utilizing metallic raceways strategically located through the highbay areas and terminating into the proposed IDF locations. Based on the proposed layout and size of the addition, it is anticipated that there will be two (2) IDF areas/rooms located on the mezzanine area above the laboratory and assembly areas. The areas/rooms would be approximately 120 square-feet in size and contain multiple equipment cabinets which will house the active and passive voice/data equipment and cabling to support the first floor work areas. Distribution of the voice and data networks throughout the renovated areas of Building 58 will be accomplished via new IDF rooms established on the first and second floors of the existing office building. It is proposed that these rooms will be fed from the existing main computer room via similar new intra-building backbone copper and fiber optic cabling installed in metallic raceways. Data and voice services required within the first floor highbay area shall be accomplished via local equipment cabinets, either floor or wall mounted, located adjacent to the area to be served. Backbone intra-building riser cables shall radiate from either the main computer room or the nearest “fixed” IDF in the office building to serve these remote locations. It is proposed to establish six (6) of these remote IDF locations using floor and wall mounted cabinets strategically located throughout the first floor assembly area to serve the local experiments as well as to provide services to the existing test cave, VTA and associated control rooms. In addition, it is anticipated that there will be four (4) more remote IDF cabinets located on the second and third levels of the existing Building 58 office/pueblo areas. Existing voice and data services to the existing test cave, VTA, associated control rooms and support spaces shall remain to the extent practical. Rewiring of these



areas to the proposed new telecommunications infrastructure (remote IDF cabinets) will be coordinated with JLAB to minimize disruption to ongoing operations. Cabling Standards As previously mentioned, both fiber optic and copper cabling will be utilized throughout the passive infrastructure system. The LAN will utilize multi-strand, single-mode and multimode fiber optic cabling to communicate between Ethernet switches located within the MDF and telecommunication closets. Multiple-pair-count copper riser cabling will also be utilized to provide a pathway from the MDF to the telecommunication rooms for both analog and voice telecommunication services, such as ISDN, DSL or POTS. The proposed outside plant (OSP) campus loop cabling from the CEBAF data center to the communication hut will consist of 144-strands of 8.3/125 micron single-mode fiber and 144-strands of 50/125 micron multi-mode fiber (type OM3) rated for 10 Gigabit Ethernet communications. JLAB has determined that OSP copper trunk lines are no longer required for campus telephony as the OSP fiber will be used to support remote node PBX switches in each building. In addition, the use of this approach will support the potential future migration to Voice over Internet Protocol (VoIP) active components.

Fiber optic OSP cabling from the communication hut to the TED Building and Test Lab building will consist of 24-strands of 8.3/125 micron single-mode fiber and 24-strands of 50/125 micron multi-mode fiber (type OM3) rated for 10 Gigabit communications. The fiber optic backbone cabling from the MDF in each building to the associated IDF rooms will be “Intrabuilding” type consisting of 12-strands of 8.3/125 micron single-mode fiber and 12-strands of 50/125 micron multi-mode fiber (type OM3) rated for 10 Gigabit communications and plenum rated sheathing as required based on the mechanical system design. Actual strand count for these cables must be reviewed with JLAB and shall be sized as required to serve the active infrastructure system. Routing of this cable between the MDF and telecommunication closets may utilize the cable tray and conduit systems. However, the cable will utilize innerduct to protect the sheathing and core from physical damage. The high-pair-count, multipair copper riser cables between the MDF and telecommunication closets will be preliminary size of 200 pair count and rated for intrabuilding usage and Category 3 communication. Smaller trunk cables (25 and 50 pair) are proposed between the MDF and equipment cabinets serving the renovated Building 58 first floor high bay assembly areas. In addition, the cable sheathing shall be plenum rated in accordance with the mechanical system design. These cables will terminate onto wall or rack mounted patch panels and are utilized for analog and voice services. Actual pair counts for these cables must be reviewed with JLAB to determine cable usage, voice circuit counts, termination requirements and similar issues. Workstation horizontal copper data and voice cables will be rated for Category 6 communication and consist of eight (8) conductor, 4-pair unshielded twisted (UTP) cables. These cables will originate in telecommunication closets and terminate into each outlet jack position at the workstation. All horizontal cable drops will be “home-



run” type from each outlet device to the designated patch panel in the telecommunication closet. The maximum length of cable from the outlet device to the patch panel will not exceed 295 feet as dictated by the cable manufacturers and EIA/TIA standard. It is recommended that analog and voice system workstation cables consist of UTP cabling rated for Category 6 communications based on discussions with JLAB for the future campus migration to Voice over Internet Protocol (VoIP). Thus, the TED Building and Test Lab and Addition Building would not require rewiring from the telecommunication closets to the workstations when the campus conversion occurs. Cable splices for the fiber optic, high-pair-count copper and UTP workstation cables will not be allowed as these may degrade cable performance. All cables and cable strands will be terminated into approved termination cabinets and/or patch panels. Labeling nomenclature, testing procedures and acceptance requirements of the passive infrastructure system will be as set forth by JLAB and industry accepted standards. Workstation outlet shall consist of the following: A triplex, 3-position outlet consisting of three RJ-45 jacks (two data and one voice) will be provided to each outlet in private office, conference room and similar administrative function spaces.

A modular furniture system workstation will be equipped with a shielded raceway at the beltline in order to separate network cabling from the power wiring. Each workstation will utilize a similar triplex 3-position outlet with three modular jacks. Faceplates and mounting hardware for the network outlets in the modular furniture system will be coordinated with the furniture manufacturer and the network system component manufacturer. Data communications throughout the laboratory areas shall consist of a duplex, 2-position outlet with two RJ-45 jacks mounted within a surface mounted two-compartment raceway system at the countertops, surface mounted boxes or in permanent partitions. The density of these data locations will be as determined by the JLAB; however, each laboratory work surface will have at least one (1) duplex data device. Wall telephones will be provided where required and each will require a dedicated cable from the outlet device to the voice system patch panel. Example locations for wall telephones may be the warehouse, loading dock, utility spaces, conference rooms, highbay and laboratories. The number of cables to the network printers and common fax machines will be as required by location. The number of cable locations and associated requirements for videoconferencing faceplates will be as required by JLAB. Cables will be installed in wire-mesh cable tray system supported by a central mono-point hanger with plastic shield to protect the cables in the TED Building and where



feasible in the renovated Test Building. Cable tray standard depth will be 4 inches and minimum width will be 12 inches. Cable tray width will be determined by network cable counts and manufacturer’s loading capacity. Cables will be installed on cable hangers with wide base from cable tray to a wall when installed above an accessible ceiling system. Conduit may be provided from cable tray to an outlet if the cable is installed above a hard/inaccessible ceiling space. All cable in drywall partitions will be installed in EMT conduit from the outlet box to accessible ceiling. Cable to modular furniture in open office areas located on the second floor will be installed via fire-rated poke-thrus strategically located within the furniture layouts. A minimum of two (2) poke-thrus will be required to serve a cluster of six workstations for power and communications services. Connectivity Standards Termination of the fiber optic, copper and UTP horizontal cabling will be accomplished via the use of termination cabinets, patch panels and terminal blocks. These termination devices will typically be rack-mount type and be mounted in equipment and relay rack panels in each telecommunications room. The equipment rack will house the active Ethernet switch (es) and fiber-optic termination cabinets. The fiber optic termination cabinet will be capable of terminating both single mode and multimode fiber strands with the appropriate connectors. Fiber optic termination type “SC” and will be confirmed by JLAB. The relay racks will utilize multi-port patch panels and cable management panels for suitable Category 6 data UTP horizontal cable terminations. Termination of the high-pair-count copper cables will be accomplished via rack-mounted terminal blocks. Terminations will be 110-type insulation displacement (IDC) type. Relay rack space will be reserved for the installation of patch panels dedicated for videoconferencing and special systems as required by JLAB cable terminations. Fiber-optic and copper Category 6 rated stranded patch cords will be provided for interconnection data networking equipment and copper risers with the UTP horizontal cables. Two (2) Category 6 stranded patch cords will be provided at each workstation for peripheral device connections to the outlet. Equipment and relay racks will be steel construction with standard dimensions of 19 inch wide and 7 foot high. Active equipment racks will be 14 inch deep units and relay racks will be 6 inch deep units. Vertical rails of each rack will be capable of receiving cable management rings. Cable dressing and bundling will be accomplished via Velcro type cable straps. Nylon or plastic cable tie wraps will not be utilized for any cable support or dressing. Where voice and data services are required in either in the TEST Building 58 addition or highbay renovated areas, it is proposed that the active and passive components be installed in either floor or wall mounted equipment cabinets. Floor mounted cabinets shall have standard 19-inch wide mounting rack dimensions and be suitable for 44 rack units in mounting height. These cabinets shall have hinged lockable front and rear doors with removable side covers, top/bottom covers and floor casters with leveling feet. Front doors shall have acrylic vision panels and perforations shall be provided in front and rear door to promote cabinet ventilation. Wall mounted cabinets



shall have a minimum of 20 rack units of mounting space and similar features to the floor standing version without the rear panel. All equipment cabinets shall have two (2) vertically mounted power distribution units (PDU) with a minimum of ten (10) 20 ampere, 120 volt simplex receptacles, integral surge protection and 10 foot long 30 ampere power cord to provide power to active network components. All outlets installed in permanent partitions and modular furniture systems will consist of four port faceplates with Category 6 non-keyed eight (8) position modular jacks in quantities as described above. The jacks will have pin/pair assignments wired in the T568B format or as directed by JLAB. The standard voice/data outlet will consist of three network jack positions. Main Telecommunication Equipment Room (MDF) The main telecommunications equipment room will be located on the first floor of the facility and serve as the utility company demarcation point. This room is referred to as the Main Distribution Frame (MDF) by the industry telecommunication standard EIA/TIA. Requirements for this are based on industry standards are: Secure exterior access for the utility company. Dedicated redundant HVAC systems. Cabling to be run overhead and supported by a ladder rack system. Emergency/Uninterruptible Power (UPS). JLAB will determine additional room requirements as required to meet the specific needs of the building. Telecommunications Closets (TR/IDF) The minimum size telecommunications closet (TR/IDF) allowed within TIA/EIA Standards is 10 foot by 10 foot (100 square-feet) as required to serve a maximum area of 10,000 square-feet of floor area. In addition, the standard dictates that there will be a TR/IDF on each floor of the building. Current industry practices allow for a smaller closet than those required by EIA/TIA Standards; however, the size of the room must be sufficient to mount freestanding equipment racks and maintain adequate working clearances in front and rear of the equipment. Adequate working clearance is defined as a minimum of 30 inches from an adjacent wall and 36 inches in aisles between racks. According to EIA/TIA Standards, the location of the telecommunications room must be such that the length of the UTP horizontal copper cables does not exceed 295 feet. The minimum room size is indicated on the schematic design floor plans. In addition, these rooms will have emergency power available to serve the active network equipment and have dedicated redundant HVAC units to maintain the appropriate environmental conditions within these rooms. Each TR/IDF may house at least one Ethernet switch, active equipment rack, relay racks, patch panels to serve horizontal network cabling, fiber-optic intrafloor and/or interfloor cable termination cabinets and copper riser cable termination patch panels.



Power to support the data communications systems for the building shall originate from the emergency power distribution system. Local emergency power branch circuits will be provided in the MDF and telecommunications room to support the JLAB provided UPS units and the active electronics. JLAB will provide local floor or rack mounted uninterruptible power supply (UPS) units in the MDF and telecommunication rooms to maintain power to the active network equipment. Power within each TR/IDF will consist of three (3) quadraplex receptacles, mounted on each of three walls within the room. These outlets will be fed with emergency power from the emergency distribution system. In addition, it is proposed that two (2) NEMA 5-30R simplex receptacles and one (1) dedicated NEMA 5-20R quadraplex receptacle be provided adjacent to the active component rack in each IDF for power to the proposed PDU units and for active networking components. Location, receptacle type and ampacities will be determined by JLAB based on the individual TR/IDF requirements. Similar emergency power provisions will be provided adjacent to the remote telecommunications cabinets located throughout the Building 58 additions and renovations as previously noted. It is anticipated that two (2) NEMA 5-30R simplex receptacles are to be provided at each cabinet to power the proposed PDU units. In addition, it is recommended that a dedicated NEMA 5-20R quadraplex receptacle be provided as well to support additional active component loads. These receptacles may be mounted adjacent to the cabinet or within the enclosure. In accordance with EIA/TIA and industry standards, a ground bus will be located within each closet and adjacent to each remote IDF cabinet. The final layout and requirements for each of the telecommunication rooms requires further development from JLAB. This information will be provided during the subsequent design meetings and project development packages.



6.3.13 Outline Specifications

6.3.14 Electrical Calculations and Analysis See following pages.

DIVISION 26 - ELECTRICAL 26 05 00 COMMON MATERIALS AND METHODS FOR ELECTRICAL 26 05 13 MEDIUM-VOLTAGE CABLES 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS 26 05 43 UNDERGROUND DUCTS AND STRUCTURES FOR ELECTRICAL SYSTEMS 26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 73 ELECTRICAL SYSTEMS STUDIES AND ANALYSIS 26 06 00 SCHEDULES FOR ELECTRICAL 26 09 13 ELECTRICAL POWER MONITORING AND CONTROL 26 09 23 LIGHTING CONTROL DEVICES 26 09 43 NETWORK LIGHTING CONTROLS 26 12 00 MEDIUM-VOLTAGE TRANSFORMERS 26 13 00 MEDIUM-VOLTAGE SWITCHGEAR 26 22 00 LOW-VOLTAGE TRANSFORMERS 26 23 00 LOW-VOLTAGE SWITCHGEAR 26 24 13 SWITCHBOARDS 26 24 16 PANELBOARDS 26 24 19 MOTOR-CONTROL CENTERS 26 27 13 ELECTRICITY METERING 26 27 26 WIRING DEVICES 26 28 13 FUSES 26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 29 23 VARIABLE FREQUENCY MOTOR SPEED CONTROLLERS (VFD) 26 32 13 ENGINE GENERATORS 26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY 26 36 00 TRANSFER SWITCHES 26 41 13 LIGHTNING PROTECTION FOR STRUCTURES 26 43 13 TRANSIENT-VOLTAGE SUPPRESSION FOR LOW-VOLTAGE ELECTRICAL

POWER CIRCUITS 26 51 00 INTERIOR LIGHTING 26 56 00 EXTERIOR LIGHTING DIVISION 27 - COMMUNICATIONS 27 05 00 COMMON MATERIALS AND METHODS FOR COMMUNICATIONS 27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS 27 13 00 COMMUNICATIONS BACKBONE CABLING 27 15 00 COMMUNICATIONS HORIZONTAL CABLING 27 51 16 PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEMS 27 51 23 INTERCOMMUNICATIONS AND PROGRAM SYSTEMS



6.4 STRUCTURAL ENGINEERING BOD 6.4.1 Codes and Reference Standards

IBC 2006 International Building Code ASCE 7-05 Minimum Design Load for Buildings and Other Structures ACI 318-05 Building Code Requirements for Structural Concrete ACI 530-05 Specifications for Masonry Structures AISC 360-05 Manual of Steel Construction – 13th Edition AWS D1.1-04 Structural Welding Code for Steel ASTM American Society for Testing and Materials

6.4.2 Design Loads Dead loads for the purpose of structural design shall be the actual weight of

construction material and fixed equipment, but shall not be less than the unit dead loads prescribed in ASCE 7.

Design Live Loads to be supported shall be as follows: First Floor 250 psf Stairs and Corridors 100 psf Second Floor Office 100 psf Mechanical Platform 150 psf Minimum Roof Live load 30 psf (Areas subjected to snow drifts will be greater) Snow Loads Ground Snow Load (Pg) 15 psf Snow Importance Factor (Is) 1.0 Wind Load Type of Structure Enclosed Basic Wind Speed 110 mph Exposure “B” Wind Importance Factor (Iw) 1.0 Seismic Loads Occupancy Category II 1.0 Second Spectral Response Acceleration S1 = 5.0% 0.2 Second Spectral Response Acceleration Ss = 12.7% Soil Site Classification D Seismic Importance Factor (IE) 1.0 Seismic Design Category B Response Modification Factor, R 3



Basic Seismic Force Resisting System Ordinary Steel Concentrically Braced Frames for all buildings with the exception of the connector links. These structures will consist of Ordinary Steel Moment Frames.

6.4.3 Geotechnical and Foundation Information The new Building 58 expansion and TED building addition will be supported on a deep

foundation system. The foundation system will consist of 16” diameter auger cast piles with an allowable compression capacity of 40 tons extending 35 below the pile cap to elevation -39-6” (based on datum elevation of 0’-0”). The Geotechnical Engineer has listed several allowable capacities in the Geotechnical report. After analyzing the three alternatives, the 40 ton pile was selected by being the most efficient by the distribution of loads. The piles will be reinforced with a continuous center bar and a rebar cage in the upper 1/3 of the pile length. Concrete used for the auger cast pile construction shall have a minimum compressive strength of 4000 psi. It shall be noted that several new columns located along the north face of the Building 58 expansion will be supported by the existing foundation system.

Additional piles are assumed to be required for the 450 ton press and at the Electron

Beam Welder. Once these loads are established a final quantity of piles will be provided. At this time, EwingCole is assuming that 4 piles will be sufficient to support these loads. Based on the actual vibration requirements of adjacent spaces, an isolation joint may be required around these rooms. The clean room production area will be depressed to allow routing of utilities. Therefore, an access floor system will be provided in this area to make up the elevation. Due to the height of the groundwater table, the depressed areas will need to be waterproofed. The waterproofing system will consist of a membrane system and a concrete admixture (such us Xypex). Concrete used for the slab construction shall have a minimum compressive strength of 4000 psi.

The TED Building High Bay, Links, the Process Support Building and the Chiller Plant

Building foundation systems are assumed to consist of shallow spread footings and continuous footings having an allowable bearing capacity of 2000 psf. Continuous wall footings around the perimeter will be installed to support the exterior wall construction. Concrete used for the foundation system shall have a minimum compressive strength of 4000 psi.

The concrete slabs on grade will vary in thickness, depending upon the occupancy of

the spaces and the structural loading. A ten-inch thick normal weight reinforced concrete slab on grade will be installed in the Cryo Fab High Bay area and in the Building 58 expansion. A six-inch thick normal weight concrete slab reinforced with 6x6 W6.5xW6.5 welded wire fabric will be used in the remaining areas of the TED Building. All slabs on grade will be poured on a crushed stone sub base and 15 mil vapor barrier. Concrete for slabs on grade shall have a minimum 28-day compressive strength of 4000 psi. Welded wire fabric will conform to ASTM A185 and rebar to conform to ASTM A615 – Grade 60.

6.4.4 TED Building The new TED Building will be composed of five separate structures. These structures

will be divided as follows; the office area, the high bay area, the conference center and the connecting north and south links.



The following paragraphs describe the structural components for the listed structures with the exception of the high bay area.

The typical roof areas will be framed with wide flange beams spaced at 7’-6”

maximum. The roof diaphragm will consist of 1 ½ inch 18 gage galvanized roof deck. The steel roof framing will slope at a minimum of a ¼ inch per foot to reduce the amount of tapered insulation required on the project whenever possible.

The typical second floor construction will be 3 ¼-inch lightweight concrete slab on 2-

inch galvanized metal deck. The floor construction at the second floor mechanical room will consist of 5 ¼-inch lightweight concrete slab on 2-inch galvanized metal deck. The concrete shall have a minimum 28-day compressive strength of 3000 psi, reinforced with welded wire fabric conforming to ASTM A185. Shear studs will be provided to engage the floor slab to the steel beams for composite construction. Wide flange columns will support the second floor and roof framing.

Floor framing will consist of structural wide flange beams and girders. All wide flange

shapes shall be ASTM A992 grade 50. Steel plates, rods, channels and angles will be ASTM A36. Hollow structural sections, tubes and pipes will be ASTM A500, grade B.

The exterior façade will consist of a combination of metal panel and curtain wall

systems. CMU back-up will be used in areas with high traffic for durability purposes. Strip windows will be supported with continuous HSS girts as required. A 3/8” continuous plate with stiffener plates will be provided around the perimeter with a gage metal pour stop to support the exterior wall construction.

The High Bay structure will consists of DLH joist spaced at approximately 7’-4” on

center spanning to steel wide flange girders and columns. The long span joists will provide a clear span for the new structure allowing maximum flexibility for the new 15- ton bridge crane. A second column adjacent to the building column has been introduced to support the continuous crane girder. These columns will be laced together in order to provide horizontal stability for the crane. A series of HSS girts have been provided around the perimeter to support the building skin materials. The roof diaphragm will consist of 1-1/2 inch 18 gage galvanized roof deck.

The primary lateral force resisting system for these structures will consist of ordinary

steel concentrically braced frames with the exception of the connector links which will consist of ordinary steel moment frames. The locations and quantity of braces are shown on the structural drawings.

6.4.5 Building 58 Expansion The typical roof areas will be framed with wide flange beams spaced at approximately

7’-6” on center spanning to steel wide flange girders and columns. A mechanical platform will be provided in order to access and maintain all the equipment located above the clean rooms.

The roof diaphragm will consist of 1-1/2 inch 18 gage galvanized metal roof deck. The

steel roof framing and joists will slope at a minimum of a ¼ inch per foot to reduce the amount of tapered insulation required on the project.



Several cranes ranging in capacity from 1 ton to 2 tons will be provided within the new expansion. Please refer to Architectural drawings for actual location and quantity of these cranes.

The mechanical platform will consist of 4 ½-inch normal weight concrete slab on a 2-

inch galvanized metal deck. The concrete shall have a minimum 28-day compressive strength of 3500 psi, reinforced with welded wire fabric conforming to ASTM A185. Shear studs should be provided in the future in order to engage the floor slab to the steel beams for composite construction. Wide flange columns will support the mezzanine and roof framing. A series of HSS girts will also be provided around the perimeter to support the building skin materials.

Floor framing will consist of structural wide flange beams and girders. All wide flange

shapes shall be ASTM A992 grade 50. Steel plates, rods, channels and angles will be ASTM A36. Hollow structural sections, tubes and pipes will be ASTM A500, grade B.

The primary lateral force resisting system for this structure will consist of a

combination of ordinary steel moment frames and concentrically braced frames. The locations and quantity of braces are shown on the structural drawings.

6.4.6 Building 58 Renovations The existing Building 58 structure basically consists of roof wide flange purlins

spanning to steel roof trusses spaced at 20’-0” on center. The trusses bear on steel wide flange columns located along the exterior of the building. The foundation system consists of a 2’-6” thick mat foundation supported by piles. The capacity of the existing piles is 40 tons based on the existing drawings. The lateral system consists of ordinary steel concentrically braced frames located along the exterior walls of the building. The exterior skin consists of reinforced concrete walls extending approximately 14 feet above grade and precast double tees extending from the top of concrete walls to the roof structure. It shall be noted that along the south elevation the concrete wall was not constructed. The exterior wall construction along this line consists of a combination of metal panel and CMU which will need to be removed.

In order to integrate the functions of the new expansion with the existing structure,

the following structural modifications will need to take place in the existing structure:

The current lateral bracing along the south wall of the building will need to be modified in order to provide an open floor plan for the new Cryomodule assembly lines. Currently, there are three lines of bracing along the south elevation, two of which will need to be removed at the lowest end. In order to remove this bracing a new shear wall will need to be installed up to the second bracing level and upsizing of the existing steel members will take place from the second tier of framing up to the existing roof structure. Please refer to drawing S3.1 for additional information.

EwingCole is also recommending the removal of the existing precast tees

along the south elevation in order to integrate the new expansion with the existing building. The new expansion is shorter in height than the existing building therefore a new metal panel skin or curtain wall will need to be installed along the south elevation from the roof of the new addition up to the



existing roof line. The existing girt members along this elevation will be reutilized to support the new back-up framing.

A portion of the existing concrete vault wall will also need to be removed to

facilitate the integrated operations between the two buildings. The existing wall should be removed to the construction joint located approximately 7 feet south of the CryoModule test facility referred to as the CAVE. The existing concrete wall scheduled to be removed is approximately 21’ wide x 48’ long x 16’ high. There is an existing tunnel that currently runs under these walls. The portion of tunnel located directly below this wall shall be shored during the demolition and replaced if damaged. The demolition shall extend 2” into the existing concrete mat slab in order to provide a new slab that is flush with the adjacent construction.

Two mezzanines will also be constructed above the vertical support area room

number 1.190.15 and vertical attachment room number 1.190.19. Both mezzanines will be constructed with reinforced concrete flat slabs supported by a combination of reinforced concrete columns and masonry bearing walls.

6.4.7 Process Support Building (PSB) The existing structures that currently house this process will be demolished to allow

for the expansion of Building 58. The new structure will consist of a pre-engineered metal building. The metal building will also be designed for future expansion to the East. A shallow foundation system and a normal weight concrete slab on grade is anticipated. Concrete curbs will also be utilized in this area for containment purposes. See drawing S2.1.1.A for additional information.

6.4.8 Renovations to Existing Office Buildings The existing office building is located on the west side of the existing Building 58. The

monumental stair and front canopy are located in the north-west corner of this building. Both of these structures will be removed back to the West elevation line. The new connector links will tie into the existing building at the first and second floors to integrate the new TED Building and the existing Building 58 mezzanine. Additional renovations will take place in this building such as new folding partitions, new skylights and a new elevator and stair tower. Currently, there is also a separation between the north and south second floors in which a link structure connects these two floor plates. During this project, this separation will be in filled with new construction creating a continuous floor plate for the second floor. Please refer to structural drawing S2.1.2G and S2.1.3.G for additional information regarding these improvements.

6.4.9 Chiller Plant Building A pre-engineered metal building will be utilized for this structure with the design

accommodating future expansion to the West. A shallow foundation system and a normal weight concrete slab on grade is anticipated, with thicker equipment pads under the chillers. See drawing S2.1.1.H for additional information.



6.4.10 Outline Specifications DIVISION 02 – EXISTING CONDITIONS 02 46 50 AUGER CAST-IN-PLACE (ACIP) PILES 02 46 60 AUGER CAST-IN-LACE (ACIP) PILE LOAD TESTS DIVISION 03 – CONCRETE 03 30 00 CAST-IN-PLACE CONCRETE DIVISION 05 – METALS 05 12 00 STRUCTURAL STEEL MATERIALS 05 21 00 STEEL JOIST FRAMING 05 31 00 STEEL DECKING