· RMF Engineering, Inc. / Gaudreau, Inc. pg. 1 Design Intent Document Contract No....

April 25, 2019

USDA Modernization

BUILDING 307 Beltsville, MD

AG-32SD-C-15-0012

Design Intent Document

RMF Engineering, Inc. / Gaudreau, Inc. pg. 1 Design Intent Document Contract No. AG-32SD-C-15-0012 November 8, 2017

Modernization of Building 307 USDA Agricultural Research Service

Beltsville Agricultural Research Center Beltsville, Maryland

Table of Contents

Section 1 Executive Summary

Section 2 Project Overview

2.1 Introduction 2.2 Location 2.3 Program 2.4 Documents Available to Bidders

Section 3 Space Program and Plans

3.1 Space Standards 3.2 Program Summary 3.3 Animal Biosciences & Biotechnology Laboratory (ABBL) 3.4 Environmental Microbial & Food Safety Laboratory (EMFSL) 3.5 Shared & Common Facilities 3.6 General Needs and Concepts 3.7 Adjacencies

Section 4 Design Intent

4.1 Building Exterior 4.2 Building Interior 4.3 Laboratory Modules 4.4 Site / Civil 4.5 Structural 4.6 Mechanical – Heating, Ventilation & Air Conditioning (HVAC) 4.7 Plumbing 4.8 Fire Protection 4.9 Electrical 4.10 Telecommunications & Security 4.11 Waivers to ARS Facilities Design Standards

Section 5 Appendices

Maryland Department of Planning, Maryland Historic Trust Review of Proposed Renovation of Building 307

Building Radiological Survey Report Detailed Laboratory Space Requirements (Room Data Sheets) Building Simulation Report Building Systems Design Report 35% Review Comments Meeting Minutes




1.0 Executive Summary The Design Intent Document (DID) provides the spatial, functional and technical requirements for the proposed renovations/modernization of Building 307 on the USDA Beltsville Agricultural Research Center (BARC) campus in Beltsville, Maryland. This project is part of the government agency’s modernization, consolidation and energy reduction efforts.

The project is designed to accommodate some of the research activities of the following Laboratories within BARC:

° Animal Biosciences & Biotechnology Laboratory (ABBL) ° Environmental Microbial & Food Safety Laboratory (EMFSL)

The personnel and functions that will be located in Building 307 are currently housed in various buildings spread around the BARC campus. The main goal of this project is to consolidate the identified personnel and functions into one facility, reducing the spatial and energy footprint of those activities, while at the same time providing new, modern, state-of-the-art facilities, and allowing BARC to eliminate existing inadequate and outdated buildings.

Building 307 will be a full “gut and rebuild” in regard to the interior and building systems; the exterior shall be repaired and refurbished to return it to its original condition. The interior layout has been designed specific to the needs of the scientific staff rather than providing generic laboratory and office space.

The following table summarizes the space requirements and staff for the project:

Space Requirement Staff

ABBL 13,201 35

EMFSL 12,230 44

Shared & Common 3,673 0

Total 29,104 + 79 +




2.0 Project Overview

2.1 Introduction The Design Intent Document (DID) accompanies the Bridging Documents, providing the functional and technical requirements for the proposed renovations/modernization of Building 307 of the USDA Beltsville Agricultural Research Center. The Beltsville Agricultural Research Center is organized into sixteen (16) Laboratories. Two (2) of those Laboratories, Animal Biosciences & Biotechnology Laboratory (ABBL) & Environmental Microbial & Food Safety Laboratory (EMFSL), have been identified to have research staff and associated facilities relocated to the proposed renovated facility.

The mission of the Beltsville Agricultural Research Center (BARC) is to provide the American public with an exceptionally talented, highly interdisciplinary scientific community in the USDA’s largest scientific installation, and leverage these resources to envision, create, and improve knowledge and technologies that enhance the capacity of the nation – and the world – to provide its people with healthy crops and animals; clean and renewable natural resources; sustainable agricultural systems; and agricultural commodities and products that are abundant, high-quality, and safe.

The restored Building 307 is designed to accommodate office and laboratory space for approximately 80 people.

The missions of the individual laboratory groups are as follows:

° Animal Biosciences and Biotechnology Laboratory (ABBL): to develop the knowledge and technology to improve genetic and reproductive traits, nutrient utilization and disease resistance in livestock and poultry to enhance growth, product quality and maintain superior genetics for economic gain.

° Environmental Microbial and Food Safety Laboratory (EMFSL): to understand how pathogens are disseminated on farms, in the environment, and to food products, and to developing methods to detect, characterize and mitigate contamination to prevent foodborne illnesses. This includes work associated with livestock, dairy farms, and fresh fruits and produce.

The research staff and associated facilities of these Laboratories identified for relocation are currently scattered in locations in Buildings 173, 200, 201, 1001, 1040 – 1043, 1045, 1180 & 1320 (BARC - Central Farm).

Although Building 307 does not hold specific historic designation, it is eligible as contributing to a Historic District. The exterior and structural renovation shall adhere to the historic preservation guidelines put forward by the Maryland Historic Trust (MHT).




2.2 Location The Project is located off Powder Mill Road in Beltsville, Prince Georges County, Maryland. It is located at the USDA Agricultural Research Service’s Beltsville Agricultural Research Center campus, which encompasses 6,615 acres of land. The BARC site includes over 50 clusters of various building types – office, laboratory, greenhouse and barn. The focus on agricultural research has resulted in low-density development in this area. Most of the site, including the project site, is agrarian in character.

Buildings 306, 307 & 308 comprise the original three building cluster constructed in the 1938 – 1940 timeframe. The USDA renovated/modernized Building 306 in 2012, and it is occupied by the Animal Genomics and Improvement Laboratory (AGIL). The renovation/modernization of Building 307 will mirror in many aspects the work completed to Building 306. Buildings 307B and 307C were recent additions to the cluster, being completed in 2000, and are currently occupied by the Beltsville Human Nutrition Research Center (BHNRC). The United States Geological Service currently leases Building 308.

The following maps provide a regional and detailed view of the Project location.




2.3 Project Goal The current BARC master plan proposes to conserve critical agricultural area, to economize the network of necessary infrastructure and to consolidate construction within existing building clusters. Paramount to this conservation is the program to recycle existing building stock. The structure and design of this project has been developed to meet these goals.

In addition, the Maryland National Capital Park and Planning Commission (NCPC) has recognized the importance of BARC as a scenic, low-density, agrarian oasis; one that has been spared from development pressures based upon its function. As BARC is a designated Historic District, sensitivity to the existing character of this site, relative to regional planning, expansion efforts, and architectural design is incorporated into the basis of design of the project.

The design of the renovation work for Building 307 shall be coordinated with the NCPC and MHT to meet the expected historic preservation guidelines. A preliminary submission to MHT was made based upon the project criteria set forth in this document, which MHT has responded to. Refer to the MHT response letter provided in the appendix.




2.4 Documents Available to Bidders

The following documents are available to the DB Contractors bidding on this project:

o Design Intent Document o Bridging Documents consisting of:

o Design Drawings o Design Specifications

o Hazardous Material Reports consisting of: o Supplemental Asbestos Inspection Report o Radiation Report

o Building 306 Original Construction Drawings

o Building 306 is a sister building to Building 307, constructed at the same time, and virtually identical in construction except it is 2 bays shorter than Building 307. Since original construction drawings for Building 307 are not available, the Building 306 drawings are being provided as the best resource to illustrate the construction of the existing building. Each DB Contractor is responsible for verifying existing conditions and assumptions based upon these drawings as the USDA cannot guarantee their accuracy.




3.0 Program

3.1 Space Standards The following table illustrates the space standards for office and support spaces which were used in developing the proposed floor plans and should also be followed if any revisions to the floor plans are made. These space standards were developed thru discussions and test fit planning with the USDA PM and Research Leaders to meet or exceed the Space Utilization Rate Policy as stated in the AGPMR Advisory, dated 9/5/2014, issued by the USDA Office of Procurement and Property Management.

Space Type

Area in Occupiable Square Feet

(OSF)

Equivalent Area in Net Square Feet

(NSF)

Comments

Research Leader (RL) Office 200 140 - 160 Enclosed Office

Scientist (SY) Office 150 110 - 130 Enclosed Office

Support Staff (SS) Work Area 80 60 - 65 Open Workstation

Admin/Secretary (AS) Work Area 80 60 - 65 Open Workstation, Near Reception

Post Doc/Grad Student/Student/Part Time (SP) Work Area

50 35 - 40 Open Workstation

Reception 40 N/A Near RL

Printer/Fax/Scanner/Supplies 40 N/A

Active Files/Storage 50 N/A

Floor Copy/Print Area 40 N/A

Small Conference Room 190 N/A Accommodate Approximately 8 People

Medium Conference Room 380 N/A Accommodate Approximately 14 People

Large Conference Room 500 N/A Accommodate Approximately 20 People




3.2 Program Summary

The following table summarizes the area requirements proposed for office, laboratories and support spaces as illustrated in the detailed space program tables which follow. Benchmarking data such as average square footage per person for both office and laboratory space have been included. Note that the Utilization Rate for office space per person falls with the USDA Space Management Policy standard.

Space Type

Group Sub-Total Shared & Common TOTAL

ABBL (Net SF)

EMFSL (Net SF)

(Net SF)

(Net SF)

Office Space: People 3,187

3,406

6,593 0 6,593

Office Space: Support 460

540

1,000 3,648 4,648

Subtotal – Office Space 3,647 3,946 7,593 3,648 11,241

People 35

44

79 0 79

Average Office Space Per Person 104 90 96

Utilization Rate 144

Laboratory Space: Labs 7,056

4,284

11,340 0 11,340

Laboratory Space: Support 2,498

4,000

6,498 25 6,523

Subtotal – Lab Space 9,554 8,284 17,838 25 17,863

Average Lab Space Per Person 273 188 226 226

Total Required Space 13,201 12,230 25,431 3,673 29,104




3.3 Animal Biosciences & Biotechnology Laboratory (ABBL) The following table provides the detailed area requirements for this group. Square footage numbers included are Net SF.

ANIMAL BIOSCIENCES & BIOTECHNOLOGY LABORATORY (ABBL)

Size SPACE PROGRAM Comments

Occupiable Area

Current Req. Future Needs TOTAL Numbe

r Sub-Total

Number

Sub-Total

A B C=AxB D E=AxD F=C+E OSF OSF OSF

OFFICE SPACE:

People

Research Leader (RL) 200 1 200 200 3rd Floor Scientist (SY) 150 11 1,650 1,650 (3) 2nd Floor; (8) 3rd

Floor Program Support

Assistant (PSA) 80 2 160 160 3rd Floor

Support Staff (SS) 64 12 768 768 (3) 2nd Floor; (9) 3rd Floor

Visiting Scientists / Post-Doc / Grad Students 48 8 384 384 3rd Floor

General Lab Support Staff 25 1 25 25 3rd Floor

Sub-Total: People 35 3,187 3,187 Support Reception 40 1 40 40 3rd Floor Printers/Fax/Scanner 120 1 120 120 3rd Floor Active Files 100 1 100 100 3rd Floor Office File/Storage 100 1 100 100 Basement Office Supplies/Storage 100 1 100 100 Basement Sub-Total: Support 460 460 Office Space Total 3,647 3,647

LABORATORY SPACE

Labs Common Lab – Mass

Spec & Proteomics 504 1 504 504 2nd Floor

Common Lab – Immunohistochemistry & Flow Cytometry

504 1 504 504 3rd Floor

Typical Lab Module 504 12 6,048 6,048 (3) 2nd Floor; (9) 3rd Floor

Sub-Total: Labs 7,056 7,056




ANIMAL BIOSCIENCES & BIOTECHNOLOGY LABORATORY (ABBL)

Size SPACE PROGRAM Comments

Occupiable Area

Current Req. Future Needs TOTAL Numbe

r Sub-Total

Number

Sub-Total


Lab Support

Culture Room 126 6 756 756 (1) 2nd Floor; (5) 3rd Floor

Radioisotope Lab 180 1 180 180 3rd Floor Mass Spec Computation 252 1 252 252 2nd Floor DNA Prep 120 1 120 120 2nd Floor Fluorescence Microscopy

& Instrument Lab 180 1 180 180 2nd Floor

Freezer Room 252 1 252 252 2nd Floor Walk-In Cold Room 120 1 120 120 Basement Walk-In Cold//Freezer

Rm 252 1 252 252 2nd Floor

Autoclave 180 1 180 180 Basement General Storage

(Consumables) 200 1 200 200 3rd Floor

Sub-Total: Lab Support 2,498 2,498

Laboratory Space Total 9,554 9,554

TOTAL SPACE REQUIREMENT FOR ABBL 13,201 13,201




3.4 Environmental Microbial & Food Safety Laboratory (EMFSL)

The following table provides the detailed area requirements for this group. Square footage numbers included are Net SF.

ENVIRONMENTAL MICROBIAL & FOOD SAFETY LABORATORY (EMFSL)

Size SPACE PROGRAM

Comments Occupiable

Area

Current Req. Future Needs TOTAL

Number Sub-Total Number Sub-

Total


OFFICE SPACE:

People Research Leader (RL) 200 1 200 200 1st Floor Program Support Assistant

(PSA) 80 2 160 160 1st Floor

Scientist (SY) 150 9 1,350 1,350 (5) 1st Floor; (4) 2nd Floor

Support Staff (SS) - Permanent 64 10 640 640 (5) 1st Floor; (5)

2nd Floor Support Staff (SS) - Transient 48 22 1,056 1,056 (15) 1st Floor; (8)

2nd Floor Sub-Total: People 44 3,406 3,406 Support Reception 40 1 40 40 1st Floor RL Suite Printers/Fax/Scanner

100 2 200 200 (1) 1st Floor RL Suite, (1) 2nd

Floor Active File/Storage 100 1 100 100 Basement Supplies/Storage 100 1 100 100 Basement Computational /

Bioinformatics 100 1 100 100 2nd Floor

Sub-Total: Support 540 540 Office Space Total 3,946 3,946

LABORATORY SPACE

Labs Modules 504 8 4,032 4,032 (4) 1st Floor; (4)

2nd Floor Modules 252 1 252 252 1st Floor Sub-Total: Labs 4,284 4,284




ENVIRONMENTAL MICROBIAL & FOOD SAFETY LABORATORY (EMFSL)

Size SPACE PROGRAM

Comments Occupiable

Area



Total


Lab Support Culture Room

126 2 252 252 2nd Floor; Contiguous W/ Labs

Fecal Room – Type 1 126 1 126 126 2nd Floor Fecal Room – Type 2 252 1 252 252 2nd Floor Cell Culture 504 1 504 504 2nd Floor Autoclave / Dish Wash /

Media Prep 252 1 252 252 2nd Floor

Autoclave / Dish Wash 400 1 400 400 1st Floor Freezer Room 126 2 252 252 (1) 1st Floor; (1)

2nd Floor Instrument Lab 504 2 1,008 1,008 (1) 1st Floor; (1)

2nd Floor Sample Prep 126 1 126 126 1st Floor Media Prep 126 1 126 126 1st Floor Walk-In Cold Room 100 2 200 200 Basement Walk-In Growth Chamber 126 2 252 252 1st Floor Chemical Storage 50 1 50 50 Service Area General Storage

(Consumables) 200 1 200 200 Basement

Sub-Total: Lab Support 4,000 4,000 Laboratory Space Total 8,284 8,284 TOTAL SPACE REQUIREMENT FOR

EMFSL 12,230 12,230




3.5 Shared & Common Facilities

The following table provides the detailed area requirements for space needs of both research groups that are common or can be shared for all. These spaces are not included in the individual laboratory group space needs above. Square footage numbers included are Net SF.

SHARED & COMMON FACILITIES

Size SPACE PROGRAM

Comments Occupiable

Area



Total


OFFICE SPACE:

People IT Support Staff 2 To be located in

another building Sub-Total: People 2 0 0

Support

Shower / Locker Rooms 150 2 300 300

Separate Men’s & Women’s - Basement

IT LAN Room 100 3 300 300 One per Floor Laundry (Washer/Dryer) 100 1 100 100 Basement Lunch Room / Pantry 320 1 320 320 1st Floor Conference Room 528 1 528 528 Sub-dividable Wellness/Lactation Room 100 1 100 100 Basement General Bulk Storage 2,000 1 2,000 2,000 Basement Sub-Total: Support 3,648 3,648

Office Space Total 3,688 3,688

LABORATORY SPACE

Lab Support

CO2 Cylinders/Manifold 25 1 25 25 Service Area Sub-Total: Lab Support 25 25

Laboratory Space Total 25 25

TOTAL SPACE REQUIREMENT FOR SHARED & COMMON FACILITIES 3,673 3,673




3.6 General Needs and Concepts

In this project, existing Building 307 will be “gutted and rebuilt”. The following list summarizes the proposed, general needs and concepts for the entire facility. All work to be designed and constructed in accordance with ARS 243.1 and all state and local building codes and permits.

° Provide complete new building systems including energy efficient heating, ventilation and air conditioning systems for the office and laboratory space

° Provide controlled access to spaces throughout the building ° Provide a communal lunchroom ° Locate archival file and general storage areas in the basement ° Provide a service area at the first floor level with the ability to off-load

trucks at truck bed level and transition to building entrance elevation ° Provide a large conference room including a moveable partition to divide

the space into two rooms for flexibility of use ° Provide private offices for the Research Leaders and all SY’s ; each shall

have an exterior window (Exception: one SY office which was moved inboard at the request of the RL)

° Provide open landscape type workstations for the remainder of the staff in communal offices spaces of varying size with access to natural light where possible

° Provide access to natural light for as many laboratories and lab support work areas as feasible

° Provide equipment nodes (e.g., printers, fax machines) outside of individual offices and workstations, but within the group work areas

° Provide two voice and two data connections per enclosed office space, and one voice and two data connections per open workstation

° Provide the entire building with emergency / standby power (Exception: one chiller is not on emergency power)

° Incorporate sustainable (“green”) design measures in the facility design and the use of bio-based materials where feasible; the project will be designed and certified LEED Silver; refer to project LEED Scorecard in Specifications. Project to be registered under LEED v4. Certification shall be obtained by the DB Contractor.

° Prepare for and obtain all required permits for sediment and erosion control, storm water management and air permits.




3.7 Adjacencies 3.7.1 General

While in today’s research environment, collaboration and inter-disciplinary work is an important aspect of many researchers’ efforts, however, the work of the USDA scientists of the ABBL & EMFSL research groups is largely done independently. Minor collaboration work occurs between a few of the researchers from the groups, but this typically occurs in the field work with animals rather than in the lab facilities. Facility improvements and co-location of the researchers may alter the amount of collaboration and inter-disciplinary work, but it is not a specific goal of this project. Therefore, adjacency requirements are minimal as described in the following.

3.7.2 Animal Biosciences & Biotechnology Laboratory (ABBL) The current SY staff of ABBL consists of Dr. Long, Dr. Elsasser, Dr. Miska, Dr. Ramsey, Dr. Talbot, Dr. Lillehoj, Dr. C. Li, Dr. Donovan, and 6 Vacant Positions (includes RL). Currently, the facilities for all these SY’s are located in Building 200, except for Dr. Lillehoj & Dr. C. Li who are currently located in Building 1043, and Dr. Donovan who is currently located in Building 230. These three SY’s will remain in their current locations and are not considered a part of this project.

The work of the scientists of this group is largely done independently. There are no strong adjacency requirements within the group that will occupy this building. There are minor relationships within the group which have been taken into consideration in developing the floor plans.

In general, each RL or SY office has been located convenient to their lab, as is also the case for their support staff, and lab support spaces have been located as conveniently to their labs as possible. The cold room (230 SF) is located near the lab of Dr. Long as she is the main user of it. The Radioisotope Lab has also been located near the labs of Dr. Ramsey & Dr. Elsasser as they are the main users of that facility.

Due to space constraints on the floors of the building, not all support functions can be located as conveniently as desired. A limited amount of both office and lab support functions are located in the basement.

3.7.3 Environmental Microbial & Food Safety Laboratory (EMFSL) The presence of this Laboratory in the building is divided between two sub-groups; those that are proposed for the first floor being relocated from Building 201, and; those that are proposed for the second floor being relocated from Building 173. There are some relationships for those located on the second floor.

First Floor Sub-Group: This group’s current SY staff participating in this project consists of Dr. Sharma, Dr. Bhagwat, Dr. Nou, Dr. Luo and Dr. Patel.




The work of these scientists is largely done independently and there are no strong adjacency requirements. This group prefers their labs to be grouped together separately from their offices which was the driving factor behind the development of the first floor plan. This request has been made since they meet with visitors in their offices, and prefer that visitors not have to travel past the labs to access their offices.

This group’s autoclave facilities have been located directly across from their labs as they generate a significant amount of materials which must be autoclaved prior to disposal.

In general, lab support spaces for this group have been located as conveniently to their labs as possible.

Second Floor Sub-Group: This group’s current SY staff participating in this project consists of Dr. Van Kessel, Dr. Haley, and Dr. Santin-Duran. There is also a fourth SY position that is currently vacant.

This is also a small group, but there are adjacency issues: the labs of Dr. Haley and Dr. Van Kessel should be directly adjacent to each other with a direct connection. The same is true for the labs of Dr. Santin-Duran and the Vacant SY position.

In general, the SY offices have been located convenient to their labs, as have their support staff offices, and lab support spaces have been located as conveniently to the labs as possible.

Due to space constraints on the floors of the building, not all support functions can be located as conveniently as desired for both sub-groups. A limited amount of both office and lab support functions are located in the basement.




4.0 Design Intent

4.1 Building Exterior

4.1.1 Exterior Materials All renovated features and components of the building exterior shall be compatible with the existing building and its historical nature. New materials shall be durable, energy efficient and low maintenance to the extent feasible. All materials shall match as closely as possible to the original material it is replacing in terms of composition, profile, configuration and finish.

4.1.2 General Scope The exterior of the building shall be repaired and refurbished to restore it to its original condition. The east and west terraces and entries should be restored to their original design featuring new balustrades and light fixtures replicated from the 1939 design. Except for the removal of the existing dormers on the west side of the building and their replacement with larger dormers to serve the ventilation needs of the laboratory facilities, the building when renovated shall look as it did in 1939 upon completion of the original construction.

4.1.3 Exterior Walls The existing exterior walls are of solid masonry construction consisting of 4” face brick and 8” concrete masonry unit back-up with a plaster finish on the interior. There is no insulation within the wall assembly. To improve energy efficiency, provide a 2-inch thick layer of spray-foamed insulation to the interior face of the existing walls to insulate and provide a more effective air barrier. New 2-1/2” stud wall framing with 5/8” gypsum board finish shall be provided but held off a minimum of 1” from the face of the existing wall. This eliminates the possibility of thermal bridging and provides a cavity for installation of electrical services in these walls. Any bracing of the wall studs back to the existing wall shall be avoided, but if necessary shall be done with non-metallic material.

The face brick façade shall be cleaned and repointed where necessary.

4.1.4 Exterior Trim Components The existing wood trim consisting of columns, pediments, entablatures, cornices, cupola, opening jamb, sill and head moldings, etc. shall be repaired and refurbished in place. Scrape and sand finish surfaces to remove deteriorated and scaling paint and to provide a sound and smooth surface to receive new paint finish. Deteriorated areas shall be replaced with new solid wood to match original construction.

Trim of the new dormers on the west side of the roof shall duplicate the trim of the original dormers that were removed. Note that the original dormers had two different pediment trim designs on alternating dormers.




4.1.4 Exterior Windows All existing windows, both original wood windows and replacement steel windows installed since the building was constructed, shall be removed and the window openings prepared to receive new windows.

Windows shall be upgraded to incorporate insulated glazing units. The existing single hung wood windows of the original construction are to be replaced with new fixed wood windows with construction and appearance to match the existing/original windows, maintaining the 6/6 sash lite configuration.

Existing glazing in the cupola shall be replaced with insulated glazing units. Existing glazing in the entrance doors in the four (4) building entrances shall be replaced with insulated glazing units also.

The transom windows above the north building entrance doors are leaded glass. They shall be evaluated, repaired if required, and maintained. The transom windows above the south building entrance doors shall have the glazing replaced with leaded glass to match the north transom windows.

4.1.5 Roof The existing natural slate roof shall be removed down to the existing wood sheathing including underlayments and flashings, to be replaced with new to match as closely as possible the existing slate roofing. Insulation will be added in the attic to provide insulating value in accordance with energy conservation guidelines.

There is a flat area of roof at the peak of the pitched slate roofs. The existing roofing on this area shall be removed and replaced with a new waterproofing membrane system and finished with copper roofing. This area of the roof shall be utilized for all exhaust ducts, vent pipes, etc. which are required to penetrate the roof. All the roof penetrations shall be located in an organized manner.

The porticos on the east and west elevations of the building also require re-roofing. Existing roofing shall be removed from these roof areas, any deteriorated underlayments and sheathing replaced, and new flat seam copper roofing installed.

Existing scuppers and downspouts that are not original to the building shall be removed. New scuppers and downspouts shall be fabricated to match the design, configuration and detail of the original components, some of which still exist on the building. Existing original components that may still exist shall be evaluated and replaced if determined to be in poor condition.

4.1.5 Terraces

The existing terraces on the east and west sides of the building shall be renovated and restored to their original design. They are paved with slate tiles and features wrought iron balustrade railings and light fixtures. The east terrace is raised above the surrounding grade and incorporates steps down to grade into its design. The terrace on the west side of the building is at grade so therefore there are no railings, only the decorative light fixtures.




The slate tile on both terraces shall be removed and reset in the same pattern. The balustrade railings on the east terrace should be repaired, and damaged and missing portions to be replaced to match existing; or replaced in its entirety to match the existing in material, configuration, design and finish. The same approach shall be applied to the decorative light fixtures of both terraces.

The walls of the east terrace are parged masonry and are in need of repair. The existing parging shall be removed and the masonry walls repaired as necessary, and then re-parged.

4.1.6 Building Entrances The four original building entrances are being maintained as functional entrances to the facility. The existing porticos at the east and west entrances shall be renovated and restored to their original design. Both these entrances include a step up from the terrace to the floor level at the entrance door. The east terrace also includes the steps up to the terrace from grade. Therefore, these two entrances will not function as accessible entrances into the building. The exterior walkway and the interior floor elevation are approximately level at the entrance doors at the north and south ends of the building, so they can both function as accessible entrances into the building. All building entrances shall be provided with access control.

The east building entrance is recessed and the surround incorporates a combination of wood trim and decorative cast iron metal grilles in both sidewalls and the ceiling area. At the time of this writing one decorative metal grille had become dislodged and was placed inside the building lobby. If this becomes lost, and if any other are damaged or broken, or become dislodged and lost, they shall be replaced with new to match the existing. The existing grilles shall all be removed, stripped, repainted and reinstalled.

The existing basement access areaway at the north end of the building incorporates a stair up to grade and shall be maintained as egress from the basement. The entrance doorway is severely deteriorated and needs to be replaced. Storm drainage from this areaway needs to be improved, new hand rails shall be provided, and a new canopy roof structure provided over the stair.

4.1.14 Service Entrance The service vehicle entrance for truck deliveries to the building will be at the north end of the building. A new service entrance into the building shall be provided in the northwest corner of the building convenient to the truck loading/unloading area being created at the service vehicle entrance. Refer to Site/Civil documentation for further information. Service access into the building shall be at grade, accessed from the exterior through a new service entry created with double metal doors (6’–0” x 7’–0”) by altering an existing window opening. Since it is not feasible to create a loading dock at truck bed height in this area, an exterior hydraulic lift shall be provided to allow deliveries to be made on trucks not equipped with hydraulic lifts




The existing sidewalk elevator at the north end of the building that previously provided service access to the basement level shall be abandoned and removed in its entirety. A new cast-in-place concrete wall shall be installed to close off the access to the elevator hoistway from the basement level landing of the areaway stair, and the hoistway filled in completely (potentially excavated material from the basement could be placed here if it is suitable material and can be compacted appropriately). The existing opening in the sidewalk at grade level shall be infilled with a new concrete slab after filling in of the elevator hoistway has been completed.

4.2 Building Interior

4.2.1 General Scope The existing building interior shall be completely gutted and rebuilt including all building systems. All materials and systems in the interior of the building shall be new except for what remains of the building shell and structure. In addition, the Maryland Historic Trust has requested that the interior trim moldings around the existing exterior window and door openings remain.

The north and south wings of the basement have limited headroom, but to maintain as much of floor 1 thru 3 for office and laboratory program functions, there is a significant need to locate support facilities such as file and storage rooms, long term freezer storage rooms, etc. in the basement. Currently the south wing of the basement is not fully excavated and has no finished floor slab. In order to provide as much usable space in the basement, the south wing shall be further excavated and a concrete floor slab poured to improve the area to be fully finished. The location, size and elevation of the existing column footings dictate the elevation of the floor slab, and the amount of usable space that can be provided. The footings in the perimeter bays are not as deep as the footings for the interior column bay which creates the situation where the perimeter column bays are not fully usable due to a lack of height.

4.2.2 Interior Design Principles Incorporate sustainable design practices into the facility design to the extent feasible and as required to meet LEED Silver

Use 'green' products and environmentally responsible materials (material content, manufacturing process, recyclable quality) with reused and recyclable characteristics and/or a life cycle that minimizes adverse effects to the natural environment. Incorporate bio-based products as much as possible, which complements the mission of the USDA. Select materials that perform well under demanding use, require minimal maintenance with hard chemicals, and support a sterile environment where required.

Interior wall construction shall be provided and detailed to minimize the transfer of sound from one space to adjacent spaces. The transfer of smells and moisture shall be minimized for areas such as autoclave rooms where these may be generated. Fire resistance-rated partitions around shafts and egress stairs shall be constructed per UL assembly requirements.




Carpets provided shall have excellent soil hiding characteristics and resistance to staining, and that are easily cleaned. Ceiling tiles shall be bacteria and moisture resistant. Epoxy flooring shall be provided to include anti-microbial additives.

4.2.3 Building Entrances & Lobby Areas The original building design treated the interior spaces just inside the building entrances including what could be considered the main lobby the same as other interior public spaces. No special design features, treatments or finishes were included in these areas, therefore, the renovations do not incorporate adding any.

4.2.4 Corridors The proposed floor plan maintains the existing concept of a central double loaded corridor. Existing windows at either end of the building and from the elevator lobby at the center of the building provides the corridor with natural light. The long central corridor is only broken up visually by alcoves and ceiling projections; provide a multi-color pattern in the floor tile for additional visual interest. Barrier free access shall be provided to all handicapped facilities from corridors and to functional spaces from corridors.

Drinking Fountains shall be provided at one location along the central corridor on each floor. Drinking fountains shall be dual height units providing refrigerated filtered water, including a bottle filling station.

4.2.5 Restrooms Adequate men and women's rest room facilities have been designed and provided on each floor of the building. Shower and toilet facilities have been designed in the basement. Finishes shall be durable and easily cleaned and maintained (i.e. ceramic tile flooring and wet walls). By request of the laboratory staff, lockers are provided in each toilet room. A complete toilet accessory package shall be provided for all rest room and shower facilities.

4.2.6 Vertical Circulation A new state-of-the-art combination passenger/service machine-room-less elevator shall be provided to serve Building 307 for movement of staff as well as to transport heavy materials. The elevator shall be located in the existing hoistway space in the center of the building, and extend from the basement to the attic. This will provide easy access to the attic mechanical areas. The elevator shall have a capacity of 4,000 lbs. and operate at 150 feet per minute. Provide required structural support for the hoistway equipment at the top of the shaft. An elevator control room shall be provided at the attic level for location of the elevator control cabinet in lieu of locating it in the hoistway.

New egress stairs shall be constructed in the north and south ends of the building and shall extend from the first floor to the attic. The south stair shall also extend to the basement to provide a means of egress from that end of the building once the south wing of the basement is converted to usable space. These stairs shall satisfy the occupant load for egress. The center stair shall be rebuilt from the basement level to




the first floor to serve as both a means of egress from the basement level and convenient access to the building common spaces located there. The center stair shall not extend above the first floor, the existing floor openings shall be filled in and turned into usable program space.

4.2.7 Custodial

A janitor’s closet is provided on each floor, centrally located. The room is sized to accommodate the required equipment and storage of cleaning and restroom supplies. Provide shelves, square mop basin, and a wall mounted mop rack as a minimum.

The janitor’s closet on the first floor is sized to double as the collection and storage area for recycling materials (paper, bottles and cans, etc.).

4.2.8 Mechanical & Electrical Rooms

The attic is 100% dedicated to mechanical equipment and systems, being utilized as one contiguous space without dividing walls. Various areas in the basement are also dedicated to mechanical, plumbing and electrical equipment and systems, including utility service points of entry. Some, but not all, building system installations are contained within separate rooms in the basement.

There are no mechanical or electrical rooms provided on floors one thru three, however an IDF Rooms for data network and telecommunications is provided on each of these floors.

Access control shall be provided on the access to all mechanical and electrical rooms or areas containing major equipment or systems.

Existing shaft penetrations thru the floor slab are being utilized to the maximum extent possible. Those that are no longer needed shall be closed with concrete infill to match adjacent slab construction. New slab penetrations for ductwork, piping and/or conduits shall be provided as necessary where there are either no existing penetrations, or the existing are insufficient to meet the project requirements.

The existing Verizon Room on the first floor must be retained in its current location, and must remain in full 24/7 operation (with access provided) throughout the demolition and construction project. This room is leased to Verizon and BARC has no control over Verizon’s operation and use of this room. The scope of work that affects the physical room is limited to the replacement of the exterior windows, replacement of the entrance door and the addition of fire protection. Other than maintaining the operation of, and access to the room, there is no scope of work in this project for the Verizon Room.

The Campus Data Room across the corridor from the Verizon Room on the first floor is similar. It also must be kept in operation 24/7, including providing access to it throughout the demolition and construction project, however it is controlled by BARC and activities affecting this room can be more readily coordinated through the BARC IT group. Again, the only scope of work that affects the physical room is tehn replacement




of the exterior window, replacement of the entrance door and the addition of fire protection.

4.2.9 Finishes General: Reflectivity of finish materials shall meet the following requirements: Ceilings shall have a coefficient of reflectivity of not less than 75%, walls not less than 50%, and floors not less than 20%.

4.2.10 Walls

All interior wall surfaces shall be painted (except for existing construction in unfinished areas of the basement and attic). Walls within offices and workspaces shall be painted a single light color with the number of coats applied to completely cover the new substrates. Accent walls painted a complementary color shall be provided throughout the office areas; one wall in each private office, and strategically placed walls in open work areas. Clean-ability and maintenance shall be considered when selecting the color. Use of light colors for the painted surfaces and other materials shall be utilized in order to minimize lighting output requirements.

Ceramic wall tile on wet walls in the restrooms is the only other wall finish provided other than painted drywall.

4.2.11 Floors Carpet tile shall be used in both open-plan and enclosed office spaces, as well as common areas such as the conference room. Entrance vestibules shall have a modular carpet tile specifically manufactured to function as an entranceway walk off mat.

The main building lobby shall have a high quality porcelain ceramic tile floor finish with matching base. Quartz tile shall be used in the corridors and the laboratories with resilient base. Resilient tile shall be used in the stairs in conjunction with resilient stair accessories and resilient base.

Seamless epoxy resinous floors with a broadcast quartz matrix and integral coved base shall be provided in wet areas such as autoclave rooms.

4.2.12 Ceilings Smooth mineral fiber acoustic tile shall be provided for corridors, lobbies and office areas with a high light reflectance value (0.90) to effectively distribute reflected light from lighting and exterior windows.

Mylar faced mineral fiber ceiling tile shall be provided for the laboratories for easy cleaning. Ceramic based ceiling tile shall be provided for wet areas such as autoclave rooms.

Where it is necessary to obtain access to the space above a suspended ceiling for maintenance work, the ceiling shall be fully accessible. No panel shall exceed 15 square feet in size in order to facilitate removal by one person.




4.2.13 Doors Minimum dimensions of a typical door opening shall be 3’-0” in width and 7’-0” in height. Laboratory entrance doors typically shall have in addition to the 3’-0” wide active leaf, a 1’-0” wide inactive leaf. Cross-corridor and other special purpose door openings may include a pair of doors of equal size (refer to floor plans).

Tops of doors shall be a minimum of one foot (1’) below the ceiling.

Doors and doorways shall meet all accessibility standards and maneuvering clearance requirements.

Interior doors typically shall be solid core wood doors with veneers to receive an opaque finish. Hollow metal doors are provided in service and basement areas, and at wet areas; galvanized at wet locations. Door frames shall be heavy duty hollow metal; galvanized at exterior and wet locations. Hardware shall be heavy-duty commercial grade with satin stainless steel finish.

4.2.14 Signage Identification signs, building directories, and bulletin boards shall be designed in compliance with the requirements specified in “Policy and Procedures (P&P) 243.2 – Signs, Office Identification, Building Directories, and Bulletin Boards” – www.usda.gov/agency/oc/design/index.html.

Standards: For public convenience, buildings, offices, facilities, centers, and stations shall be marked by signs or lettering on the buildings and doors. Signs shall be erected at the main entrances of buildings, stations, etc. Principal buildings of such facilities shall also be identified.

Uniformity: Signs shall be uniform and conform to the USDA standard Visual Management Guide design.

All signs shall conform to the Uniform Federal Accessibility Standards (UFAS).

Typeface: Typeface required for messages on all USDA signs is Helvetica Bold – in upper and lower case.

Braille: Any permanent signs such as those for elevators/elevator lobbies/stairs, etc. must include Braille.

Sign Types: Examples but not limited to:

° Directional signs ° Room identification signs ° Building directory ° Stair identification ° Emergency plan signs ° Fire extinguisher location signs ° Warning signs - flammables ° Information signs

http://www.usda.gov/agency/oc/design/index.html




4.3 Laboratory Modules

4.3.1 Laboratories Initially it was preferred that each laboratory should be designed as a generic lab module to the fullest extent possible for flexibility. However, after completing programming it was determined that this would be difficult as many of the scientists have very specific needs which do not align easily with the needs of their colleagues.

Lab modules are designed for Biosafety Level 2 throughout. Refer to current ARS Manual 242.1, ARS Facilities Design Standards, Chapter 9, Biohazard Containment Design.

Refer to the laboratory floor plans for proposed lab layouts, the room-by-room data sheets for the specific requirement for each laboratory, equipment lists, and detailed service requirements.

Due to existing conditions (Building 307’s floor to floor elevation is 11’– 6”), typical lab module’s ceiling height shall be limited to 8’– 0” where finished ceilings are provided.

Equipment space shall be provided alongside the walls, in the instrument rooms with several 120V outlets and a 120V and a 208V outlets connected to stand-by power source. Raceway with 120V duplex outlets 18” O.C. shall be provided 8” above wall benches. Overhead power outlets shall be provided for the island benches.

Central Lab Gases:

Compressed Air: The researchers have stated there is no need for a central compressed air system, so one shall not be provided. Compressed air is required to serve the autoclave controls, so local individual compressors shall be provided to cover this need.

Vacuum: A central vacuum system shall be provided which will be distributed to all fume hoods, biosafety cabinets, laminar flow hoods and lab benches.

Specialty Gases: A CO2 tank farm with manifold shall be provided in a central location with distribution to incubators in the Culture Rooms and other incubator locations from the manifolded system. Any other laboratory gas needs of the researchers or equipment shall be meet by local gas cylinder placement. Provide gas cylinder restraints for all gas cylinders.

Natural Gas: Although it was desired by a small number of researchers, it was decided not to distribute natural gas to the laboratories for various reasons, safety concerns being a major contributor to the decision.

Central Purified Water: R.O. water shall be distributed to each lab module sink from a central system located in the basement.

The ARS Manual 242.1, ARS Facilities Design Standards, Chapter 7, Safety & Health Elements, requires an emergency shower in each lab. Tempered water shall be provided to the emergency showers. Each laboratory shall be provided with a fire




extinguisher (10 lbs. ABC Multipurpose), and where appropriate, a chemical or biological spill kit compatible with the type of expected spill.

Each lab will typically have a lab entry door from the main corridor consisting of a 3’-0” wide active leaf and a 1’-0” wide inactive leaf that can be opened up to facilitate the moving of large equipment when necessary. The active leaf shall be provided with a 2’-0” x 3’-0” vision panel. The entry door into each lab shall be equipped to provide electronic controlled access.

Per ARS Manual 242.1 Facilities Design Standards, Chapter 7 Safety and Health Elements, Section 7.2.11 Additional Exits, each laboratory is required to have a secondary means of egress. This requirement is being satisfied by the provision of communicating doors between adjacent labs, or other adjacent spaces where there are not two labs adjacent to each other.

One lab on each floor shall be provided as a barrier free work space. The special lab modules must meet UFAS requirements (include an accessible fume hood and a sink) within the module.

4.3.2 Laboratory Furniture All laboratory casework shall be high quality fixed steel base and wall cabinets with epoxy tops. The use of light colored laboratory tops is recommended to enhance light reflection and improve overall staff performance and perception of the space. A preliminary determination for the use of wall space above fixed lab benches has been provided but shall be verified in later project phases with the individual lab user. It can be one of the following options:

° No casework where large bench mounted equipment are present. ° Wall cases with sliding glazed doors ° Wall cases with swinging glazed doors ° Adjustable open shelving on wall brackets

Typically, center island lab benches shall be provided with adjustable open shelving on standards above the bench. The shelving shall be three (3) shelves high. Task lighting shall be mounted to the underside of the lowest shelf. The shelving shall be provided with lips to prevent items from falling off the shelves. Electrical wire way shall be mounted to the shelving standards.

The typical lab sink shall be an under mount epoxy sink approximately 25”x15”x10” deep. A cold-water faucet with serrated hose connection, a hot and cold water mixing faucet with an aerator, and a R.O. water faucet with serrated hose connection shall be provided at each sink. Each faucet shall be equipped with 8” spread gooseneck, and a backflow preventer Foot pedal controls shall be provided at laboratory sinks in all EMFSL labs & lab support rooms. Foot pedal controls shall not be provided in any ABBL labs. OSHA compliant emergency eyewashes shall be provided adjacent to each laboratory sink. A separate OSHA compliant and barrier-free emergency shower shall be provided in all laboratories. The showerhead shall be ceiling recess mounted with the activation handle component recessed in the wall directly behind the showerhead.




A utility chase shall be provided behind each island bench sink extending between the bench and the ceiling to facilitate bringing utility services to the island. A utility chase shall also be provided on any island bench that does not have a sink located in it.

A pegboard shall be provided at each lab sink, mounted to the utility chase or wall directly behind the sink. Pegboards shall be epoxy with polypropylene pegs and stainless steel drain troughs.

Accommodations shall be made on all utility chases at island bench sinks for the researchers to add a polisher for RO water should it be desired. A shelf and electrical outlet shall be provided on the utility chase for this above the pegboard

Provide deck mounted needle valves for vacuum at various locations on benches throughout all working lab spaces. Provide at a minimum of one (1) per eight feet of bench length. Provide single valves on benches along walls, and double valves on island benches.

Provide modular casework from manufacturers such as Kewaunee, Bedcolab, New England Casework, etc.

4.3.3 Fume Hoods & Biological Safety Cabinets Fume hood requirements vary throughout the building, however, the need for fume hoods is relatively minor, and do not occur in each lab. The typical fume hood shall be 4’-0” wide. Refer to ARS Manual 160, Chapter 37, ARS Ventilation and Laboratory Chemical Fume Hoods Standards for additional information governing the use of fume hoods. A much more significant amount of the work in these laboratories is done in either biological safety cabinets or laminar flow hoods, which will have a larger presence throughout the laboratories and some lab support spaces. All fume hoods and biological safety cabinets (labeled BSC) indicated in the plans shall be provided and installed by the DB Contractor.

Low flow fume hoods are not permitted per the ARS manual.

Fume hoods, biological safety cabinets & laminar flow hoods shall be located away from doors, windows, and occupant traffic flow. Where they are placed opposite one another, the design shall take into consideration egress and aerodynamic requirements.

Fume hoods shall include work surfaces with raised lips and be equipped with a vacuum outlet and two (2) 120V duplex outlets. Water and cup sinks with drains are not required in the fume hoods. Sash stops shall be provided at 18” above the workbench. Face velocity shall be 100 FPM plus/ minus 10% at any sash opening (between 90 FPM and 110 FPM).

Locate a 24” wide flammable storage cabinet and a 24” wide acid storage cabinet under each hood (except for ADA compliant hoods). Do not vent the flammable storage cabinets. Acid storage cabinets shall be vented through fume hood with a double vent - one high and one low per ARS safety requirements). At ADA compliant hoods, locate an 18” wide acid storage cabinet under the hood and provide a 24” wide flammable storage cabinet elsewhere in the lab.




Specialty hoods shall be provided in the following locations: a perchloric hood in Dr. Ramsay’s laboratory on the third floor (ABBL Lab 6, Room 312), and a radioisotope hood in the Radioisotope Lab (Room 336), also on the third floor.

Fume hoods and BSC’s shall undergo field certification testing by the DB Contractor to ensure proper operation. Fume hoods and BSC’s shall be certified to NSF/ANSI 49, ASHRAE 110, OSHA, AIHA/ANSI Z9.5, SEFA and manufacturer’s specifications as applicable.

4.3.4 Laboratory Offices Laboratory offices are provided separate from the laboratories. All RL’s and SY’s are provided with private enclosed offices with access to an exterior window. A standard office door is 36 inches wide. All others staff shall be located in landscape type open workstations with partial height panel enclosures within larger open spaces. These spaces vary in size and configuration, with 3 person rooms on the third floor being the smallest.

4.3.5 Laboratory Equipment

The DB Contractor shall provide and install the following laboratory equipment:

° Fume Hoods ° Biological Safety Cabinets ° Plant Growth Chambers ° Controlled Environment Rooms (Cold/Freezer Rooms) ° Autoclave/Sterilizers (Type 1, Type 2 & Type 3)

The DB Contractor shall relocate from Building 200 the following laboratory equipment and install it in Building 307:

° Autoclave/Sterilizer (Type 3)

All other laboratory equipment shall be provided and installed by the Government.

4.3.5 Laboratory Assignment Each laboratory in the building has been assigned to a specific SY/RL who helped develop the layout and requirements for each space. The labels on the Bridging Document floor plans are generic. The following table provides the assignment of each laboratory to the SY/RL whose will occupy the space.




FLOOR ROOM NUMBER ROOM NAME ASSIGNED SY/RL First Floor 108 EMFSL Lab 1B Dr. Luo First Floor 109 EMFSL Lab 1A Dr. Nou First Floor 110 EMFSL Lab 2 Dr. Bhagwat First Floor 111 EMFSL Lab 3 Dr. Patel First Floor 112 EMFSL Lab 4 Dr. Sharma Second Floor 211 ABBL Lab 12 Dr. Long Second Floor 221 EMFSL Lab 8 Dr. Haley Second Floor 222 EMFSL Lab 7 Dr. Van Kessel Second Floor 225 EMFSL Lab 6 Dr. Santin-Duran Second Floor 226 EMFSL Lab 5 Vacant Position Second Floor 235 ABBL Lab 10 Vacant Position Second Floor 236 ABBL Lab 11 Vacant Position Third Floor 309 ABBL Lab 8 Dr. Miska Third Floor 311 ABBL Lab 7 Vacant Position Third Floor 312 ABBL Lab 6 Dr. Ramsay Third Floor 315 ABBL Lab 5 Dr. Elsasser Third Floor 316 ABBL Lab 4 Dr. Weglarz




4.4 Site/Civil

4.4.1.1 Site The site is mature, with large, adult trees and other landscaping features. The topography is gently sloping and access from Building 307 to adjacent buildings is from concrete sidewalks. The traffic circulation shall reconfigure so that the service area on the north end of the building can be accessed by vehicles. Parking space counts shall be conducted to ensure adequate parking and ADA compliance. The site is serviced by existing utility systems. The storm water runoff is generally handled through a series of inlets and pipes. Water, sanitary sewer, communications and electric are all supplied through buried systems adjacent to the building.

4.4.1.2 Constraints Initial review of the build-able areas combined with the building height and floor footprint establishes the program constraints, with the exception of a new areaway to be added to the north end of Building 307. Additional siting requirements include the following.

° The requirement for UFAS compliance for access to the building from the parking areas;

° Repair of parking areas east of Building 307; and ° Screening of new outdoor mechanical / electrical equipment (cooling

tower, generator, etc.)

4.4.2 Civil

4.4.2.1 Water Supply

4.4.2.1.1 Codes and Standards ° Washington Suburban Sanitary Commission ° Maryland Department of the Environment ° American National Standards Institute (ANSI) ° American Society for Testing and Materials (ASTM) ° American Water Works Association (AWWA) ° National Fire Protection Association (NFPA 24)

Domestic and Fire Protection: An existing main that was constructed in 1995 is located across the front yard area and will provide the water service to Building 307. This connection is in service at present. New piping to the main shall be designed to accommodate the building demand for domestic and fire water.




4.4.2.1.2 Source Water supply for the building will be provided from the existing on-site distribution system. The system is connected to a main located in front of Building #307. The on-site system is owned and operated by USDA personnel. The existing water service in the area is expected to provide sufficient capacity.

In order to meet current codes, the existing main in front of the building shall be tapped for the new domestic and fire water service to Building 307. Current hydrant flow test data is available and demonstrates the following:

° Static Pressure: 56psi ° Residual Pressure: 50psi ° Flow: 735gpm

The projected demand for fire suppression is 725gpm and 100psi at the top of the standpipe system. A new fire flow test shall be required to verify current information and to provide data for the new fire pump to be installed in Building 307.

4.4.2.2 Storm Sewers

4.4.2.2.1 Codes and Standards ° Maryland Department of the Environment – Water Management

Administration ° American Society for Testing and Materials (ASTM) ° American National Standards Institute (ANSI ° ARS Facilities Design Standards, Manual ARS-242.1, May 1st, 2012

Edition

4.4.2.2.2 Projected Facility Demands The existing site storm drainage system shall be protected in place for reuse. The contractor is responsible for evaluating total site disturbance, applicable MDE restrictions, and designing and submitting Erosion and Sediment Control and Storm water Management Plans to MDE for review and approval.

4.4.2.2.3 Building Drainage The primary roof storm water shall be collected in roof gutters located at low points and be piped down the exterior wall to be discharged on splash blocks at grade. Pipe sizing, inverts of pipes leaving the building and building storm water quantities shall be furnished to civil engineers when final calculations are completed.

4.4.2.3 Sanitary Sewers and Sewage Disposal System

4.4.2.3.1 Codes and Standards ° Washington Suburban Sanitary Commission ° American Society for Testing and Materials (ASTM) ° ARS Facilities Design Standards, Manual ARS-242.1, May 1st, 2012

Edition




4.4.2.3.2 Projected Facility Demands The sanitary sewer demand from Building 307 shall be based on demand from the renovated building space. The sanitary demand from the all plumbing fixtures shall be accounted for, including neutralized laboratory waste.

The sanitary loading from the building will be analyzed along with the existing sanitary sewer system. A sanitary main that was constructed in 1998 is in use at present. Since piping from the building is old, new gravity piping will be designed to connect to the main.

4.4.2.5 Electric A new underground electrical ductbank is anticipated from the new transformer into the building at the northeast side of the building for this project (refer to the Electrical Power Distribution section). A new ductbank and service from the switch east of building 307 east of the access road shall be provided.

4.4.2.6 Roads, Driveways, Parking Areas and Walks

4.4.2.6.1 Codes and Standards ° Maryland Department of Transportation (MDOT)

4.4.2.6.2 Projected Facility Loads The existing parking lot east of the Building 307 shall be milled and overlayed with two inches of asphalt and new curbs shall be installed adjacent along the sides of this parking area. New line striping shall be installed to ensure the maximum number of parking spaces will be provided and that the adequate spaces for the handicapped are accessible according to the current ADA / UFAS guidelines. A new loading dock on the north end of the building shall be provided which will require vehicular access.

All of the site walkways surrounding the building are in poor condition and shall be replaced. Site walkways not subject to vehicular traffic shall be Portland concrete cement (non-load bearing), typically 4” thick. Curbing shall be Portland cement concrete, and shall be limited to main travel areas in order to minimize the requirement for storm water collection structures and handicap ramps.

4.4.2.7 Dust and Erosion Control

4.4.2.7.1 Codes and Standards ° Maryland Soil Erosion and Sediment Control Handbook

4.4.2.7.2 Dust Control Dust control at the site shall be accomplished during construction by applying water to disturbed areas as necessary to control the spread of dust created as a result of construction activities.

4.4.2.7.3 Erosion and Sediment Control




Erosion and sediment control measures shall be implemented at the site in accordance with the Maryland Soil Erosion and Sediment Control Handbook. An MDE permit will be required to be prepared and provided by the design build contractor. The specific measures to be utilized at the site, and limits of each, shall be developed during the Construction Documents phase of the project. General conservation practices to be utilized at the site include:

° Silt Fence ° Storm Drain Inlet Protection ° Others as required by MDE

Any site grading shall be designed for low maintenance and provide sufficient slope for surface run-off.

A Soil Erosion and Sediment Control Plan shall be prepared during the Construction Documents Phase of this project for submission to the appropriate authorities for review.

4.4.3 Landscape Architecture

4.4.3.1 Design Principles ° The site is mature, with large adult trees. Existing mature trees shall be

protected during construction. ° Landscaping for the project shall be minor in nature. Disturbed grass

areas shall be restored and screening for the new cooling tower, generator and electrical transformer at the northeast corner of the building shall be provided.

° The design shall respect and preserve the natural attributes of the site, the site’s individual character, and regional character in the site planning. Full advantage shall be taken of existing site and landscape potential by preserving the site’s natural features to the fullest extent possible.

° Plants shall be used that thrive in this climatic hardiness zone. ° Preference shall be given to materials, products, and plants indigenous

to the locale. ° Landscape features shall be designed and materials selected for

unrestricted accessibility.

4.4.3.2 Mitigating Undesirable Conditions Hazards and nuisances from off-site or on-site sources shall be considered when developing the site plan. The negatives of air, noise, and smoke or dust pollution are planned to be minimized by taking advantage of such factors as natural terrain, existing vegetation, and building orientation.




4.4.3.3 Grading Around Existing Trees Where trees are to be preserved, existing grade shall not be disturbed within the circle of the tree drip line by re-grading or paving.

4.4.3.4 Plant Materials Primarily, any plant selection shall be based on the adaptability to the region, growth rates, weathering, maintenance requirements, and water consumption.

4.4.3.5 Loading Area A receiving area at the ground level of the north end of Building 307 will be created. Due to the difficulty of providing a new opening in the existing masonry wall, off-loading access to the building will be through the renovated entry.

4.5 Structural

4.5.1 Foundations Visual inspection of the building indicated no problems with its existing foundation system. The foundation system used for Building 307 consists of square footings and grade beams.

4.5.2 Existing Structure Structurally, building 307 is a concrete building with a timber roof truss system. It is approximately 240 feet along the north/south axis and 63 feet in the other direction. Its columns are typically spaced at 16 feet the north/south direction and approximately 13 feet in the east west direction. Primary beams are integrally cast into the columns and run in the east/west direction providing a rigid system of support restricting imposed lateral loads. The first through attic floor systems are comprised of combined concrete joist/slab spanning between beams. Secondary beams span between columns in the long direction. The combined length of the building in the long direction coupled with secondary beams integrally cast into the columns provides rigid lateral support in that direction. The primary beams are typically larger in size than the secondary beams.

4.5.3 Capacity of Structure The proposed loads this building will support are similar to the loads the building has historically supported. Thorough investigation of the building elements has been performed to determine that Building 307 is structurally sufficient for supporting loads presently proposed for this project. Calculations were performed to determine the sufficiency of the various structural components of the building including the slab system, connecting beams and columns. If equipment is added to the project that exceeds the structural floor system capacity, steel members will be incorporated into the floor system providing additional capacity.




4.5.4 Summary of Alterations Alterations to Building 307 that impact it structurally include, two new staircases located in the building, and an elevator. These proposed changes to the building should be accomplished without compromising the main structural elements.

4.5.5 New Stairs and Elevators The new stairs and new elevator will require demolition of the slabs penetrated. Steel members will be attached to the primary beams providing support for the floor slabs where there will be discontinuity. Some excavation below the existing basement slab with the pouring of new slab foundations will be required to support the elevator.




4.6 Mechanical – Heating, Ventilation & Air Conditioning (HVAC)

4.6.1 Design Conditions Outdoor Design Conditions for this Project:

° City Name: BWI Airport (ASHRAE Data Location) ° Location: Maryland ° Latitude: 39 degrees ° Elevation: 146 feet

Summer Design:

° Dry Bulb Temperature 94 °F (ASHRAE 1%) ° Wet Bulb Temperature 75 °F (ASHRAE 1%) ° Daily Temperature Range 21 °F

Winter Design:

° Dry Bulb Temperature 10 °F (ASHRAE 99%)

4.6.1 Codes and Standards ° The following codes and standards apply to this project:

° International Mechanical Code, 2015

° American Society of Heating, Refrigerating & Air Conditioning Engineers (ASHRAE) handbooks

° Sheet Metal and Air Conditioning Contractors' National Association (SMACNA) standards

° ARS Facility Design Guideline 242.1, 2012

° Applicable NFPA codes and guidelines

° Heating and cooling load calculation for this project will be performed using the Carrier HAP version 4.9 computer load calculation program. This program calculates hourly cooling and heating loads over a statistical year, taking envelope, solar, internal and occupant loads and heat transfer time lags into account, using the transfer function calculation technique.

4.6.2 INSIDE Design Conditions The following design conditions shall be met in the different space classifications within the building:




Space Summer Winter

Temperature Humidity Temperature Humidity

Laboratories & Support Areas

76° F db 50% RH 70° F db 30% RH

Offices, Conference Room, Toilet Rooms, Misc. Office Areas

76° F db 50%RH 70° F db 30%RH

Elevator Machine, Electrical & Mechanical Rooms

76˚F 65° F db

Electrical Rooms, Janitor’s Closets

85˚F

Stairwells Unconditioned 65° F db

IDF Rooms 78°F 40%RH 72°F 40%RH

[* ] Spaces with continuous cooling loads will be provided with mechanical cooling]

4.6.3 Equipment and Lighting Loads The following equipment and lighting loads shall be used to calculate the cooling loads for the building:

Space Equipment Load Watts/SF

Lighting Load Watts/SF

Offices 1 W/SF 1.2 W/SF

Conference Room 2 W/SF 1.5 W/SF

Laboratories Actual Equipment Load, but not less than 8 W/SF 2 W/SF

Laboratory Equipment Rooms

Actual Equipment Load, but not less than 40 W/SF 2 W/SF

Corridors N/A 1.5 W/SF

IDF Rooms 80w/sf or actual room load 1w/sf




4.6.4 Occupancy Loads & Ventilation/Exhaust Requirements The following values occupant densities and ventilation or exhaust rates shall be used in establishing ventilation requirements for specific areas and are based on ARS standard 242.1:

Space Occupant Density Persons/SF

Ventilation Requirement cfm/person or ACH

Offices 1 Person/9 SF 100% O.A. (1)

Conference Room Seating Capacity 100% O.A. (1)

Laboratories Laboratory Equipment Rooms

1 Person/9 SF 8 ACH Minimum Occupied 4 ACH Minimum Unoccupied

2ACHR for Equipment spaces

Corridors N/A 2ACH

Janitor’s Closets N/A 12 ACH Exhaust

Toilet Rooms N/A 12 ACH Exhaust

(1) Office spaces are feed off the lab units and recirculated back to the lab units

4.6.5 Fume Hood Exhaust Criteria Chemical fume hoods shall maintain an average face velocity of 100FPM at a 18 inch sash height. Fume hoods will be equipped with an airflow monitor with direct reading flow indicators and audible-visual alarm. Exhaust air flow rates shall be as follows:

Hood Type

Size Maximum Flow CFM

Minimum Flow CFM

Maximum Sash

Height

Chemical 4’-0” 485cfm 150 cfm 18”

Chemical 6’-0” 785 cfm 200 cfm 18”

4.6.6 Systems Descriptions

4.6.6.1 Building Central Plant General: The central chilled water system pumps, steam and hot water systems will be located in the basement level. All airside equipment - Laboratory air handling units, exhaust fans, and energy recovery equipment - will be located in the attic. Air cooled chiller will be on grade.




Chilled Water System: Cooling will be provided by two air cooled chillers located on grade and screened by vegetation.

The chillers will be scroll type, of approximately 275-ton capacity each. Each chiller will be sized for 60% of the building peak cooling load, resulting in a total plant capacity 15% greater than the calculated building load, in accordance with ARS guidelines. Part load chiller efficiency (IPLV) will be a minimum of 15.5. Chilled water temperatures will be optimized to reduce pump energy and maximize overall plant efficiency.

Chilled water will be distributed through the building by variable primary only distribution pumps. Air handling units will be equipped with 2-way chilled water control valves.

Heating System: Building re-heat and pre-heat will be provided by a steam-to-hot water converters fed from the basement steam service. Each converter will have a steam control valve assembly. Hot water will be distributed through the building by variable speed hot water pumps. The system convertors and pumps will be sized for an additional 25% future heating capacity. The existing steam main traverses across the basement and will be retained and re-insulated.

Administrative and office areas of the building will be heated with hot water reheat VAV box reheat coils.

Laboratory areas will be heated by hot water reheat coils in the laboratory supply terminal boxes. Laboratory reheat coils will also modulate to maintain precise humidity and temperature control conditions and prevent overcooling in laboratory spaces during off-peak conditions.

4.6.6.2 Main Laboratory Ventilation System Supply Air System: Four (4) 100% outdoor air handling units of approximately 17,500 cfm capacity each will condition all supply air serving the laboratory and office spaces. The units will be sized for approximately 10% future capacity. The units will be variable volume, of modular insulated double-wall construction, equipped with energy recovery, hot water preheat, chilled water cooling coils, 35% prefiltration, 85% final filtration, humidification and 2 direct drive plenum fans.

The air handling unit and distribution system will be designed to accommodate future laboratory program changes and provide at least 10% reserve air capacity.

Outdoor air intakes at the attic level have been located in an advantageous position with respect to the site’s prevailing wind and the position of the common building exhaust stack at the center ridge of the building, to minimize risk of re-entrainment of building exhausts.

The laboratory ventilation design is based on a generic laboratory design developed for the specific spacing of this building. In the standard laboratory module, air is supplied from one terminal box with hot water reheat located in the lab, and exhausted through fume hood and/or general exhaust terminal units. Supply and exhaust duct risers are




collected into headers in the attic space. No internal duct liner will be used in supply ductwork.

Terminal units in each laboratory space will provide variable volume of air to provide conditioning, tracking the operation of the associated laboratory exhaust terminals to maintain proper space pressure relationships. Supply air volume will be based on the cooling airflow, minimum lab air change rate, or maximum fume hood exhaust rate for each space, whichever is greatest. Controls will automatically seek to satisfy the greatest of these three demands. There will be no recirculation of laboratory air.

While occupied, a minimum of 8 air changes per hour (ACH) will be provided. While unoccupied, the minimum will be reduced to 4 ACH as long as the design temperatures are met. Supply airflows will lead or lag exhaust airflows by a constant volume to maintain either a net positive or a negative pressure with respect to the corridor or adjacent space, based on laboratory requirements. The offset shall be equal to 15% more exhaust than supply per ARS 5.4.4 Item B. The standard generic laboratory will be net negative pressure. If there is a specific requirement, laboratories can be reconfigured for positive pressure. Laboratory HVAC systems will operate 24 hours, 7 days a week.

Occupied office and administrative areas will be designed for a minimum peak air change rate of 6 air changes per hour in accordance with ARS 242.1 guidelines. The air flow for the office shall be supplied by the lab units and re-circulated back to the lab nits for energy conservation measures. All supply air ductwork will be externally insulated. Internal duct liner will not be used in supply or exhaust ductwork.

Ventilation system operation will not change from summer to winter. All spaces will be served from the 100% O.A. manifolded air handling units in the attic. Overall, the building will be maintained at a slight net positive pressure with respect to atmosphere, for control of outside air infiltration and moisture migration through the building envelope.

Exhaust Air System: Exhaust air will be drawn from the generic laboratory space through fume hoods and or general exhaust terminal units, coordinated to maintain the applicable minimum air change rate. Fume hoods will be in operation 24hours a day. Fume hood face velocities will be maintained at an average velocity of 100 fpm for sash positions up to 18 inches.

In order to minimize the number of exhaust fans and simplify the exhaust system, chemically compatible fume hood exhausts will be combined into the largest common manifolded systems allowed by ARS guidelines. Four (4) 17,000 cfm manifolded central exhaust fans will be utilized to exhaust the lab and office spaces. A redundant fan(s) shall be supplied to meet redundancy requirements. Each fan shall have a dedicated exhaust stack. All laboratory exhaust air will be discharged vertically from a group of stacks at center roof ridge of the facility downstream from the prevailing wind from outdoor air intakes for the facility.




Specialized fume hoods such as perchloric and radioisotope hoods shall be served by separate ductwork and individual exhaust fans systems and are not part of the energy recovery system.

A re-entrainment study shall be provided to validate exhaust and intake locations.

The large 100% outdoor air laboratory system and the proximity of comparatively large main exhaust headers make this facility an excellent candidate for an exhaust air energy recovery system, using the energy from the exhaust air stream to precondition incoming outdoor air, significantly reducing the winter and summer laboratory conditioning loads. Two technologies shall be evaluated: glycol run around (basis of design) and a heat pipe heat exchanger. The initial analysis indicates 5 to- 6 year simple payback in energy savings on the initial investment for these technologies. A full life cycle cost comparison of this energy savings option shall be issued with the contractor’s initial submission and the most energy efficient will be included in the design and construction.

4.6.6.3 Building Exhausts/Return The toilets, electrical/telecommunications rooms, and elevator machine room will be ventilated through the general exhaust system. It is desirable to return the office areas back to the laboratory units space permitting. No return fans are required; however, connections at the air handlers and exhaust fan manifolds will need automated dampers to shut off the return to the units in the economizer mode directed to the exhaust fans. The attic will be ventilated seasonally by attic exhaust fans. Other building exhaust fans will be controlled thermostatically through Building Automation System (BAS) controllers.

4.6.6.4 Energy Management and Control A DDC control system with electric actuators shall be utilized to control the operation of the mechanical equipment; as requested by USDA, the BAS shall monitor selected freezers and similar lab equipment, as well as some selected HVAC equipment. The system shall be monitored at Building 047. The system will be Siemens WITH NO SUBSTITUTIONS and an allowance for 1100 combination DI/DO and AI/AO points will be made. All freezers shall be alarmed back to the BAS system.

4.6.6.5 Sustainable Design Mechanical system selections are designed to maximize building efficiency and minimize energy consumption while meeting ARS guidelines. The mechanical conceptual design has been developed in keeping with the principles of sustainable design where possible and practical.

The mechanical design addresses indoor air quality performance, increasing ventilation effectiveness in occupied spaces, chemical and pollutant source control, human thermal comfort; and principles central to sustainable design. The building will be commissioned before occupancy. The building shall achieve LEED Silver certification. The design build contractor shall provide an energy model and LCCA achieving a 30% energy reduction from the ASHRAE 2013 baseline building energy model. If the LCCA is not cost effective,




the design shall achieve a reduction up to the point were the LCCA is cost effective. In addition, the contractor shall meet the requirements of Section 305 of the Energy Conservation Act as amended by EISA 2007. The final design must must reduce the energy consumption generated by fossil fuels by 65% compared to a similar building operating in Fiscal Year 2007.

4.6.6.6 Energy Conservation Methods The following energy conservation methods have been implemented in the mechanical systems at this facility to increase energy efficiency:

a) Replacement of existing windows at the building envelope, decreasing overall envelope U-value and also decreasing the outdoor air infiltration rate.

b) Variable volume fume hood design, limiting exhaust rates to the air quantity required to meet laboratory ventilation standards.

c) Variable volume supply and exhaust design with manifolded fume hoods.

d) Tempering lab air with office return air if space allows.

e) Efficient air-cooled central chilled water plant.

f) Variable flow chilled water secondary pumps for cooling distribution.

g) Chilled water temperature optimized for highest overall plant efficiency.

h) Variable flow hot water pumps for heating distribution.

i) Utilization of efficient central plant as a heating source.

j) Exhaust Air Energy Recovery System (Proposed – subject to full Life Cycle Cost Comparison analysis)

k) Utilize occupancy sensors l) Low pressure drop for HVAC design m) Will utilize automatic sash closures.

4.6.6.6 Energy Conservation Methods Not Utilized The following energy conservation methods have been eliminated in the mechanical systems at this facility due to site or project issues:

a) Ground source heat pumps cannot be utilized due to site constraints.

b) Condensing boilers, desuperheaters and condensing water heaters cannot be used because the project uses plant steam.

c) The existing roof and site cannot support solar panels due to site constraints and historic nature of roof.

d) Cannot use chilled beams due to high air exchange rate requirements.




4.6.6.7 Description of Testing and Balancing Requirements The final contract drawings and specifications will include requirements for a complete air and water testing and balancing subcontract. The testing and balancing sub-contractor will be independent of the mechanical contractor who installs the equipment to be tested and balanced. The testing and balancing contractor will be required to measure and adjust the capacity of all pumps, fans, AHUs and terminal boxes installed on the project. This will include adjusting all air devices in occupied spaces to the design airflow rates.

4.6.6.8 Commissioning The government will hire the commissioning agent and scope will be determined at that time.

4.7 Plumbing The following codes and standards apply to this project:

° International Plumbing Codes, 2015 ° American National Standards Institute (ANSI) ° American Society of Mechanical Engineers (ASME) ° American Society of Sanitary Engineering (ASSE) ° American Society of Testing and Materials (ASTM) ° Underwriters Laboratory (UL) ° National Electrical Code (NEC) ° Plumbing and Drainage Institute (PDI) ° American Society of Plumbing Engineers (ASPE) ° ARS Facilities Design Standards, Manual ARS-242.1, May 1st, 2012

Edition

4.7.1 Description of Systems

Domestic water will be supplied from the new water line serving east of Building 307. New domestic and fire protection water mains shall be provided. The domestic water and fire protection water mains will have main shut-off valves and backflow preventers located in the basement floor mechanical room. The pressure of the domestic water service shall be increased by a duplex booster system to a pressure no more than 80 psig; the line shall be routed at the ceiling to serve the domestic water heater and all equipment requiring water in the mechanical room and throughout the building. Domestic hot and cold water will then be routed to general purpose supply risers and laboratory supply risers located in building chases. Piping downstream of the hot water heaters will be copper for 10 feet. All other domestic and laboratory water systems will be solvent based CPVC.

Plumbing fixtures shall be connected to a gravity sanitary waste and vent collection system and will connect to a new sanitary sewer line exiting the building.




There will be a laboratory service chase located in the corridor, which will house all plumbing utilities to supply workbenches, fume hoods, emergency eyewash/showers and sinks. There shalll be shut-off valves in the utility chase and at the supply to each worktable. All utility piping shall be routed horizontally in the crawl space located in the basement and up inside utility service chases.

Laboratory fixtures will be connected to a gravity waste and vent system. Acid resistant piping and vent is not required.

Final sizing of piping shall be completed in the construction documents provided by the contractor’s AE design team with domestic water and sanitary waste and vent riser diagrams provided.

Floor drains shall be installed in all toilet rooms, trash room, janitor closets, and mechanical equipment rooms. Trap primers shall be provided on all floor drains.

4.7.2 Domestic Hot Water System Domestic hot water heating shall be accomplished by indirect fired hot water heating. Heating water-to-hot-water storage tanks shall be located in the basement mechanical room.

Hot water shall be produced at 60ºC (140ºF). Hot water shall be reduced to a lower temperature by mixing valves for general purpose use. Temperature shall be maintained in the domestic hot water piping system by a self-regulating heat tracing system.

4.7.3 Plumbing Fixtures All fixtures shall be low flush types, using 1.6 gallons per flush for water closets and 1.0 gallons per flush for urinals. Plumbing fixtures in all toilet rooms shall be accessible for persons with disabilities.

Plumbing fixture shall be provided as follows:

° Water closets, wall mounted, flush valve, water conservation type; ° Lavatories, wall hung or counter top; ° Urinals, wall hung, flush valve; ° Electric water coolers, bi-level wall hung, accessible for persons with

disabilities; ° Stainless sinks shall be located in lab area; ° Acid resisting type sinks shall be provided in labs; and ° Emergency shower/eye wash units shall be located in all labs and

hazardous areas.

4.7.4 Vacuum System Central vacuum system equipment is located in the basement mechanical room and will serve each laboratory. From that point a vacuum line is routed at the ceiling of the mechanical room and up inside the utility chase at the corridor, then to the workbenches where shut-off valves shall be located.




4.7.5 Special Plumbing System A Type II Reagent grade water (Reverse Osmosis) central water system located in the mechanical room will serve each laboratory. At the point of use the user will conduct additional purification to obtain Type I grade water if needed.

High pressure cylinder CO2 tanks with change-over manifolds shall be provided as shown on drawings for incubators. .8 Fire Protection

4.8.1 Applicable Codes and Standards The life safety/fire protection program for the Building 307 is based on the requirements contained in the latest editions of the following codes and standards:

° ARS Facilities Design Standards, Manual ARS-242.1, May 1st, 2012 Edition

° International Building Code (IBC), 2015 Edition ° International Mechanical Code (IMC), 2015 Edition ° International Plumbing Code (IPC), 2015 Edition ° NFPA 13, Standard for the Installation of Sprinkler Systems, 2016

Edition ° NFPA 14, Standard for the Installation of Standpipe and Hose

Systems, 2016 Edition ° NFPA 20, Standard for the Installation of Stationary Pumps for Fire

Protection, 2016 Edition ° NFPA 24, Standard for the Installation of Private Fire Service Main

and Their Appurtenances, 2016 Edition ° NFPA 30, Flammable and Combustible Liquids Code, 2015 Edition ° NFPA 45, Fire Protection for Laboratories Using Chemicals, 2015

Edition ° NFPA 70, National Electrical Code, 2014 Edition ° NFPA 72, National Fire Alarm Code, 2016 Edition ° NFPA 90A, Standard for the Installation of Air Conditioning and

Ventilation Systems, 2015 Edition ° NFPA 101, The Life Safety Code (LSC), 2015 Edition ° ASTM A17.1, Safety Code for Elevators and Escalators, 2010 Edition

Where there is a conflict between two codes or standards, the most restrictive requirement shall be applied.

4.8.2 Occupancy Classification Building 307 will contain research laboratories, support offices, small conference rooms (seating less than 50 people) and storage. Based on the use and functions of the spaces, the building shall be classified as a Group B – Business Occupancy. Egress from each area shall be based on the actual use of the space




4.8.3 Passive Fire Protection Features

4.8.3.1 Construction Type Based on the proposed height, area, existing conditions and occupancy of Building 307, the minimum construction type shall be Type III-B. In general, all interior walls and structural members are not required to be rated. The exterior load bearing walls are required to be 2 hour rated which is provided by the existing construction. Since the building is open on all sides by fire separation distances in excess of 30 feet, there is no limit to the amount of unprotected openings (IBC Table 705.8). A complete listing of required rated components is located in the building code summary of this POR.

4.8.3.2 Laboratory Unit Separations The need for fire rated separation is based on the laboratory unit fire hazard classification, the area of the laboratory unit and whether the laboratory unit is provided with an automatic sprinkler system. The entire building will have an automatic sprinkler system. A laboratory unit is defined by NFPA 45 as an enclosed space used for experiments or tests. A laboratory unit can include offices, lavatories, and other incidental contiguous rooms maintained for or used by laboratory personnel, and corridors within the unit. It can contain one or more separate laboratory work areas or it can be an entire building. A laboratory unit is classified as A, B, C or D according to the limitations outlined in the code summary of this DID.

Laboratory units shall be separated from non-laboratory areas or other laboratory units by a 1-hour fire resistance rated separation.

4.8.3.3 Other Area Separations Special rooms or spaces and incidental uses shall be separated as required by the applicable codes. In addition, occupancy separations shall be provided as required by the applicable codes.

4.8.4 Active Fire Protection Features

4.8.4.1 Automatic Sprinklers IBC requires an automatic sprinkler system for a building of this size and construction type. USDA has a requirement to provide automatic sprinkler protection in all laboratory buildings. Therefore, an automatic sprinkler system, hydraulically designed in accordance with NFPA 13, shall be provided throughout the building.

The existing Verizon and LAN room shall be provided with an FM 200, Vortex or C02 system.

4.8.4.2 Standpipe Systems NFPA requires standpipe systems to be installed in buildings in which there are 2 stories above or below grade. ARS 242.1 requires a standpipe system where the building is three or more stories (ARS 242.1 5.3.3.C). The building shall be provided with a standpipe system and fire pump to provide the required 100psi at the top of the riser.




4.8.4.3 Water Supply The water supply requirement shall be determined using the sprinkler demand value of IBC 915.4 & 915.5.1 or NFPA 13 and 14. A fire pump shall be required to provide the required 100psi at the top of the standpipe system.

4.8.4.4 Fire Detection and Alarm System An automatic addressable fire detection and alarm system shall be installed in Building 307 in accordance with NFPA 72 - National Fire Alarm Code, 2016 edition. The initiation devices will consist of intelligent smoke detectors, heat detectors, manual pull stations and water flow switches. The alarm notification devices will consist of horns and strobes. The strobes shall be installed to comply with NFPA 72 and the American with Disabilities Act. Automatic fire detection and manual alarm devices, as well as the automatic sprinkler system will initiate the fire alarm system.

Smoke detectors shall be installed in all corridors, meeting rooms and storage rooms (ARS 242.1-7.2.16.b). Automatic fire detection will also be provided as required for elevator recall and shunt-trip initiation and air-handling unit shutdown.

General, supervisory and trouble alarms shall be reported to the campus-monitoring center via a network card. The existing campus-monitoring center utilizes a Cerberus-Pyrotronics MXLIQ panel.

4.8.5 Means of Egress The means of egress shall be analyzed using the most restrictive provision contained in IBC, the Life Safety Code and NFPA 45. Specific requirements are contained in the detailed code summary located in this DID.




4.9 Electrical

4.9.1 Existing Conditions The existing medium voltage transformer located outside the east entrance to Building 307 is a 208/120V secondary. Since 480/277V is a much more efficient distribution system for a building of this size and load type, the existing transformer shall be replaced with a new 13.2kV – 480/277V environmentally preferable product, such as bio based oil in the existing location. The existing transformer pad shall require modifications based on the new transformer but it will remain in the same location. The medium voltage feeders to Building 307 were not replaced when the new pad mounted switch located across Center Road from Building 307 was installed in 1997. New medium voltage feeders will be installed from the switch using the existing ductbank. The existing generator set is beyond its useful life is undersized for the new building loads. The existing generator and associated wiring and fuel systems shall be removed and a new generator set located near the new cooling towers will be provided.

Due to the age and condition of the existing building electrical distribution system, in addition to the extent of the renovation within the building, the entire distribution system will be replaced.

There are two existing telephone distribution rooms located on the first floor, one containing Verizon equipment owned and operated by Verizon and the other containing USDA equipment. Both rooms serve buildings other than Building 307. For this reason, both rooms must remain in service for the duration of the work. Provisions for temporary power will need to be provided to keep these rooms operational. The existing service shall remain in operation until the new electrical service can be operational to back feed the existing 120/208 volt service equipment in these two spaces. Any work that could result in an outage to these rooms will be coordinated with USDA and Verizon.

4.9.2 Codes and Standards Codes, standards and specifications used, as the basis of design will be the latest editions including amendments and revisions. The design of the electrical system will comply with the latest editions of the following standards:

° USDA ARS Facilities Design Standards 242.1-ARS ° National Fire Protection Association (NFPA)/National Electrical Code

(NEC) ° National Electrical Manufacturers Association (NEMA) ° Institute of Electrical and Electronic Engineers (IEEE) ° Insulated Power Engineers Association (IPEA) ° American National Standards Institute, Inc. (ANSI) and ANSI C-2, The

National Electrical Safety Code ° American Society for Testing and Materials (ASTM) ° Underwriter Laboratories, Inc. (UL)




° Illuminating Engineering Society (IES) ° ANSI/ASME Elevators and Escalators Safety Code A17.1 ° Occupational Safety and Health Administration (OSHA) Regulations

4.9.3 General The design of the electrical system will be based on energy conservation in accordance with good design practices and procedures. All calculations used in determining capacities and ratings of electrical system components, including sizing conductors, raceways, protective devices and other equipment necessary for a complete system, shall be included in the design. The design documents will list a minimum of three manufacturers of equipment of equivalent quality, capable of being installed, serviced, maintained and replaced in the space available. The layout indicated is based on the largest footprint of the three manufacturers.

4.9.4 Power Distribution System The existing 13.2kV – 208/120V transformer will be replaced by a new 13.2kV – 480/277V transformer. The new transformer will be placed in the existing transformer’s location and new secondary conductors will be extended in the existing underground concrete encased ductbank into the building. The electrical service and main distribution system for the building will be 480/277 Volts, 3Phase, 4-Wire. The main switchboard will be rated for not less than 42,000 Amperes interrupting capacity, and will be provided with fixed mounted, power circuit breaker type main and fixed-mounted molded-case type feeder circuit breakers. The main service switchboard will be provided with transient voltage/surge suppression (TVSS) and ground fault protection. Surge suppression devices will also be provided at 208Y/120 Volt distribution panelboards.

Dry-type distribution transformers will supply 208Y/120 Volt loads. To minimize the negative effect of the anticipated current harmonic distortion expected from the laboratory equipment and other non-linear loads, harmonic canceling transformers and panelboards with 200% rated neutrals will be installed.

All panelboards will be fully rated to the maximum available fault current calculated at its point in the system. Lighting and receptacle panelboards shall be designed with 50% spare ampacity, distribution panelboards shall have 35% spare capacity and the main switchboard shall have 25% spare capacity. All panelboards shall have 15% spare breakers.

4.9.5 Wiring Methods Power, lighting, and fire alarm systems wiring shall be installed in conduit, ¾ inch minimum trade size. Unless noted otherwise, all interior conduits will be electrical metallic tubing (EMT). Rigid galvanized steel conduit (RGS) will be used in areas exposed to moisture, within equipment rooms below 8 feet above finished floors, and in hazardous areas with appropriately rated fittings. Conduits installed in concrete slabs or ductbanks will be polyvinyl chloride (PVC) type. Rigid galvanized steel elbows turned up through the finished slab will be used where elbows are subject to possible damage. All




connections to motors, transformers, busduct switches and other equipment subject to vibration will be made with flexible metal conduit. Outdoor feeders and feeders less than 100A will be sized based on copper conductors with a maximum operating temperature of 60° C. Indoor feeders and branch circuits will be sized based on copper conductors with a 75° C maximum operating temperature. Conduits will be sized assuming THHN/THWN copper conductors in the appropriate conduit type for the application.

Branch circuits will be sized so as not to exceed a 3% voltage drop from the last device on the circuit to the panel. This will allow an additional 2% voltage drop to occur in the distribution system and still comply with the National Electrical Code suggested guideline of 5% maximum voltage drop.

4.9.6 Interior Lighting Systems The building will be lit using state of the art high efficiency LED light fixtures with wall mounted low voltage dimming switches in areas that will require multiple adjustable lighting levels. Emergency egress lighting will be powered from the Emergency/Standby generator connected to life emergency life safety circuits.

Average maintained lighting intensities will be in accordance with the applicable Illuminating Engineering Society (IES) recommendations, as indicated below:

Building Area Average Intensity Lamp Type

Corridors 200 lux LED

Labs 750 lux LED Offices 500 lux LED

Workrooms 600 lux LED

Conference Room 500 lux LED

Toilet Rooms 200 lux LED

Storage Rooms 300 lux LED

Shops 500 lux LED

Utility Rooms 500 lux LED

Break Rooms 300 lux LED

Copy Rooms 500 lux LED

IDF /IT Rooms 500 lux LED




4.9.6.1 Lighting Control Occupancy sensors with manual override will be used in laboratories, offices, toilets, closets, conference rooms, corridors, and lounges. In utility rooms lights will be controlled via timer type switches. Selected fixtures in corridors and some laboratories shall have dictated fixtures circuited to life safety panels that will remain on at all times to provide emergency egress and night lighting throughout the building.

4.9.7 Exterior Lighting Exterior lighting will be designed using LED type fixtures. Fixtures selected will minimize the occurrence of light trespass and light pollution of surrounding areas. Parking areas and driveways will be lit using LED style cut-off type pole-mounted fixtures. Walkways will be lit with LED pole-mounted fixtures to match the existing patio style pole mounted fixtures. Wall mounted LED type fixtures will be installed at each exterior door.

Average maintained lighting intensities and uniformity ratios will be in accordance with the applicable Illuminating Engineering Society (IES) recommendations, as indicated below.

Building Area Average Intensity

(Horizontal/Vertical)

Uniformity Ration

(max/min) Lamp Type

Building Entrances 50 lux H/100 lux V N/A LED

Exterior Walkways 10 lux H/22 lux V N/A LED

Parking Lots 20 lux H/22 lux V 15:1 LED

Driveways 20 lux H/22 lux V 15:1 LED

Exterior lighting controls will include a combination of photo-sensor and programmable electronic time clock.

4.9.8 Emergency, Standby, and UPS Power Systems A 480/277V, 3-Phase, 4-Wire combination emergency/standby power diesel powered generator will be provided. Emergency power will be provided to all life safety and legally required standby equipment, including egress lighting, the passenger elevator, and all fire alarm and security equipment. Standby power will include the remainder of the building loads with the exception of one chiller and cooling tower and their associated accessory pumps, which will be locked out from operation when the building is under generator power. The control of the chillers shall be controlled by the BAS system to lock out one chiller when the building is operating on generator power. Separate Automatic Transfer Switches will serve life safety and equipment loads. The generator fuel storage tank capacity shall be sized for a minimum of forty eight (48) hours of continuous generator operation at full load. The fuel tank shall be a double wall




tank that meets all EPA requirements and be located above grade next to the generator or in a belly tank. The generator shall be enclosed in a weather protected vandal resistant lockable pad mounted enclosure.

The generator, enclosure, fuel tank, and transfer switches will be furnished by and installed by the Contractor.

No central UPS system will be installed. The Users will provide point-of-use UPS units as required. Critical systems such as BAS, Fire Alarm and security systems shall have local UPS power provided by the design build contractor.

4.9.9 Lightning Protection System & Grounding A perimeter building ground loop with ground rods will be installed to achieve a maximum grounding resistance of 10 ohms. Ground bars located in each electrical closet will be bonded to building steel and the main ground bar in the Main Electrical Room per the NEC.

A lightning protection system of roof mounted air terminals interconnected by bare copper conductors and grounding electrodes will be designed to protect the structure. All lightning protection down lead conductors will be installed in raceways and concealed within the structure.

All structure grounding conductor systems will be interconnected to create a common ground reference. Telecommunication grounding shall be designed to meet Grounding Standard ANSI-J-STD-607.

4.9.10 Laboratory Power Distribution Each pair of Laboratory modules will be served by a separate 208/120V panelboard located in the hallway. The main circuit breaker in the panel will be shunt-trip operated by an Emergency Off pushbutton in each lab space. These panels will be fed from the Standby distribution system.

Aluminum dual compartment multi-outlet raceway with 120 Volt duplex receptacles 18 inches O.C. will be provided 8 inches above all wall benches. In addition, dual compartment raceway will be provided in all equipment areas at7 feet 6 inches above finished floor. The raceway provides flexibility for adding and relocating receptacles, as future needs change.

Individual GFI type receptacles will be installed within 2m of sinks and other sources of water.

4.9.11 Office and General Area Power Distribution Three duplex convenience outlets and one duplex computer outlet will be provided in each private office. Duplex convenience outlets will be provided in corridors at 50 feet on center. Each conference room will have duplex convenience outlets spaced at 12 feet on center, with at least one per wall, two duplex computer outlets, and where appropriate, flush multiservice floor boxes will be installed in the center of the room.




Storage rooms will have one duplex receptacle located by the door. All general purpose and computer receptacles will be fed from the Normal power system.

4.9.12 Total Building Load The following chart outlines the total estimated electrical load for Building 307.




4.10 Telecommunications & Security

4.10.1 Codes and Standards Codes, standards and specifications used as the basis of design will be the latest editions including amendments and revisions. The design of the telecommunications system will comply with the following standards:

USDA ARS Facilities Design Standards 242.1-ARSI and USDA Telecommunication Distribution Design Guide

° Building Industry Consulting Services International (BICSI) ° National Fire Protection Association (NFPA)/National Electrical Code

(NEC) in particular: NFPA-70, National Electrical Code NFPA-75, Protection of Electronic Computer/Data Processing

Equipment NFPA 101, Life Safety Code NFPA 297, Guide on Principles and Practices for

Telecommunications Systems NFPA 780, Standard for the Installation of Lightning Protection

Systems ° National Electrical Manufacturers Association (NEMA) ° Institute of Electrical and Electronic Engineers (IEEE) ° American National Standards Institute, Inc. (ANSI), in particular:

The National Electrical Safety Code ANSI/TIA/EIA-568, Commercial Building Telecommunication

Cabling Standard ANSI/TIA/EIA-569, Commercial Building Standard for

Telecommunication Pathways and Spaces ANSI/TIA/EIA-606, Administration Standard for

Telecommunication Infrastructure of Commercial Building ANSI/TIA/EIA-607, Commercial Building Grounding and Bonding

Requirements for Telecommunications ° Underwriters Laboratories, Inc. (UL) ° American Society for Testing and Materials (ASTM) ° Occupational Safety and Health Administration (OSHA) Regulations ° IBC 2015 ° ARS Design Manual 242.1

4.10.2 General The Government will purchase, and install all voice and data equipment to be connected to the communications cabling infrastructure designed and installed by the Design/Build contractor. The communications cabling infrastructure design will include details and




specifications for interior cabling and pathways, as well as details and specifications for the backbone and horizontal distribution cabling, telecommunications outlets and telecommunication equipment room within the building.

The infrastructure of the telecommunications system for Building 307 will be a physical star configuration that will be able to support logical network topologies and configurations, with a preliminary planned 35 percent growth factor in the horizontal distribution portion of the network (actual planned growth will be determined in the Design/Build phase in detailed discussions with USDA as the design develops, and adjustments will be made accordingly to the future growth factor).

The basic telecommunications cabling infrastructure will be comprised of a minimum four cable pulls to each room or work station location in the horizontal distribution. Two of the cable pulls will be used for voice and the other two for data. An additional 10 cable pulls per floor will be included in the initial contractor costs where the locations will be selected by the government during the design and installed by the contractor. They shall be wall mounted on an 8 pin/8 position (RJ45) connector using EIA/TIA 568B pin-out configuration. The cable shall be compliant with proposed Category 6 standards.

No electrical modifications will be made to the existing Verizon telecommunications room on the first floor except that the existing HVAC system within that room is planned to be replaced with new units tied into the new central building system, and the exterior wall windows within the room will be replaced. This room will also have to remain fully operational at all times during and upon completion of construction. Any planned work that could result in outages will be coordinated with Verizon and USDA. The contractor shall coordinate the replacement of the existing building electrical service with the installation of the new electrical service and generator to minimize the outage time for this space by providing temporary power either from the existing emergency generator or by providing and additional emergency generator to maintain power to this space.

Additionally, the existing MDF room on the first floor will remain in service during construction. This room serves other buildings on the USDA campus, so short term outages of less than an hour during off hours will be allowed. All work that could result in outages will be coordinated with USDA. As a part of the renovation, this room will remain in its current location on the first floor. The contractor shall coordinate the replacement of the existing building electrical service with the installation of the new electrical service and generator to minimize the outage time for this space by providing temporary power either from the existing emergency generator or by providing and additional emergency generator to maintain power to this space.

4.10.3 LAN System Topology Cabling between the floor telecommunications room and the workstation location will be made as individual home runs in a physical star configuration. The factory twist and lay of the conductors within the sheath will be maintained throughout the runs. No intermediate punch down blocks (consolidation points) or splices will be permitted.




4.10.4 Main Distribution Frame (MDF) A MDF will be provided in the basement of the building for the voice and data systems. The MDF will be part of the telecommunications equipment room or located at the Main Point of Presence (MPOP). The Local Exchange Carrier (LEC) or Service Provider (SP) shall extend the incoming copper cables to the MDF from the MPOP. Fiber optic cables shall be spliced at the MPOP, converting from Outside Plant (OSP) cabling to premise cabling and terminated in the Telecommunications Equipment Room using a Fiber Distribution Unit (FDU).

4.10.5 Telecommunications Rooms A telecommunications room shall be provided on each floor to support voice and data distribution. The telecommunications rooms shall be stacked to comply with the EIA/TIA 569 standard for space requirements. Standard 84” high, 19” wide telecom rack to be mounted to the floor, submit brand type to the government for approval. The racks will be installed in each telecommunications room to support voice and data terminations (voice and data cabling shall be terminated in separate racks). Minimum two 4 inch sleeves shall be installed in each telecommunications room. All station cabling (voice and data) is to be terminated on EIA/TIA 568B compliant category 6(RJ-45) patch panels in the telecommunications room. Install the cable in unbroken segments from the telecommunications room to the individual workstation locations. Do not exceed 295 feet length for each horizontal cable. Provide plywood backboards on walls indicated.

Voice backbone cabling shall be terminated on Category 6 patch panels approved by the government at the MDF and all IDF’s. All station cabling (voice and data) is to be terminated on EIA/TIA 568B compliant Category 6(RJ-45) patch panels approved by the government in each telecommunications room. Install all station cabling in unbroken segments from the telecommunications room to the individual workstation locations. Do not exceed 295 feet length for each horizontal cable. All cabling shall be Category 6 plenum rated for all horizontal cabling runs both voice and data.

The temperature of the telecomm closets will be controlled between 64 degrees to 81 degrees Fahrenheit, 60% maximum humidity with a dew point range of approximately 42-59 Degrees F. The lighting level will be no less than 540 lux at 1 meter above the finished floor.

4.10.6 Cable Type All cables for the voice system will be copper. Riser cables for the voice system will be a minimum Category 3, multi-pair type. Horizontal cable for both voice and data systems shall be minimum Category 6, 4-pair Unshielded Twisted Pair (UTP) cable, #24 AWG solid copper inside wire meeting or exceeding proposed EIA/TIA standards for Category 6 cable. The sheath on all station cabling is to be colored yellow for voice and blue for data.




The backbone riser cable for the data systems will be 62.5/125 micron multi-mode fiber optic cable. The fiber optic cable shall meet or exceed performance specifications. Backbone cable shall be a #24 AWG multi-pair cable.

Plenum rated cable will be installed in all plenum spaces and attics.

4.10.7 Cable Tray Vertical and horizontal ladder type cable tray will be provided for cable distribution inside all telecommunications rooms. Center-spline cable trays shall be installed above corridor ceilings for horizontal cable distribution. The cable trays shall be sized to meet the EIA/TIA fill ratios (not to exceed 40% at time of design).

4.10.8 Concealed Cabling All cabling will be installed inside walls or ceiling whenever possible. Any exposed cable runs of more than one meter shall be enclosed in an appropriate raceway.

4.10.9 Fire Rated Walls, Floors and Ceiling Penetrations Cable penetrations of fire rated walls or floors or ceiling spaces shall be sleeved with metallic conduit and fire stopped using material to re-establish the integrity of the barrier before and after cable installation to maintain compliance with fire codes. The material used in re-establishing the integrity of the barrier shall be in compliance with ASTM, NFPA and UL specifications. All sleeves shall extend 1” into the telecommunications room beyond surface being penetrated.

4.10.10 Securing Cables All cables will be dressed neatly and physically secured to prevent accidental dislocation or damage. It shall not be permissible to secure cabling to outside of conduit or to gas, plumbing, steam, or any other functional pipes. Cables will not be secured to any utility structure in any fashion that might prevent maintenance of or access to any building facilities.

Care shall be taken to eliminate stressing on all horizontal and backbone telecommunications cabling. The following guidelines shall be adhered to:

° Tension of suspended cable runs shall be limited to 5 feet or less. ° Tightly cinched cable bundles using tie wraps or other mechanical

methods resulting in deformation of the cable jacket are not permitted. ° Stapling telecommunications cabling as a means of mechanically

securing it to surface is not permitted. ° The maximum pull-force guideline for 4-pair horizontal twisted pair

cable shall not exceed 25 pounds. ° The minimum bend radius for 2- or 4 strand fiber cables is 1 inch under

no-load conditions and 2 inches under pulling tension. ° Backbone cabling shall be supported and secured to backboard between

floors.




4.10.11 Cable Termination Voice and Data cabling will be terminated on separate patch panels in the telecommunications room and 8 pin/8 position Category 6 (RJ45) connectors and they shall be approved by the government with angled face plates at the workstation locations. Jack inserts for voice shall be yellow and inserts for data shall be blue. The twist of each individual pair will be maintained up to the connection point. Only the minimum amount of sheath shall be removed at each connection point. The amount of twisted pair that shall be untwisted on the rear side of each termination point shall not exceed manufacturer’s specifications for that cable.

4.10.12 Outlet Location The communications outlets will be installed 18 inches above the finished floor or 12 inches above permanent bench surfaces. Outlets will not be mounted on temporary or movable, or removable surfaces, doors, or access hatches.

4.10.13 Labeling Each individual cable and communications outlet faceplate will be labeled. The label information will consist of a letter and number designating the cable’s location on the patch panel or 110 punch down block located in the connecting telecommunications room. The labeling scheme will meet or exceed EIA/TIA-606 requirements.

4.10.14 Testing Strategy After installation, all category 6 cables will be tested for category 6 compliance. A permanent link test shall be performed. All test results shall be provided in written and electronic format to BA Telecommunications Manager.

4.10.15 Testing Parameters All four pairs shall meet or exceed the specifications at 100 MHz. Any cable not meeting or exceeding the following shall be inspected for anomalies and replaced if necessary to ensure compliance.

° All cables will be line mapped to verify pin-to-pin continuity, lack of opens, shorts, and or polarity.

° Length shall be less than or equal to 90 meters (295 feet) for the permanent link and 100 meters (328 feet) or less for channel link.

° The cable impedance shall be 100 ohms (+/- 15%). ° For permanent link, the cable attenuation of any pair shall be less than

21.6 dB. ° For permanent link, the near end cross talk coupling loss between any

two pairs within a cable shall be greater than 32 dB. ° Ambient noise shall be less than 40 dB, 247 mv. ° Signal to noise ratio shall be greater than or equal to 7 dB. ° For multi-pair backbone cables, the power sum near end cross talk shall

be greater than 27 dB at 100 meters.




° For fiber optic backbone and horizontal distribution cables a power meter shall be used and the readings recorded.

4.10.16 Broadband Distribution Broadband distribution system shall be installed for video signal reception. Either a coax system or a broadband over twisted pair system shall be installed. Coax systems shall use BNC terminating connectors and the twisted pair system shall use 8 pin/8 position (RJ45) connectors. A location for the broadband headend equipment shall be made in the telecommunications equipment room.

4.10.17 Security

4.10.17.1 General The facility design will feature an electronic access control system and an intrusion detection system.

4.10.17.2 Access Control System The electronic access control system will be based on a Lenel-based system and be connected to the USDA Enterprise Physical Access Control System (ePACS) via a direct connection to the ePACS enterprize sever located in Kansas City, MO. This is the departmentally mandated system required for all new card access systems as it utilizes the LincPass credential for building access. The ePACS system must be installed and programmed by a certified Lenel vendor. This system is a sole source requirement. This system will feature proximity card reader technology. The basic configuration of each access control door will be a proximity card reader that is interfaced to the electronic access control system. This system will determine if the credential is valid for the entry to the facility. If it is a valid credential the system will actuate an electric strike to allow the cardholder to enter the building. All of the exterior building doors will be equipped with balanced magnetic switches and the access control system will be able to differentiate a valid access/egress event from a forcible entry through the door. The system will also detect whether a door has been held open longer than normal. The time period for door is adjustable. Normal egress doors will be equipped with passive infrared request-to-exit detectors located on the interior of the door to prevent a normal egress being logged on the system as a forcible entry. All doors equipped with card readers shall have automatic door closer, a door position switch, passive infrared request-to-exit (REX) detectors, and push button to shunt power to the mag lock if the REX malfunctions. The number and locations of doors to be provided with card readers shall be coordinated with the door hardware schedule.

4.10.17.3 Intrusion Detection System The design intent is to install an intrusion detection system that will require very little operator oversight and that can be activated or de-activated without requiring individuals to manually arm or disarm the system during the course of a normal workday.




The buildings intrusion detection system will include glass break sensors on accessible windows and balanced magnetic switches on all exterior doors. The glass break sensors will employ dual technology sensing (audible and seismic) and feature sensitivity adjustments. The intrusion detection system will be interfaced with the electronic access control system. This interface will disable portions of the intrusion detection system upon presentation and acceptance of a valid proximity access control credential. This system operation may require that individuals “card out” of the facility to re-arm the intrusion detection system. The system will also be capable of being armed or disarmed automatically by the system software or by command from an offsite ARS security monitoring station. Where electromagnetic (mag) locks are used, the security system control panel shall have a fire drop disconnect installed from the fore control box to de-energize the mag locks in the event of a fire alarm annunciation. The alarm panels shall be Bosch alarm panels they shall be integrated into the Lenel ePACS network and be added to the BARC segment of ePACS.. The system must tie in and be integrated with the Lenel ePACS network. The intrusion detection system shall be configured to annunciate to an unspecified off-site location through a dial-up modem arrangement.

4.10.17.4 CCTV System The CCTV system shall be a standalone system that is to be recorded directly onto a

network video recorder that will be housed in the Security Room located in the basement. Each building perimeter door shall have a fixed camera located inside at each perimeter door viewing each door. A fixed camera shall also be provided viewing the door to the Security Room, IT Server Room and all telecom Room doors. All cameras shall be tied into the network video recorder and connected, along with the access control and intrusion detection systems.

4.11 Waivers to ARS Facility Design Standards

4.11.1 No floor drain at emergency showers

4.11.2 Combined office and laboratory Air handlers




5.0 Appendices

Submission to:

The Maryland Historic Trust Office of Preservation Services

Crownsville, Maryland

for the

Renovation of Building 307

submitted by

Beltsville Agricultural Research Center (BARC) Beltsville, Maryland

The United States Department of Agriculture Agricultural Research Service

Prepared by:

RMF Engineering, Inc. 5520 Research Park Drive

Third Floor Baltimore, MD 21228

Gaudreau, Inc. 810 Light Street

Baltimore, MD 21230

January 13, 2017

Renovation of Building 307 Beltsville Agricultural Research Center (BARC)

Beltsville, Maryland

Submission to Maryland Historic Trust 13 January 2017

United States Department of Agriculture

Beltsville Agricultural Research Center


The Agricultural Research Service (ARS) of the United States Department of Agriculture (USDA)

administers the Beltsville Agricultural Research Center (BARC). One of ten agricultural centers in the

United States, it is the largest and most diversified, and contains the greatest number of agricultural

research programs within the ARS, nationally and worldwide. Over 400 scientists of national and

international renown are currently active in research critical to the United States’ competitiveness in

world agriculture and consumption industries.

The Beltsville Agricultural Research Center’s mission is to develop the knowledge and technology

needed to solve agricultural problems of broad scope and high national priority. This will ensure

adequate production of high‐quality food, fiber, and other agricultural products in order to meet the

nutritional needs of the American consumer, to sustain a viable food and agricultural economy, and

to maintain a quality environment and natural resource base.

The Beltsville Agricultural Research Center encompasses 6,615 acres of land in Beltsville, Prince

George’s County, Maryland and is sited well within the Washington, DC metropolitan area. The

Center is divided into five farms, identified as South, North, Linkage, Central and East farms.

Structures are organized in a series of visually distinct building clusters that are connected by Powder

Mill Road forming a circulation spine through the property. The focus on agriculture has resulted in

low‐density development and an agrarian site character.




Building 307 is the central building of a five building cluster consisting of Buildings 306, 307, 307B,

307C & 308 located on a hilltop to the west of Center Drive, just north of Powder Mill Road. It is

currently unoccupied, and has been since 2002 without internal environmental conditioning.

Buildings 306, 307 & 308 comprised the original 3 building cluster constructed in 1938 – 1940

timeframe. Building 306 was renovated/modernized in 2012 and is occupied by the Animal

Genomics and Improvement Laboratory (AGIL), one of the 16 laboratory groups that comprise the

BARC. Buildings 307B and 307C were recent additions to the cluster, being completed in 2000, and

which are currently occupied by the Beltsville Human Nutrition Research Center (BHNRC). Building

308 is currently leased to the United States Geological Service.




The renovation of Building 307 is considered the third phase of construction in this area; Buildings

307B & 307C being considered Phases I & II. Building 307 was previously considered in 2004 for

renovation for use by the BHNRC to consolidate all their facilities in one location, however the project

construction portion of the project was never funded and the idea was then dropped. Building 307 is

now being targeted for the relocation and consolidation of research laboratory activities that are

scattered throughout the BARC belonging to 3 research groups not associated with the BHNRC.

Building 307 Location Plan




East Elevation

Building 307

Historic Name: Center Laboratory / Departmental Administration Building

Street Address: Center Road

Date of Construction: 1939‐1941/NARA

Historic/Current Use: Laboratory Space

MHT Recordation: 12 August 1998

Description: Building 307’s stature, due to its central location and prominent hilltop site, is further

enhanced by a tall white wooden cupola, centered on the roof and visible from quite a distance. The

building is a three‐story, plus basement and attic floors, rectangular laboratory building with a side‐

gable roof, concrete foundation, concrete skeleton structure, and brick veneer façade. The east and

west facades have a 15 bay organization. The building stylistically falls into the category of Colonial

and/or Georgian Revival Brick as it is a linear brick structure with Georgian Revival elements and

detailing.




The east façade contains the main entrance and is located on a raised platform with slate tiles and

concrete aggregate steps. The central entryway is two stories high and three bays wide with four

columns supporting an entablature containing decorative carved medallions and a carved key

pattern. Pilasters surround the doorway, mirroring the placement of the columns. The wood double

doors are half‐glazed with panels. Vents with decorative ironwork are located on either side of the

doors. There is a raised basement. Decorative brick and concrete work occur between the first and

second levels. The majority of the windows are six over six wood sash. Some windows have been

replaced and contain air‐conditioning units. Decorative brick and embossed concrete keystones are

located over windows.

The south elevation contains original half‐glazed wood doors and steel framed replacement windows.

The west (rear) elevation mirrors the east façade without the elaborate focal entryway. The north

façade contains double wood paneled doors with leaded glass panes over the doors. Both the north

and south facades contain large round louvered vents in the gable ends. Both the north and south

facades have added exterior metal fire escapes. Copper gutters and replacement gutters are present.

The replacement gutters often use the original copper fasteners to anchor the new gutters. The side

gable roof is a heavy timber structure with plank wood deck covered with slate shingles. There are

six gable dormers on the east façade and seven gable dormers on the west. The dormers on the east

side contain six over six windows. The dormers on the west side contain louvers for ventilation.

Gable end chimneys are located on both the north and south ends of the building. The roof contains

various ventilator shafts and acorn ventilators for the laboratories.

History and Significance: The Departmental Laboratories (Buildings 306, 307 and 308) were vital

components of the effort to construct a national research center at Beltsville. Constructed under the

aegis of the office of the Director of the Beltsville Research Center, the departmental laboratories

were seen both as a means of gathering together USDA activities previously scattered around the

Washington area, and a way of providing improved facilities for the bureaus. Because of their size

and the fact that they housed the headquarters of the Center, these new facilities were to provide a

new geographical focus to the site and, in particular, to the central farm.

Under the “Work Relief and Public Works Appropriation Act of 1938” funds were allocated to the BRC

for a “Laboratory and Administration Building with Outbuildings”. Funding came both through the

PWA ($500,000) and the WPA ($200,000) (O.P. 752‐0103). The planned occupants of the

departmental laboratories, as well as their planned location, varied significantly from the planning

stage to occupancy. Sometime prior to mid‐1938 the final location of the Departmental Labs (also

known as the Research Laboratory Group, or the Central Laboratory Group) was selected. The site

chosen was the location of part of the Swine Unit, which had to be moved to accommodate the new

buildings. Thereafter a contractor was selected. The prime contractor for this and the other

Departmental Laboratories was the Harwood‐Nebel Company of Washington, DC.

The shell of the building was erected by force account and the contract covered all other interior

finish, mechanical work and equipment. Preliminary engineering work began August 9, 1938.

Concrete footings were complete and work was progressing on the foundations in November 1938.




The final occupants were selected sometime in the summer or early fall of 1940 when the buildings

were completed. Building 307 housed the Beltsville Research Center office, library, and other

administrative offices on the ground floor (occupied before September 1940), with the top two floors

occupied by the Home Economics Division. Work conducted in the building related to the

responsibilities of these agencies.

South Elevation

East Entry – Main Door

East Façade – Window

Organization




Existing Conditions

Cupola/Slate Roof

Downspout

Entablature

Dormer/Slate Roof Typical Window/Brick Detail Window Detail

East Portico Slate Terrace Terrace Steps




South Facade

North Facade

West Portico

Damaged West Column Base

West Terrace Fixture Base

Main Lobby Typical Corridor Typical Lab




Program Summary

Research at the Beltsville Agricultural Research Center is organized into 16 Laboratories. The restored

Building 307 will be designed to accommodate office and laboratory space belonging to three of these

laboratory research groups:

Animal Biosciences & Biotechnology Laboratory (ABBL)

Animal Parasite Diseases Laboratory (APDL)

Environmental Microbial & Food Safety Laboratory (EMFSL)

The missions of the individual laboratory groups are as follows:

Animal Biosciences and Biotechnology Laboratory (ABBL): to develop the knowledge and

technology to improve genetic and reproductive traits, nutrient utilization and disease

resistance in livestock and poultry to enhance growth, product quality and maintain superior

genetics for economic gain.

Animal Parasitic Diseases Laboratory (APDL): to reduce parasitic disease in livestock and poultry

pathogens and their risk of transmission to people.

Environmental Microbial and Food Safety Laboratory (EMFSL): to understand how pathogens

are disseminated on farms, in the environment, and to food products, and to developing

methods to detect, characterize and mitigate contamination to prevent foodborne illnesses. This

includes work associated with livestock, dairy farms, and fresh fruits and produce.

These groups are currently scattered in locations in Buildings 200, 201, 1001, 1040 – 1043, 1045, 1180 &

1320 BARC ‐ Central Farm. ABBL, whose laboratory research functions currently occupy the majority of

Building 200 and Building 1043, are hoping to relocate their entire research group of 50 people as part

of this proposed project. EMFSL will only be relocating approximately 25% of their current staff, or 20

people, as part of this proposed prosed project. This staff currently utilizes the entirety of Building 201,

with some limited space in Building 200. APDL could relocate up to 38 people who are currently located

in Buildings 1040, 1041, 1042, 1043, 1045 & 1180. This totals 108 people for possible relocation, and

currently it is anticipated that they would require approximately 40,000 net square feet to

accommodate all their research and administrative functions. This exceeds the capacity of Building 307.

There currently is vacant space in the adjacent Buildings 306 & 307C which will be utilized as overflow

space for the staff and functions of these groups that cannot fit within Building 307. If necessary, some

program may be deleted in order to meet the constraints of available space between the 3 buildings. At

this time, it is estimated that between 80 – 90 staff and their program space will occupy Building 307,

with the remainder located in the overflow space or eliminated from consideration.




All the building noted above currently being utilized by these 3 research groups will be vacant after the

relocation. This is consistent with the current directives within the USDA to decrease the “footprint” of

the BARC, meaning consolidation and reduction in the amount of square footage of occupied buildings

on campus.

East Elevation

Building 307 has 67,000 gross square feet and approximately 37,350 net square feet. The renovation

program includes office space, research laboratories and support spaces.

The primary aspects of renovation include:

Complete gut of interior partitions, finishes, equipment, etc. of the basement, three floors and the attic with the exception that any “character defining” features within the main lobby space will be retained and restored to the extent feasible.

Removal of hazardous materials: vinyl asbestos tiles, lead paint, light ballast, etc. Construction of new offices, laboratories and support spaces Installation of all new building systems including mechanical (heating air‐conditioning,

ventilation and exhaust), plumbing, electrical, technology and fire protection Replacement of all exterior windows; new windows will be wood fixed windows to match

original light configuration as detail as closely as possible Refurbishment and repainting of all exterior doors Repair as necessary and repointing of existing brick where damaged or deteriorated Reconstruction of existing chimneys which exhibit signs of damage from 2011 earthquake Repair as necessary, and repaint all exterior wood trim, columns, cornices, entablatures,

dormers etc. Replacement of natural slate roofing Restoration of the existing cupola; any deteriorated material must be replaced with material

in‐kind Construction of new larger louvered dormers on the west slope of the roof for laboratory

HVAC Removal of north and south exterior fire stairs Construction of two new interior exit stairs located at the ends of the building




Construction of one new freight elevator serving the basement, three floors and attic Construction of one new personnel elevator serving three floors and the attic Construction of a new loading dock area Reconstruction of terrace paving, railings and lighting; missing, damaged and deteriorated

components and fixtures will be replaced with new to resemble the original as closely as possible.

Reconstruction of gutters, and downspouts Preservation of the existing Verizon room serving the BARC Campus Installation of new water and sewer lines from Center Road to the building

West Elevation

North Elevation South Elevation




Interior Design Initiatives

The finish selections for the building interior will be guided by use of “earth tones” – bringing the colors

of nature into the building – to align the design with the agricultural nature of the campus and mission

of the USDA agency as a whole, and the BARC research groups. Equally important is the use of “green”

materials and bio‐based products which will be sourced whenever possible as sustainable and

environmentally safe materials, supporting the initiatives of the USDA and representative of the some of

the research conducted and supported by the agency.

Key components of the interiors include:

Main Lobby: The main lobby is the primary point of arrival into the building and should be a signature

space of higher grade finishes. The main lobby, which extends the width of the building from the east

entrance to the west entrance, will be provided with a floor of high quality porcelain ceramic tile and

matching base. Accent wall finishes and lighting will be provided. The ceilings may be a combination of

open ceilings with acoustical clouds, exposing portions of the concrete slab above along with the

building systems, and full acoustical tile ceilings. Wall recesses adjacent to the lobby will offer display

opportunities to showcase research being conducted at the facility. In keeping with the functional and

austere nature of the original building design, simplicity will be the driving concept, and additional

features such as moldings and trim will not be incorporated to enhance the spaces.

General Finishes: The walls and floors of the circulation spaces (corridors, elevator lobbies, stairs) on all

three floors will be quartz tile in a light color with accent areas of a darker color. Light tones will be used

throughout the building for all other finishes. Smooth acoustic tile with a high light reflectance will be

provided to help lighting efficiency and reflect more of the daylight entering the spaces. A tegular edge

to the tile will create an accent shadow line in the grid to provide increased visual interest. Cove lighting

may be used to evenly illuminate accent walls and artwork where incorporated. Pendants will be used

to create illumination accents.

Corridors: Color accented bulkheads, drywall columns, and niches painted in darker tones than the

typical wall color, will be used to reduce the visual length and physically reduce the scale of the corridors

by creating a series of smaller spaces. A combination of general and accent lighting will be used to

support this concept. Door sidelights and borrowed lights will help provide natural light from the

exterior windows to reach into interior spaces and corridors. Applied film on the glazing will provide

visual privacy where requested.

Office and Conference Rooms: Carpet tiles, with some pattern, will be installed in these areas. The

conference room will have a higher grade wall finish, vinyl wall covering, and will be outfitted with

recessed projection screens, whiteboards, a large flat panel display, and video/data outlets. Ceilings

may be a combination of open ceilings with acoustical clouds, exposing portions of the concrete slab

above along with the building systems, and full acoustical tile ceilings. Ceiling tiles provided in these

areas will have a higher acoustic quality. Illumination will be provided by a combination of recessed




troffers, recessed down lights and combination up light/down light suspended fixtures depending on the

ceiling type.

Laboratories: These workrooms will receive highly durable and easily cleanable finishes. Quartz tile

flooring with resilient base will be the flooring utilized throughout lab and lab support areas. Walls will

be painted with semi‐gloss. Ceilings may be a combination of open ceilings with acoustical clouds,

exposing portions of the concrete slab above along with the building systems, and full acoustical tile

ceilings. Acoustic tile ceilings will be mylar faced ceiling tiles with recessed troffer light fixtures. Solid

wood doors with vision lights in steel frames will be used throughout. Most laboratories will require

electronic access control. Epoxy flooring with integral coved base and epoxy painted walls and ceilings

will be provided in specialty functions areas such as autoclave rooms.

DETAILED LABORATORY Modernization of BARC Building 307

SPACE REQUIREMENTS

RMF Engineering, Inc. / Gaudreau, Inc. 11/8/2017 Bridging Documents

LEGEND

PROGRAM

ABBL ANIMAL BIOSCIENCE & BIOTECHNOLOGY LABORATORY APDL ANIMAL PARASITE & DISEASE LABORATORY EMFSL ENVIRONMENTAL MICROBIAL & FOOD SAFETY LAB C/S COMMON & SHARED LAB SUPPORT LOOF LAB OFFICE SPACE LSUP LAB SUPPORT SPACE AOFF ADMINSTRATIVE OFFICE SPACE AQSUP ADMINISTRATIVE SUPPORT SPACE SF SQUARE FEET

ARCHITECTURAL

VCT VINYL COMPOSITION TILE RES RESILIENT (VINYL/RUBBER) ACT ACOUSTIC CEILING TILE GWB GYPSUM WALL BOARD (DRYWALL) CMU CONCRETE MASONRY UNITS PT/ES PAINT, EGGSHELL FINISH PT/SG PAINT, SEMI-GLOSS FINISH PT/FT PAINT, FLAT FINISH PT/WALL PAINT, MATCH WALL PAINT FINISH STD STANDARD LF LINEAL FEET

MECHANICAL

CFM CUBIC FEET PER MINUTE

PLUMBING

CW COLD WATER HW HOT WATER ROW REAGENT WATER A AIR V VACUUM G GAS SG SPECIAL GAS

ELECTRICAL

FC FOOT CANDLES

FIRE SAFETY & PROTECTION

GAL GALLONS CLASS IA FLASH POINT < 73°F & BOILING POINT < 100°F CLASS IB FLASH POINT < 73°F & BOILING POINT > 100°F CLASS IC FLASH POINT > 73°F BUT < 100°F CLASS II FLASH POINT > 100°F BUT < 140°F CLASS IIIA FLASH POINT > 140°F BUT < 200°F CLASS IIIB FLASH POINT > 200°F


SPACE REQUIREMENTS


PROGRAM

ROOM NAME _ROOM 324 - ABBL LAB 1 (VACANT POSITION) GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY ______THIRD FLOOR______________ ________ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ ______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS __THIS LAB IS THE DESIGNATED ACCESSIBLE LABORATORY FOR THE THIRD FLOOR._ ____________________________________________________________________________

STRUCTURAL & CIVIL

LOAD REQUIREMENTS FLOOR LOADS ________________________________________________________ SPECIAL EQUIPMENT LOADS (OTHER THAN MECH) __________________________ SPECIAL PENETRATIONS ________________________________________________ VIBRATION REQUIREMENTS _______________________________________________________________________ SPECIAL CIVIL REQUIREMENTS _______________________________________________________________________ LOADING DOCK REQUIREMENTS _______________________________________________________________________

MECHANICAL (HEATING, VENTILATION & AIR-CONDITIONING)

HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY _1____ WIDTH __4’__ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( X ) LAB SINK QUANTITY __1_ ( ) HANDWASH SINK ( ) UTILITY SINK ( ) SPECIAL WASTE QUANTITY __________

PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( X ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL

LIGHTING: LIGHT LEVEL (FC): ________ TYPE: (X) LED ( ) FLUORESCENT ( ) INCANDESCENT ( ) OTHER CONTROL: ( ) DIMMING ( ) DAYLIGHT HARVESTING POWER: EMERGENCY POWER REQUIREMENTS ____________________________________________________ UPS REQUIREMENTS ____________________________________________________________________

TECHNOLOGY, COMMUNICATION & SECURITY

COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__

FIRE PROTECTION & SAFTEY

CHEMICAL STORAGE: TYPES OF CHEMICALS: ( ) FLAMMABLE LIQUID _______________________________ (PROVIDE AMOUNTS) ( ) CLASS IA ________ GAL ( ) CLASS IB _________ GAL ( ) CLASS IC ________ GAL ( ) COMBUSTIBLE LIQUID ( ) CLASS II ________ GAL ( ) CLASS IIIA ________ GAL ( ) CLASS IIIB ________ GAL ( ) CORROSIVES __________________________ ( ) OXIDIZERS __________________________ ( ) OTHER __________________________

SPECIAL REQUIREMENTS

_____________________________________________________________________________________________________ _____________________________________________________________________________________________________

COMMENTS / ADDITIONAL ISSUES

__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) REFRIGERATOR, (1) CENTRIFUGE_____________________ ______________________________________________________________________________________________________________________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 323 - ABBL LAB 2 (TALBOT)________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _NEIL TALBOT___________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8216__________ ADJACENCY ______THIRD FLOOR _____________ ________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ ______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ___1__ WIDTH __4’__ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) 4’ BSC, (1) -80 FREEZER, (1) 20_FREEZER,_____________ __(1) REFRIGERATOR__________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME _ROOM 320 - ABBL LAB 3 (VACANT POSITION) GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY ______THIRD FLOOR ______________________ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( X ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) REFRIGERATOR______________________________ ____ __(1) -20 FREEZER____________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 316 - ABBL LAB 4 (WEGLARZ)______ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _MONIKA WEGLARZ______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-????__________ ADJACENCY ______THIRD FLOOR______________ ________ EMAIL ADDRESS [email protected] _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 4’ BSC, (1) -20 FREEZER, (1) REFRIGERATOR________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 315 - ABBL LAB 5 (ELSASSER)______ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _TED ELSASSER_________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8281__________ ADJACENCY ______THIRD FLOOR______________ ________ EMAIL ADDRESS [email protected]. _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ____________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ___1__ WIDTH __4’__ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( X ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (2) REFRIGERATORS, (1) -20 FREEZER________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 312 - ABBL LAB 6 (RAMSAY)_______ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _TIMOTHY RAMSAY______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-5958__________ ADJACENCY ______THIRD FLOOR______________ ________ EMAIL ADDRESS [email protected]. _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY __1___ WIDTH __4’___(PERCHLORIC ACID HOOD) SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (4) REFRIGERATORS__________________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME _ROOM 311 - ABBL LAB 7 (VACANT POSITION)_ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY ______THIRD FLOOR ______________________ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ ______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) -20 FREEZER, (1) REFRIGERATOR________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 309 - ABBL LAB 8 (MISKA)__________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _KATE MISKA____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-596___________ ADJACENCY ______THIRD FLOOR______________ ________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) REFRIGERATOR___________________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOM 338 - ABBL LAB 9 (NEW RESEARCH LEAD) GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY ______THIRD FLOOR______________ ________ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES: (1) 6’ BSC, (1) REFRIGERATOR, _________________________________ __(1) -20 FREEZER___________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOM 235 - ABBL LAB 10 (VACANT POSITION) GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY _____SECOND FLOOR ____________ ________ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( X ) OTHER ____WALL PHONE____ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1)_-20 FREEZER, (1) REFRIGERATOR___________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOM 236 - ABBL LAB 11 (VACANT POSITION) GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _768___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY _____SECOND FLOOR ____________________ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_______FLOOR MOUNTED EQUIPMENT INCLUDES: (1) 6’ BSC, (1) -20 FREEZER, (1) REFRIGERATOR______________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 211 - ABBL LAB 12 (LONG)_________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY _____SECOND FLOOR_____________________ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( X ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) REFRIGERATOR, (1) -20 FREEZER____________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOM 209 – MASS SPEC & PROTEOMICS____ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _110___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _1_ PHONE # _(301) 504-8580__________ ADJACENCY _____SECOND FLOOR – ADJACENT TO______ EMAIL ADDRESS [email protected]__ ___________________MAIN MAS SPEC LAB (ROOM 210)_______ EXIST BLDG / ROOM # ________________________ ___________________W/ DIRECT CONNECTION_______________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): ___________ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ________________________________________________________________ ____________ _____________________ _______________________________________________________

STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( ) LAB SINK QUANTITY ____ ( ) HANDWASH SINK ( ) UTILITY SINK ( ) SPECIAL WASTE QUANTITY __________

PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY ______________________ TYPE: _____________________________ SAFETY: ( ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL

LIGHTING: LIGHT LEVEL (FC): ________ TYPE: (X) LED ( ) FLUORESCENT ( ) INCANDESCENT ( ) OTHER CONTROL: ( ) DIMMING ( ) DAYLIGHT HARVESTING POWER: EMERGENCY POWER REQUIREMENTS ____________________________________________________ UPS REQUIREMENTS ___________________________________________________________________


COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES ABSCIEX TOF 5800 MASS SPEC & ASSOCIATED COMPUTER_________ _____________________________________________________________________________________________________

___________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOMS 210 – MASS SPEC & PROTEOMICS___ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY _____SECOND FLOOR ____________________ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____LAB BENCHES SHOULD BE 3’ DEEP; PROVIDE 44” WIDE FLAMMABLE___________ ____STORAGE CABINET (RELOCATED FROM EXISTING LAB)_______________________

STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY _(2) FOR ORBITRAP MS_ TYPE: _____________________________ SAFETY: ( X ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL

LIGHTING: LIGHT LEVEL (FC): ________ TYPE: (X) LED ( ) FLUORESCENT ( ) INCANDESCENT ( ) OTHER CONTROL: ( ) DIMMING ( ) DAYLIGHT HARVESTING POWER: EMERGENCY POWER REQUIREMENTS ____________________________________________________ UPS REQUIREMENTS 208V SINGLE PHASE 60 AMP W/ 8 GA WIRE, NEMA 6-15V OUTLET FOR MS UPS






_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES THERMO SCIENTIFIC ORBITRAP FUSION LUMOS MASS SPEC INCL.__ __COMPUTER WORKSTATION, LC SYSTEM ON TABLE, (1) UPS FOR MS, (1) UPS FOR LC, (2) VACUUM PUMPS_____ __FOR MS, (1) N2 & (1) HE CYLINDER FOR MS, (1) N2 CYLINDER FOR LC______________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME _ROOM 208 - MS COMPUTATIONAL LAB_____ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY _____SECOND FLOOR_- TO MASS SPEC_____ EMAIL ADDRESS [email protected]__ _______________ ____& PROTEOMICS LABS________________ EXIST BLDG / ROOM # ________________________ ____________________(ROOMS 209/210)____________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): _________ FLOOR MTD EQUIP (LF): __________ BENCHTOP: ( _ ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___FURNITURE BY USERS / GOVERNMENT______________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( X ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING


PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


____________________________________________________________________________________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOM 308 – IMMUNOHISTOCHEMISTRY LAB__ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY _THIRD FLOOR - SPACE CAN BE COMBINED_ EMAIL ADDRESS [email protected]__ ________________TOGETHER W/ FLOW CYTOMETRY________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


____FLOOR MOUNTED EQUIPMENT INCLUDES (1) LEICA CRYOSTST & (1) LEICA LCM SCOPE_______________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 308 – FLOW CYTOMETRY_LAB_____ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8580__________ ADJACENCY __THIRD FLOOR - SPACE CAN BE COMBINED_ EMAIL ADDRESS [email protected]_ _________________TOGETHER W/ IMMUNOHISTOCHEMISTRY_ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_____FLOOR MOUNTED EQUIPMENT INCLUDES (2) REFRIGERATORS________________________________________ ______& (1) BD FACSMELODY__________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 336 – RADIOISOTOPE LAB__________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _TIMOTHY RAMSAY______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _2_ PHONE # _(301) 504-5958__________ ADJACENCY __THIRD FLOOR - ADJACENT TO RAMSAY ___ EMAIL ADDRESS [email protected]. ________________& ELSASSER LABS______________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( X ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___36” DEEP LAB BENCHES___________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY __1___ WIDTH __4’__(RADIOISOTOPE HOOD) SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_______________________________________ __________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME _ROOM 039 – EQUIPMENT ROOM (FREEZERS) GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY _____BASEMENT_________________ ________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( X ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING



ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


FLOOR MOUNTED EQUIPMENT INCLUDES (6) -80 FREEZERS & (6) -20 FREEZERS______________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME _ROOM_310 – EQUIPMENT ROOM (FREEZERS) GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY _____THIRD FLOOR ______________ ________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ____2___ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


FLOOR MOUNTED EQUIPMENT INCLUDES (6) -80 FREEZERS & (6) -20 FREEZERS______________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 322 - CULTURE ROOM_____________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _SCIENTIST – SEE LAB____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _SCIENTIST – SEE LAB____ ADJACENCY ___TO SCIENTIST’S (TALBOT) LAB_ ________ EMAIL ADDRESS _SCIENTIST – SEE LAB____ _________________W/ DIRECT ACCESS (ROOM 323)_________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION __________________________________________________________ ____________________________ ________________________________________________ ____________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ (X ) LAB SINK QUANTITY _1__ ( ) HANDWASH SINK ( ) UTILITY SINK ( ) SPECIAL WASTE QUANTITY __________

PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _PROVIDE CO2 FOR INCUBATOR____________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__ FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) INCUBATOR & (1) REFRIGERATOR___________________ _____________________________________________________________________________________________________ ______________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 321 - CULTURE ROOM_____________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _SCIENTIST – SEE LAB____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _SCIENTIST – SEE LAB____ ADJACENCY ___TO SCIENTIST’S (VACANT) LAB__ ________ EMAIL ADDRESS _SCIENTIST – SEE LAB____ _________________W/ DIRECT ACCESS (ROOM 320)__________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ________________________________________________________________________ ______________ ______________________________________________________________ ______________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( X ) OTHER ____WALL PHONE____ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________




SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 317 - CULTURE ROOM_____________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _SCIENTIST – SEE LAB____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _SCIENTIST – SEE LAB____ ADJACENCY ___TO SCIENTIST’S (WEGLARZ) LAB ________ EMAIL ADDRESS _SCIENTIST – SEE LAB____ _________________W/ DIRECT ACCESS_(ROOM 316)_________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ________________________________________________________________________ ______________ ______________________________________________________________ ______________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__ FLOOR MOUNTED EQUIPMENT INCLUDES (1) 4’ BSC____________________________________________________ _____________________________________________________________________________________________________ ______________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 314 - CULTURE ROOM_____________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _SCIENTIST – SEE LAB____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _SCIENTIST – SEE LAB____ ADJACENCY ___TO SCIENTIST’S (ELSASSER) LAB________ EMAIL ADDRESS _SCIENTIST – SEE LAB____ _________________W/ DIRECT ACCESS_(ROOM 315)_________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ________________________________________________________________________ ______________ ______________________________________________________________ ______________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________




SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 313 - CULTURE ROOM_____________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _SCIENTIST – SEE LAB____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _SCIENTIST – SEE LAB____ ADJACENCY ___TO SCIENTIST’S (RAMSAY) LAB__ ________ EMAIL ADDRESS _SCIENTIST – SEE LAB____ _________________W/ DIRECT ACCESS (ROOM 312)__________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ________________________________________________________________________ ______________ ______________________________________________________________ ______________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________




SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 213 - CULTURE ROOM_____________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _SCIENTIST – SEE LAB____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _SCIENTIST – SEE LAB____ ADJACENCY ___TO SCIENTIST’S (LONG) LAB____ ________ EMAIL ADDRESS _SCIENTIST – SEE LAB____ _________________W/ DIRECT ACCESS_(ROOM 211)_________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ________________________________________________________________________ ______________ ______________________________________________________________ ______________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__ FLOOR MOUNTED EQUIPMENT INCLUDES (1) 4’ BSC____________________________________________________ _____________________________________________________________________________________________________ ______________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 212 - DNA PREP__________________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___7_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _SCIENTIST – SEE LAB____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _SCIENTIST – SEE LAB____ ADJACENCY _____TO SCIENTIST’S (LONG) LAB___________ EMAIL ADDRESS _SCIENTIST – SEE LAB____ ___________________W/ DIRECT ACCESS_(ROOM 211)________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__ FLOOR MOUNTED EQUIPMENT INCLUDES (1) REFRIGERATOR____________________________________________ _____________________________________________________________________________________________________ ______________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 034 - WALK-IN COLD ROOM________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY ____BASEMENT___________________________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER MTL INSUL_PANEL BASE ( ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( ) GWB ( ) CMU ( X ) OTHER TYPE _MTL INSUL_PANEL_ WALL FINISH: ( ) PT/ES ( ) PT/SG ( ) EPOXY ( X ) OTHER TYPE PREFINISHED_PANEL DOORS: ( ) OVERSIZE ( X ) SEALS ( X ) SPECIAL TYPE __INSUL MTL TO MATCH PANELS___ WINDOWS ( ) INTERIOR TO _______________________ ( ) EXTERIOR OK ( X ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS __WINDOW IN DOOR__________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( X ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: : ___VENTILATION AIR SUPPLY REQUIRED______________________


SPACE REQUIREMENTS


PLUMBING



ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_____________________________________________________________________________________________________ _____________________________________________________________________________________________________ ____________________________________________________________________________________ ________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOM 237/237A - WALK-IN COLD/FREEZER ROOM GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY _____SECOND FLOOR_- TO LONG LAB______ EMAIL ADDRESS [email protected]_ ________________________(ROOM 211)____________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER MTL INSUL_PANEL BASE ( ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT ______ WALL CONSTRUCTION ( ) GWB ( ) CMU ( X ) OTHER TYPE _MTL INSUL_PANEL_ WALL FINISH: ( ) PT/ES ( ) PT/SG ( ) EPOXY ( X ) OTHER TYPE PREFINISHED_PANEL DOORS: ( ) OVERSIZE ( X ) SEALS ( X ) SPECIAL TYPE __INSUL MTL TO MATCH PANELS__ WINDOWS ( ) INTERIOR TO _______________________ ( ) EXTERIOR OK ( X ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS __WINDOW IN DOOR__________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( X ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ___VENTILATION AIR SUPPLY REQUIRED_______________________


SPACE REQUIREMENTS


PLUMBING



ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_____________________________________________________________________________________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 040 - DARKROOM__________________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120____ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY _____BASEMENT _________________ ________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING



ELECTRICAL

LIGHTING: LIGHT LEVEL (FC): ________ TYPE: (X) LED ( ) FLUORESCENT ( ) INCANDESCENT ( ) OTHER CONTROL: ( X ) DIMMING ( ) DAYLIGHT HARVESTING POWER: EMERGENCY POWER REQUIREMENTS ____________________________________________________ UPS REQUIREMENTS ____________________________________________________________________


COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


___BENCHTOP EQUIPMENT INCLUDES TYPHOON & FILM PROCESSOR_________________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOM 234 - FLUORESCENCE MICROSCOPY LAB_ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _120____ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY _____SECOND FLOOR_____________________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _______________________ ( ) EXTERIOR OK ( X ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ______PROVIDE 4’ WIDE GLASSWARE STORAGE CABINET IN ADDITION TO BENCH____ ____________________________________________________________________________

STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







ANTI-VIBRATION TABLE HAS (6) 110V OUTLETS WHICH SHOULD BE CONNECTED TO (3) INDEPENDENT CIRCUITS_ PROVIDE MINIMUM OF (6) ADDITIONAL ELECTRICAL OUTLETS ON (3) INDEPENDENT CIRCUITS__________________


_____FLOOR MOUNTED EQUIPMENT INCLUDES 4’ X 7’ ANTI-VIBRATION TABLE W/ MICROSCOPE________________ _____LIGHTING DIMMER CONTROL SHOULD BE AT ANTI-VIBRATION TABLE__________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 026 - AUTOCLAVE ROOM___________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _150___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY ______BASEMENT ________________________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( X ) EPOXY ( ) CARPET ( ) OTHER _________________ BASE ( ) RES ( X ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( X ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( X ) PT/WALL HEIGHT _8’-0” WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( ) PT/SG ( X ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( X ) SEALS ( ) SPECIAL TYPE ________________________________ WINDOWS ( ) INTERIOR TO _______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): __________ LOW (LF): __________ FLOOR MTD EQUIP (LF): __________ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ____1___ CFM __TBD__ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: : __CANOPY HOOD FOR AUTOCLAVE_________________________


SPACE REQUIREMENTS


PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( X) LAB SINK QUANTITY __1__ ( ) HANDWASH SINK ( ) UTILITY SINK ( X ) SPECIAL WASTE QUANTITY __________

PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS: SST TUB SINK; BLDG. STEAM CONNECTION, FLOOR SINK FOR AUTOCLAVE GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


______FLOOR MOUNTED EQUIPMENT INCLUDES AUTOCLAVE (TYPE 1 – PROVIDED & INSTALLED BY____________ _______BY DB CONTRACTOR)__________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME __ROOM 340 - AUTOCLAVE ROOM__________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _150___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY ______THIRD FLOOR _____________ ________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( X ) EPOXY ( ) CARPET ( ) OTHER _________________ BASE ( ) RES ( X ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( X ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( X ) PT/WALL HEIGHT _8’-0” WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( ) PT/SG ( X ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( X ) SEALS ( ) SPECIAL TYPE ________________________________ WINDOWS ( ) INTERIOR TO _______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _________ _ LOW (LF): _________ _ FLOOR MTD EQUIP (LF): __________ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ____1___ CFM __TBD__ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: : __CANOPY HOOD FOR AUTOCLAVE_________________________


SPACE REQUIREMENTS


PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( ) LAB SINK QUANTITY _____ ( ) HANDWASH SINK ( ) UTILITY SINK ( X ) SPECIAL WASTE QUANTITY __________

PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS _______ BUILDING STEAM CONNECTION, FLOOR SINK FOR AUTOCLAVE___ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


______FLOOR MOUNTED EQUIPMENT INCLUDES AUTOCLAVE (RELOCATED & REINSTALLED FROM BUILING_____ _______200_BY DB CONTRACTOR – SIMILAR TO TYPE 1 AUTOCLAVE)_______________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ROOMS 035 & 038 – CONSUMMABLES STORAGE GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _200___ SF QUANTITY ___2_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY _____BASEMENT__________________________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( X ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( ) OTHER _________________ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT ______ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( X ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________


SPACE REQUIREMENTS


PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( ) LAB SINK QUANTITY _____ ( ) HANDWASH SINK ( ) UTILITY SINK ( ) SPECIAL WASTE QUANTITY __________


ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ____ROOM 032 – FILE STORAGE______________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _200___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY _____BASEMENT__________________________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________


SPACE REQUIREMENTS


PROGRAM

ROOM NAME ____ROOM 033 – SUPPLIES STORAGE_________ GROUP ( X ) ABBL ( ) APDL ( ) EMFSL ( ) C/S PROGRAM NET AREA _200___ SF QUANTITY ___1_____ LEADER _RANSOM BALDWIN______ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JULIE LONG____________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-8580__________ ADJACENCY _____BASEMENT__________________________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL





SPACE REQUIREMENTS


PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________

DETAILED LABORATORY Modernization of BARC Building 307 SPACE REQUIREMENTS


LEGEND

PROGRAM


ARCHITECTURAL


MECHANICAL


PLUMBING


ELECTRICAL

FC FOOT CANDLES





PROGRAM

ROOM NAME __ROOM 109 - EMFSL LAB 1A (NOU)_________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ XIANGWU NOU_________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8991__________ ADJACENCY ___FIRST FLOOR - SHARED____________ ____ EMAIL ADDRESS [email protected]___ _________________SPACE WITH LUO LAB_(ROOM 108)_______ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_______FLOOR MOUNTED EQUIPMENT INCLUDES (2) 4’ BSC, (1) REFRIGERATOR,_(1) -20 FREEZER,______________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 108 - EMFSL LAB 1B (LUO)_________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ YAGUANG LUO_________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-6186__________ ADJACENCY ___FIRST FLOOR_- SHARED___________ ____ EMAIL ADDRESS [email protected] _________________SPACE WITH NUO LAB_(ROOM 109)______ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ____1_ WIDTH __4’__ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________



PLUMBING


PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) REFRIGERATOR, (3) INCUBATORS________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 110 – EMFSL LAB 2 (BHAGWAT)_____ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA_______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-9198__________ ADJACENCY ___FIRST FLOOR _____________________ ____ EMAIL ADDRESS _manan,[email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_______FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) REFRIGERATOR,_____________________________ _______(2) IINCUBATORS, (2) -20 FREEZERS_& (1) CENTRIFUGE_____________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 111 - EMFSL LAB 3 (PATEL)_________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JITU PATEL____________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-7003__________ ADJACENCY ___FIRST FLOOR_____________________ ____ EMAIL ADDRESS [email protected]__ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_______FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) REFRIGERATOR, (1_ INCUBATOR_______________ _______& (1) UNDERCOUNTER DISHWASHER_____________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 112 - EMFSL LAB 4 (SHARMA)______ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504__ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA_______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-9198__________ ADJACENCY ___FIRST FLOOR_____________________ ____ EMAIL ADDRESS _manan,[email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_______FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC, (1) REFRIGERATOR,_____________________________ _______(1) CENTRIFUGE / SHAKING INCUBATOR, (1) INCUBATOR____________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME ROOM 226 - EMFSL LAB 5 (VACANT POSITION) GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-6774__________ ADJACENCY _____SECOND FLOOR – TO SANTIN-DURAN__ EMAIL ADDRESS _monica.santin-duran@ars ____________________LAB W/ DIRECT ACCESS_(ROOM 225)__ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( X ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) DELI STYLE REFRIGERATOR, (2) -20 FREEZERS, (1) INCUBATOR,__ __(1) ICE MAKER______________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 225 - EMFSL LAB 6 (SANTIN-DURAN)_ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _630___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-6774__________ ADJACENCY _____SECOND FLOOR_- TO SY TBD LAB &___ EMAIL ADDRESS _monica.santin-duran@ars _____FECAL ROOM W/ DIRECT ACCESS TO BOTH_(ROOMS __ EXIST BLDG / ROOM # ________________________ _____226 & 224)_________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____CELL CULTURE AREA CONTIGUOUS W/ LAB_________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) CENTRIFUGE, (1) REFRIGERATOR/FREEZER, (1) 36X20 STORAGE__ __CABINET, (1) 48X24 STORAGE CABINET, (1) 27X19 TOOL CABINET, (1) 36X20 SHELVING UNIT, (1) 43X18_________ __FLAMMABLE CABINET, (2) 4’ BSC, (2) -20 FREEZERS_____________________________________________________



PROGRAM

ROOM NAME __ROOM 222 - EMFSL LAB 7 (VAN KESSEL)__ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _630___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JO ANN VAN KESSEL____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8287__________ ADJACENCY _____SECOND FLOOR – TO HALEY LAB &____ EMAIL ADDRESS [email protected] _____FECAL ROOM W/ DIRECT ACCESS TO BOTH (ROOMS___ EXIST BLDG / ROOM # ________________________ _____221 & 223)________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____CELL CULTURE AREA CONTIGUOUS W/ LAB_________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (2) 6’ BSC, (1) DELI STYLE REFRIGERATOR, (4) INCUBATORS,____ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 22 - EMFSL LAB 8 (HALEY)_________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( X ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ BRADD HALEY_________ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _3_ PHONE # _(301) 504-8960__________ ADJACENCY _____SECOND FLOOR – TO VAN KESSEL_____ EMAIL ADDRESS _bradd,[email protected]___ ____________________LAB W/ DIRECT ACCESS_(ROOM 222)__ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS THIS LAB IS THE DESIGNATED ACCESSIBLE LABORATORY FOR THE SECOND FLOOR. ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__ FLOOR MOUNTED EQUIPMENT INCLUDES (1) -80 FREEZER, (1)_-20 FREEZER_____________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOMS 215/216 -INSTRUMENTATION LAB__ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _4_ PHONE # _(301) 504-6774__________ ADJACENCY _____SECOND FLOOR EMFSL LABS_ ________ EMAIL ADDRESS _monica.santin-duran@ars _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___LAB TO BE DIVIDED INTO PREP LAB (FRONT) & INSTRUMENTATION LAB (REAR)___ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ____1___ CFM _TBD_(AB SEQUENCER - 215) DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________



PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES IN PREP LAB (1) -20 FREEZER & (1) REFRIGERATOR________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOMS 217/218/219 - CELL CULTURE LAB_ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _4_ PHONE # _(301) 504-6774__________ ADJACENCY _____SECOND FLOOR EMFSL LABS_ ________ EMAIL ADDRESS _monica.santin-duran@ars ________________________________________ _______________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___LAB TO BE DIVIDED INTO THREE ROOMS - PREP LAB (FRONT – 252 SF)__________ ___& TWO CELL CULTURE LABS (REAR – 126 SF EACH)___________________________

STRUCTURAL & CIVIL






PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ____2___ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES: IN PREP LAB (1) REFRIGERATOR, (1) -20 FREEZER_________________ __IN EACH CELL CULTURE ROOM: (1) 6’ BSC, (1) INCUBATOR_______________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 224 - FECAL ROOM_______________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _1_ PHONE # _(301) 504-6774__________ ADJACENCY _____SECOND FLOOR_- TO SANTIN-DURAN__ EMAIL ADDRESS _monica.santin-duran@ars ____________________LAB W/ DIRECT ACCESS (ROOM 225)__ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY _1____ WIDTH ___4’_ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________



PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( X ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) CENTRIFUGE, (2) REFRIGERATORS, (1) 44” x 96” SST TABLE__ ___ ________________________________& (1) CENTRIFUGE____________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 223 - FECAL ROOM________________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _125___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _JO ANN VAN KESSEL____ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _1_ PHONE # _(301) 504-8287__________ ADJACENCY _____SECOND FLOOR – TO VAN KESSEL____ EMAIL ADDRESS [email protected] _____________________LAB W/ DIRECT ACCESS_(ROOM 222)_ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) 6’ BSC_____________________________________________ _______ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME ROOM 220 – AUTOCLAVE/DISHWASH/MEDIA PREP GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _252___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-6774__________ ADJACENCY _____SECOND FLOOR EMFSL LABS_ ________ EMAIL ADDRESS _monica.santin-duran@ars _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( X ) EPOXY ( ) CARPET ( ) OTHER _QUARTZ TILE____ BASE ( ) RES ( X ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( X ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( ) PT/SG ( X ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( ) LAB SINK QUANTITY __1_ ( ) HANDWASH SINK ( X ) UTILITY SINK ( 2 ) SPECIAL WASTE QUANTITY ____3______

PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS _SST TUB SINK; BLDG STM CONNECTION, FLOOR SINKS (AUTOCLAVE / ICE) GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (1) STEAM AUTOCLAVE, (1) PORTABLE AUTOCLAVE. (1) ICE_____ ___ __MACINE, (1) HEAVY DUTY RESIDENTIAL GRADE UNDERCOUNTER DISHWASHER W/ SST INTERIOR____________ __SST TUB SINK – 3 COMPARTMENT SINK W/ DRAINBOARDS BOTH ENDS____________________________________



PROGRAM

ROOM NAME __ROOM 139 - AUTOCLAVE ROOM___________ GROUP ( ) ABBL ( ) APDL ( ) EMFSL ( X ) C/S PROGRAM NET AREA _330___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA _______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-9198__________ ADJACENCY _____FIRST FLOOR EMFSL LABS &__________ EMAIL ADDRESS [email protected]_ ___________________SERVICE ENTRY_(ROOM 140)__________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( X ) EPOXY ( ) CARPET ( ) OTHER _________________ BASE ( ) RES ( X ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( X ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( X ) PT/WALL HEIGHT _8’-0” WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( ) PT/SG ( X ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _______________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): _SEE PLAN_ LOW (LF): _SEE PLAN_ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( X ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ___1____ CFM ___TBD___ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: __CANOPY HOODS FOR AUTOCLAVES__________________________



PLUMBING

DRAIN ( X ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( ) LAB SINK QUANTITY ____ ( ) HANDWASH SINK ( X ) UTILITY SINK ( ) SPECIAL WASTE QUANTITY __________

PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS SST TUB SINK; BLDG STEAM CONNECTION, FLOOR SINK FOR AUTOCLAVE__ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (3) AUTOCLAVES – (2) GETINGE 733’S, (1) AMSCO 250,_ _________ ___ __PROVIDE (1) HEAVY DUTY RESIDENTIAL GRADE DISHWASHER WITH STAINLESS STEEL INTERIOR____________ __SST TUB SINK – 3 COMPARTMENT SINK W/ DRAINBOARDS BOTH ENDS____________________________________



PROGRAM

ROOM NAME ROOM_029 – EQUIPMENT ROOM (FREEZERS) GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _400___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA _______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-9198__________ ADJACENCY ___BASEMENT ___________________________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT ______ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (7) -80 FREEZERS, (13) -20 FREEZERS_____________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME ROOM 010 – EQUIPMENT ROOM (FREEZERS) GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _200___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-6774__________ ADJACENCY _____BASEMENT _________________ ________ EMAIL ADDRESS _monica.santin-duran@ars _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT ______ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


__FLOOR MOUNTED EQUIPMENT INCLUDES (8) -20 FREEZERS______________________________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 132 - EQUIPMENT ROOM___________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _504___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA _______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-9198__________ ADJACENCY ___FIRST FLOOR_____________________ ____ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _QUARTZ TILE____ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( X ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): _SEE PLAN_ BENCHTOP: ( X ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( X ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING


PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ____2___ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( X ) OTHER ____WALL PHONE____ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( X ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


FLOOR MOUNTED EQUIPMENT INCLUDES: FOR NOU (4) -80 FREEZER, (1) CHROMATOGRAPHY REFRIFGERATOR,_ (1) INCUBATOR, (2) STACKING SHAKING INCUBATORS; FOR LUO (1) DELI STYLE REFRIGERTOR, (10) EXPLOSION_ PROOF REFRIGERATOR, (4) -20 FREEZERS_______________________________________________________________



PROGRAM

ROOM NAME __ROOM 134 - SAMPLE PREP_______________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _280___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA _______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _1_ PHONE # _(301) 504-9198__________ ADJACENCY ___FIRST FLOOR_- MEDIA PREP (ROOM 133)_ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 133 - MEDIA PREP________________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _140___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA _______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _1_ PHONE # _(301) 504-9198__________ ADJACENCY ___FIRST FLOOR_- SAMPLE PREP (ROOM 134) EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING


PIPED SERVICE (LAB SINK): ( X ) CW ( X ) HW ( X ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( X ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME _ROOMS 013 & 017 -_WALK-IN COLD ROOMS_ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___2_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA _______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-9198__________ ADJACENCY _______BASEMENT_______________ ________ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER MTL INSUL_PANEL BASE ( ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( ) GWB ( ) CMU ( X ) OTHER TYPE _MTL INSUL_PANEL_ WALL FINISH: ( ) PT/ES ( ) PT/SG ( ) EPOXY ( X ) OTHER TYPE PREFINISHED_PANEL DOORS: ( ) OVERSIZE ( X ) SEALS ( X ) SPECIAL TYPE ___INSUL MTL TO MATCH PANELS__ WINDOWS ( ) INTERIOR TO _______________________ ( ) EXTERIOR OK ( X ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___ WINDOW IN DOOR________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_____________________________________________________________________________________________________ _____________________________________________________________________________________________________ ____________________________________________________________________________________ ________



PROGRAM

ROOM NAME __ROOMS 135 & 136 -_GROWTH CHAMBERS____ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___2_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _ MANAN SHARMA _______ BIOSAFTEY LEVEL ( X ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-9198__________ ADJACENCY ___FIRST FLOOR_EMFSL LABS________ ____ EMAIL ADDRESS [email protected]_ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER MTL INSUL_PANEL BASE ( ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT ______ WALL CONSTRUCTION ( ) GWB ( ) CMU ( X ) OTHER TYPE _MTL INSUL_PANEL_ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE PREFINISHED_PANEL DOORS: ( ) OVERSIZE ( X ) SEALS ( X ) SPECIAL TYPE __INSUL MTL TO MATCH PANELS__ WINDOWS ( ) INTERIOR TO _______________________ ( ) EXTERIOR OK ( X ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS __WINDOW IN DOOR__________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_____________________________________________________________________________________________________ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 016 - FIELD EQUIPMENT_STORAGE__ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _200___ SF QUANTITY ___1_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-6774__________ ADJACENCY _____BASEMENT _________________________ EMAIL ADDRESS _monica.santin-duran@ars _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( X ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( ) OTHER _________________ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO _________________ ________ ( ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME ROOMS 014 & 020 – CONSUMMABLES STORAGE GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _200___ SF QUANTITY ___2_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( ) AOFF ( ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-6774__________ ADJACENCY _____BASEMENT__________________________ EMAIL ADDRESS _monica.santin-duran@ars _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOMS 011 & 019 – FILE STORAGE_________ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _200___ SF QUANTITY ___2_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( X ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-6774__________ ADJACENCY _____BASEMENT__________________________ EMAIL ADDRESS _monica.santin-duran@ars _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOMS 012 & 018 – SUPPLIES STORAGE____ GROUP ( ) ABBL ( ) APDL ( X ) EMFSL ( ) C/S PROGRAM NET AREA _200___ SF QUANTITY ___2_____ LEADER _MOON KIM_____________ SPACE TYPE ( ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( X ) ASUP CONTACT PERSON _MONICA SANTIN-DURAN_ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # _(301) 504-6774__________ ADJACENCY _____BASEMENT__________________________ EMAIL ADDRESS _monica.santin-duran@ars _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL






PLUMBING



ELECTRICAL







_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



LEGEND

PROGRAM


ARCHITECTURAL


MECHANICAL


PLUMBING


ELECTRICAL

FC FOOT CANDLES





PROGRAM

ROOM NAME __ROOM 004 - WELLNESS ROOM____________ GROUP ( ) ABBL ( ) APDL ( ) EMFSL ( X ) C/S PROGRAM NET AREA _100___ SF QUANTITY ___1______ LEADER ________________________ SPACE TYPE ( ) LAB ( ) LOFF ( ) LSUP ( _ ) AOFF ( X ) ASUP CONTACT PERSON _ ___________ ___________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _1_ PHONE # ________________________ ADJACENCY _________________________________________ EMAIL ADDRESS ________________________ ________________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER __QUARTZ TILE___ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( ) PT/SG ( ) EPOXY ( X ) OTHER TYPE _WALL COVEING___ DOORS: ( ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ________ ________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( X ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( X ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___FURNITURE BY USERS / GOVERNMENT_______________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________



PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( ) LAB SINK QUANTITY ____ ( X ) HANDWASH SINK ( ) UTILITY SINK ( ) SPECIAL WASTE QUANTITY ____1______

PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( _ ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS _SST UNDERMOUNT SINK____________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL

LIGHTING: LIGHT LEVEL (FC): ________ TYPE: (X) LED ( ) FLUORESCENT ( ) INCANDESCENT ( X ) OTHER CONTROL: ( X ) DIMMING ( ) DAYLIGHT HARVESTING POWER: EMERGENCY POWER REQUIREMENTS ____________________________________________________ UPS REQUIREMENTS ____________________________________________________________________


COMMUNICATIONS: QUANTITY OF: ___1____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME _ROOMS 106, 206 & 306 -_IT LAN ROOMS______ GROUP ( ) ABBL ( ) APDL ( ) EMFSL ( X ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___3______ LEADER _______________________ SPACE TYPE ( ) LAB ( ) LOFF ( ) LSUP ( _ ) AOFF ( X ) ASUP CONTACT PERSON ____________ ___________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # ________________________ ADJACENCY ____(1) PER FLOOR (1, 2 & 3) - STACKED______ EMAIL ADDRESS ________________________ ________________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER _STATIC CONTROLTILE BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( X ) OTHER TYPE _FIRE TREATED PLYWOOD_ DOORS: ( ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( X ) INTERIOR TO _____LAB________________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ___PLYWOOD ON NORTH WALL________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___IT EQUIPMENT & RACKS BY USERS / GOVERNMENT___________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____________________________________________________________



PLUMBING


PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( _ ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ______ VOICE ___ ___ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 027 - LAUNDRY (WASHER/DRYER)___ GROUP ( ) ABBL ( ) APDL ( ) EMFSL ( X ) C/S PROGRAM NET AREA _120___ SF QUANTITY ___1______ LEADER ________________________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( _ ) AOFF ( ) ASUP CONTACT PERSON _ ___________ ___________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # ________________________ ADJACENCY ___ BASEMENT ___________________________ EMAIL ADDRESS ________________________ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER __SEALED CONC__ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( ) ACT ( ) GWB ( ) OTHER ( X ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT ______ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ________________________ ( ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ____________________________________________________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL



HOURS OF OPERATION: ( X ) 12 HRS/DAY ( ) 24 HRS/DAY ( X ) 5 DAYS/WEEK ( ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: ____DRYER VENTING_________________________________________



PLUMBING

DRAIN ( ) FLOOR DRAIN QUANTITY _____ ( ) CUP SINK QUANTITIY _____ ( ) LAB SINK QUANTITY ____ ( ) HANDWASH SINK ( ) UTILITY SINK ( X ) SPECIAL WASTE QUANTITY ___1_______

PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( _ ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS __CW/HW/DRAIN CONNECTION FOR WASHER___________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( _ ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 141 – CHEMICAL STORAGE_________ GROUP ( ) ABBL ( ) APDL ( ) EMFSL ( X ) C/S PROGRAM NET AREA _75____ SF QUANTITY ___1______ LEADER ________________________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( _ ) AOFF ( ) ASUP CONTACT PERSON _ ___________ ___________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # ________________________ ADJACENCY ___ SERVICE ENTRANCE___________________ EMAIL ADDRESS ________________________ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: __________________ _________________________________________



PLUMBING


PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( _ ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ________________________________________ ___________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( _ ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 142 – GAS CYLINDER STORAGE_____ GROUP ( ) ABBL ( ) APDL ( ) EMFSL ( X ) C/S PROGRAM NET AREA _35____ SF QUANTITY ___1______ LEADER ________________________ SPACE TYPE ( ) LAB ( ) LOFF ( X ) LSUP ( _ ) AOFF ( ) ASUP CONTACT PERSON _ ___________ ___________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _0_ PHONE # ________________________ ADJACENCY ___ SERVICE ENTRANCE___________________ EMAIL ADDRESS ________________________ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ______________________________________________________________________________________ _____________________________________________________________________________________________________

ARCHITECTURAL


STRUCTURAL & CIVIL



HOURS OF OPERATION: ( ) 12 HRS/DAY ( X ) 24 HRS/DAY ( ) 5 DAYS/WEEK ( X ) 7 DAYS/WEEK ENVIRONMENT TEMPERATURE (STANDARD 70°F WINTER, 76°F SUMMER, 50% RH) _____________________ REQUEST FOR SPECIAL CONDITIONS ______________________________________________ PRESSURE ( X ) NEGATIVE ( ) POSITIVE ( ) NEUTRAL SUPPLY AIR FILTRATION (IF REQ’D) ________________________________________________ EQUIPMENT REQUIRING SPOT COOLING ____________________________________________ VENTILATION/ HOODS BENCH FH QUANTITY ______ WIDTH ______ WALK-IN FH QUANTITY ______ WIDTH ______ SPECIAL HOOD QUANTITY ______ WIDTH ______ SPECIAL EXHAUST CANOPY HOOD QUANTITY ________ CFM _________ POINT EXHAUST QUANTITY ________ CFM ________ DEDICATED EXHAUST QUANTITY ________ CFM ________ SLOT EXHAUST QUANTITY ________ CFM ________ ADDITIONAL SPECIAL HVAC REQUIREMENTS: __________________ _________________________________________



PLUMBING


PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( _ ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ________________________________________ ___________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( _ ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOM 130 - BREAK ROOM _______________ GROUP ( ) ABBL ( ) APDL ( ) EMFSL ( X ) C/S PROGRAM NET AREA _320___ SF QUANTITY ___1______ LEADER ________________________ SPACE TYPE ( ) LAB ( ) LOFF ( ) LSUP ( ) AOFF ( X ) ASUP CONTACT PERSON ________________________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _8_ PHONE # ________________________ ADJACENCY _________________________________________ EMAIL ADDRESS ________________________ ________________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ___EQUIP WITH RESIDENTIAL GRADE APPLIANCES – STOVE, (2) MICROWAVES,________________ _________________(2) REFRIGERATOR/FREEZERS W/ ICEMAKERS__________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( ) CARPET ( X ) OTHER __QUARTZ TILE___ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( X ) PT/SG ( ) EPOXY ( ) OTHER TYPE ___________________ DOORS: ( ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( X ) INTERIOR TO _____CORRIDOR__________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( X ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___FURNITURE BY USERS / GOVERNMENT_______________________________________ ____________________________________________________________________________

STRUCTURAL & CIVIL






PLUMBING


PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( _ ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS _DOUBLE BOWL KITCHEN SINK_W/ GARBAGE DISPOSAL, ICEMAKERS_____ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ________ VOICE ________ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( X ) RACEWAY AS REQUIRED ____________________ ( X ) OTHER ____WALL PHONE____ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: ____________________________________________________________________________




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________



PROGRAM

ROOM NAME __ROOMS 129 A/B - CONFERENCE ROOMS____ GROUP ( ) ABBL ( ) APDL ( ) EMFSL ( X ) C/S PROGRAM NET AREA _528___ SF QUANTITY ___1______ LEADER ________________________ SPACE TYPE ( ) LAB ( ) LOFF ( ) LSUP ( _ ) AOFF ( X ) ASUP CONTACT PERSON ________________________ BIOSAFTEY LEVEL ( ) BL2 ( ) BL3 # OF OCCUPANTS _20_ PHONE # ________________________ ADJACENCY ______FIRST FLOOR_______________________ EMAIL ADDRESS ________________________ _______________________________________________________ EXIST BLDG / ROOM # ________________________ _______________________________________________________ EXISTING NET AREA _____________________ SF FUNCTION ___________________________________________________________________________ ___________ _____________________________________________________________________________________________________

ARCHITECTURAL

ROOM FINISH FLOOR ( ) VCT ( ) SEAMLESS ( ) EPOXY ( X ) CARPET ( ) OTHER _________________ BASE ( X ) RES ( ) INTEGRAL ( ) OTHER TYPE ___________________________________ CEILING ( X ) ACT ( ) GWB ( ) OTHER ( ) NONE ( ) PT/FT ( ) PT/WALL HEIGHT _8’-0”_ WALL CONSTRUCTION ( X ) GWB ( ) CMU ( ) OTHER TYPE ___________________ WALL FINISH: ( ) PT/ES ( ) PT/SG ( ) EPOXY ( X ) OTHER TYPE __WALLCOVERING__ DOORS: ( ) OVERSIZE ( ) SEALS ( ) SPECIAL TYPE _________________________________ WINDOWS ( ) INTERIOR TO ______________ __________ ( X ) EXTERIOR OK ( ) NONE CASEWORK BENCH HEIGHT: STD (LF): ___________ LOW (LF): __________ FLOOR MTD EQUIP (LF): ___________ BENCHTOP: ( ) EPOXY ( ) PLASTIC LAMINATE ( ) STAINLESS STEEL ( ) OTHER CASEWORK CONSTRUCTION: ( ) WOOD ( ) METAL ( ) STAINLESS STEEL ( ) OTHER SPECIAL CONDITIONS ( ) SOUND ATTENUATION ( ) VIBRATION ( ) OTHER ____________________________________________________________________________ ____________________________________________________________________________ SPECIAL REQUIREMENTS ___FURNITURE BY USERS / GOVERNMENT_______________________________________ ___PROVIDE 50 STC OPERABLE PARTITION DIVIDING SPACE_______________________

STRUCTURAL & CIVIL






PLUMBING


PIPED SERVICE (LAB SINK): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (BENCH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG PIPED SERVICE (FH): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG ( ) CUP SINK PIPED SERVICE (BSC): ( ) CW ( ) HW ( ) ROW ( ) A ( ) V ( ) G ( ) SG GAS CYLINDERS: LOCAL QUANTITY __________________ TYPE: ________________________________ SAFETY: ( _ ) SAFETY SHOWER ( ) EYEWASH ( ) OTHER _________________________ SPECIAL PLUMBING REQUIREMENTS ___________________________________________________________________ GAS OUTLET REQUIREMENTS _________________________________________________________________________

ELECTRICAL



COMMUNICATIONS: QUANTITY OF: ___2____ VOICE ___2____ DATA ________ AUX ________AUDIO/VIDEO TYPE OF DATA: ________________________ TYPE OF VOICE: ________________________ ( ) PA (Y/N) ( ) RACEWAY AS REQUIRED ____________________ ( ) OTHER ____________________________ COPPER FOR HORIZONTAL DISTRIBUTION: ( ) CAT 6___ ( ) OTHER ___________________________ FIBER OPTIC CABLE TO DESKTOP ( ) YES ( ) NO FIBER OPTIC CABLE IN BACKBONE: ( ) SINGLE MODE: # OF STRANDS: ________ ( ) MULTIMODE: # OF STRANDS ________ MULTIMODE FIBER: ( ) 62.5 MICRONS OR ( ) 50 MICRONS AUDIOVIDEO ( ) COAXIAL SYSTEM ( ) Z-BAND SYSTEM SECURITY ( ) CONTROL ACCESS ( ) CAMERA / MONITOR NEEDED ______________________ SPECIAL REQUIREMENTS: _VOICE/DATA QUANTITIES PER LOCATION – SEE ELEC DWGS FOR # OF LOCATIONS__




_____________________________________________________________________________________________________ _____________________________________________________________________________________________________


_________________________________________________________________________________________________ ___ _____________________________________________________________________________________________________ _____________________________________________________________________________________________________

Annual Cost Summary USDA BLDG 307 BARC v49 11/03/2017 RMF Engineering 09:51AM

Hourly Analysis Program v4.91 Page 1 of 9

Table 1. Annual Costs

Component

[B000] Bldg 307 Baseline

($)

Bldg 307 Proposed

($)

Air System Fans 50,221 42,032

Cooling 67,357 89,225

Heating 293,957 198,130

Pumps 1,077 716

Heat Rejection Fans 0 0

HVAC Sub-Total 412,611 330,103

Lights 30,623 29,535

Electric Equipment 228,127 224,030

Misc. Electric 122,636 70,515

Misc. Fuel Use 0 0

Non-HVAC Sub-Total 381,386 324,080

Grand Total 793,997 654,183

Table 2. Annual Cost per Unit Floor Area

Component


($/ft²)

Bldg 307 Proposed

($/ft²)

Air System Fans 1.214 1.016

Cooling 1.628 2.157

Heating 7.107 4.790

Pumps 0.026 0.017

Heat Rejection Fans 0.000 0.000

HVAC Sub-Total 9.975 7.981

Lights 0.740 0.714

Electric Equipment 5.515 5.416

Misc. Electric 2.965 1.705

Misc. Fuel Use 0.000 0.000

Non-HVAC Sub-Total 9.221 7.835

Grand Total 19.196 15.816

Gross Floor Area (ft²) 41363.0 41363.0

Conditioned Floor Area (ft²) 41363.0 41363.0

Note: Values in this table are calculated using the Gross Floor Area.

Annual Cost Summary USDA BLDG 307 BARC v49 11/03/2017 RMF Engineering 09:51AM


Table 3. Component Cost as a Percentage of Total Cost

Component


( % )

Bldg 307 Proposed

( % )

Air System Fans 6.3 6.4

Cooling 8.5 13.6

Heating 37.0 30.3

Pumps 0.1 0.1

Heat Rejection Fans 0.0 0.0


Lights 3.9 4.5

Electric Equipment 28.7 34.2

Misc. Electric 15.4 10.8

Misc. Fuel Use 0.0 0.0



Annual Energy and Emissions Summary USDA BLDG 307 BARC v49 11/03/2017 RMF Engineering 09:51AM


Table 1. Annual Costs

Component


($)

Bldg 307 Proposed

($)

HVAC Components

Electric 118,656 131,971

Natural Gas 0 0

Fuel Oil 0 0

Propane 0 0

Remote HW 252,891 163,186

Remote Steam 41,066 34,944

Remote CW 0 0

HVAC Sub-Total 412,613 330,101

Non-HVAC Components

Electric 381,396 324,065

Natural Gas 0 0

Fuel Oil 0 0

Propane 0 0

Remote HW 0 0

Remote Steam 0 0

Non-HVAC Sub-Total 381,396 324,065

Grand Total 794,008 654,166



Table 2. Annual Energy Consumption

Component [B000] Bldg 307

Baseline Bldg 307

Proposed

HVAC Components

Electric (kWh) 1,144,221 1,272,622

Natural Gas (na) 0 0

Fuel Oil (na) 0 0

Propane (na) 0 0

Remote HW (Therm) 98,401 63,497

Remote Steam (Therm) 15,979 13,597

Remote CW (na) 0 0

Non-HVAC Components

Electric (kWh) 3,677,875 3,125,022


Fuel Oil (na) 0 0

Propane (na) 0 0

Remote HW (Therm) 0 0

Remote Steam (Therm) 0 0

Totals

Electric (kWh) 4,822,096 4,397,644


Fuel Oil (na) 0 0

Propane (na) 0 0

Remote HW (Therm) 98,401 63,497

Remote Steam (Therm) 15,979 13,597

Remote CW (na) 0 0

Table 3. Annual Emissions

Component [B000] Bldg 307

Baseline Bldg 307

Proposed

CO2 Equivalent (lb) 0 0



Table 4. Annual Cost per Unit Floor Area

Component


($/ft²)

Bldg 307 Proposed

($/ft²)

HVAC Components

Electric 2.869 3.191

Natural Gas 0.000 0.000

Fuel Oil 0.000 0.000

Propane 0.000 0.000

Remote HW 6.114 3.945

Remote Steam 0.993 0.845

Remote CW 0.000 0.000


Non-HVAC Components

Electric 9.221 7.835

Natural Gas 0.000 0.000

Fuel Oil 0.000 0.000

Propane 0.000 0.000

Remote HW 0.000 0.000




Gross Floor Area (ft²) 41363.0 41363.0

Conditioned Floor Area (ft²) 41363.0 41363.0

Note: Values in this table are calculated using the Gross Floor Area. Table 5. Component Cost as a Percentage of Total Cost

Component


( % )

Bldg 307 Proposed

( % )

HVAC Components

Electric 14.9 20.2

Natural Gas 0.0 0.0

Fuel Oil 0.0 0.0

Propane 0.0 0.0

Remote HW 31.8 24.9


Remote CW 0.0 0.0


Non-HVAC Components

Electric 48.0 49.5

Natural Gas 0.0 0.0

Fuel Oil 0.0 0.0

Propane 0.0 0.0

Remote HW 0.0 0.0




LEED 2009 EA Credit 1 Summary Report USDA BLDG 307 BARC v49 11/03/2017 RMF Engineering 09:51AM


General Information Simulation Program Name and Version ... Hourly Analysis Program v4.91 Simulation Weather File Name ........................ Baltimore, Maryland (TM2) Building Designations Proposed Building ........................................................ Bldg 307 Proposed Baseline - 0 degrees .......................................... [B000] Bldg 307 Baseline Baseline - 90 degrees ............................................................................. n/a Baseline - 180 degrees ........................................................................... n/a Baseline - 270 degrees ........................................................................... n/a Floor Areas

Proposed Design Baseline

Total Conditioned Floor Area (ft²) 41,363 41,363

Total Floor Area (ft²) 41,363 41,363

Envelope and Glazing Data Above-Grade Wall & Vertical Glazing Areas:

Baseline Design (0° rotation) Proposed Design

Orientation Gross

Above-Grade Wall Area

Vertical Glazing Area Gross

Above-Grade Wall Area

Vertical Glazing Area

(ft²) (ft²) (% WWR) (ft²) (ft²) (% WWR)

North 1,820 420 23.1 1,820 420 23.1

North-Northeast 0 0 0.0 0 0 0.0

Northeast 0 0 0.0 0 0 0.0

East-Northeast 0 0 0.0 0 0 0.0

East 7,740 2,401 31.0 7,740 2,401 31.0

East-Southeast 0 0 0.0 0 0 0.0

Southeast 0 0 0.0 0 0 0.0

South-Southeast 0 0 0.0 0 0 0.0

South 1,060 244 23.0 1,060 244 23.0

South-Southwest 0 0 0.0 0 0 0.0

Southwest 0 0 0.0 0 0 0.0

West-Southwest 0 0 0.0 0 0 0.0

West 5,780 1,901 32.9 5,780 1,901 32.9

West-Northwest 0 0 0.0 0 0 0.0

Northwest 0 0 0.0 0 0 0.0

North-Northwest 0 0 0.0 0 0 0.0

Total 16,400 4,966 30.3 16,400 4,966 30.3

Roof & Skylight Areas:

Baseline Design (0° rotation) Proposed Design

Gross Roof Area Skylight Area Gross Roof Area Skylight Area

(ft²) (ft²) (%) (ft²) (ft²) (%)

0 0 0.0 0 0 0.0

Note: In these tables, roof and skylight surfaces with slope of 60° or more (from horizontal) are treated as walls and vertical glazing, as according to ASHRAE 90.1 Section 3.



Advisory Messages

Message Proposed Building

Baseline Building (0 deg. rotation) Difference

Number of hours heating loads not met 0 11 -11

Number of hours cooling loads not met 59 191 -132

Energy Type Summary

Energy Type Utility Rate Description Units of Energy Units of Demand

Electric Bldg 307 kWh kW

Remote HW Bldg 307 HW Therm MBH

Remote STM Steam rate Therm MBH

Energy Units: Demand Units:

1 kBTU = 1,000 BTU 1 MBH = 1,000 BTU/h

1 kWh = 3.412 kBTU 1 kW = 3.412 MBH

1 Therm = 100.000 kBTU

1 Therm = 100.000 kBTU

Baseline Performance - Performance Rating Method Compliance

End Use Process

Baseline Design

Energy Type

Units of Annual Energy & Peak

Demand

Baseline (0 deg

rotation)

Baseline (90 deg rotation)



Baseline Design

Interior Lighting No Electric Energy kWh 295,300 0 0 0 295,300

Demand kW 44.4 0.0 0.0 0.0 44.4

Space Heating No Remote HW Energy Therm 98,401 0 0 0 98,401

Demand MBH 5,214.5 0.0 0.0 0.0 5,214.5

Space Heating No Remote STM Energy Therm 15,979 0 0 0 15,979

Demand MBH 1,407.6 0.0 0.0 0.0 1,407.6

Space Cooling No Electric Energy kWh 649,533 0 0 0 649,533

Demand kW 477.3 0.0 0.0 0.0 477.3

Pumps No Electric Energy kWh 10,384 0 0 0 10,384

Demand kW 2.6 0.0 0.0 0.0 2.6

Heat Rejection No Electric Energy kWh 0 0 0 0 0

Demand kW 0.0 0.0 0.0 0.0 0.0

Fans - Interior No Electric Energy kWh 484,289 0 0 0 484,289

Demand kW 72.4 0.0 0.0 0.0 72.4

Receptacle Equipment Yes Electric Energy kWh 2,199,969 0 0 0 2,199,969

Demand kW 251.1 0.0 0.0 0.0 251.1

CONSTANT VOLUME FUME HOODS

No Electric Energy kWh 525,600 0 0 0 525,600

Demand kW 60.0 0.0 0.0 0.0 60.0

SUPPLY FAN No Electric Energy kWh 657,000 0 0 0 657,000

Demand kW 75.0 0.0 0.0 0.0 75.0

VAV FUME HOOD(75% OF BASELINE)

No Electric Energy kWh 0 0 0 0 0

Demand kW 0.0 0.0 0.0 0.0 0.0

Baseline Energy Totals Total Annual Energy Use kBTU 27,890,932 0 0 0 27,890,931

Annual Process Energy kBTU 7,506,295

Process Energy Modeling Compliance Y

(1) This form determines compliance using cost calculations from Section 1.9. Process Energy Costs should be modeled to accurately reflect the proposed building. Process Energy must be the same in the baseline and proposed cases, unless an exceptional calculation is used. Process energy



costs must be at least 25% of the total baseline energy costs. Any exceptions must be supported by a narrative and/or other supporting doucmentation. (2) In this project Process Energy is 29% of total baseline energy cost. Baseline Energy Costs

Energy Type Baseline Cost

(0 deg rotation) ($)

Baseline Cost (90 deg rotation)

($)


($)


($)

Baseline Building Performance

($)

Electric 500,049 0 0 0 500,049

Remote HW 252,891 0 0 0 252,891

Remote STM 41,066 0 0 0 41,066

Total Baseline Costs 794,006 0 0 0 794,006

Performance Rating Table - Performance Rating Method Compliance

End Use Process ?

Baseline Building Units

Baseline Building Results

Proposed Design

Energy Type Proposed Design

Units

Proposed Building Results

Percent Savings

Interior Lighting No Energy kWh 295,300 Electric Energy kWh 284,813 4 %

Demand kW 44.4 Demand kW 42.6 4 %

Space Heating No Energy Therm 98,401 Remote HW Energy Therm 63,497 35 %

Demand MBH 5,214.5 Demand MBH 2,004.8 62 %

Space Heating No Energy Therm 15,979 Remote STM Energy Therm 13,597 15 %

Demand MBH 1,407.6 Demand MBH 1,166.0 17 %

Space Cooling No Energy kWh 649,533 Electric Energy kWh 860,413 -32 %


Pumps No Energy kWh 10,384 Electric Energy kWh 6,907 33 %


Heat Rejection No Energy kWh 0 Electric Energy kWh 0 n/a

Demand kW 0.0 Demand kW 0.0 n/a

Fans - Interior No Energy kWh 484,289 Electric Energy kWh 405,318 16 %


Receptacle Equipment Yes Energy kWh 2,199,969 Electric Energy kWh 2,160,305 2 %


CONSTANT VOLUME FUME HOODS

No Energy kWh 525,600 Electric Energy kWh 0 100 %


SUPPLY FAN No Energy kWh 657,000 Electric Energy kWh 377,775 43 %


VAV FUME HOOD(75% OF BASELINE)

No Energy kWh 0 Electric Energy kWh 302,220 n/a

Demand kW 0.0 Demand kW 42.0 n/a

Energy Totals Baseline Total Energy Use

(kBTU) 27,890,931

Proposed Total Energy Use (kBTU)

22,714,456 19 %

Baseline Annual Process

Energy (kBTU) 7,506,295

Proposed Annual Process Energy (kBTU)

7,370,959 2 %



Energy Cost and Consumption by Energy Type - Performance Rating Method Compliance

Proposed Design Baseline Design

Energy Type Energy Use Cost ($) Energy Use Cost ($)

Electric 4,397,750 kWh 456,047 4,822,076 kWh 500,049

Remote HW 63,497 Therm 163,186 98,401 Therm 252,891

Remote STM 13,597 Therm 34,944 15,979 Therm 41,066

Subtotal (Model Outputs) 22,714,456 kBTU 654,177 27,890,931 kBTU 794,006

Energy

Generated

Renewable Energy Cost Savings ($)

Total On Site Renewable Energy

Energy Savings Cost Savings ($)

Exceptional Calculation Totals

Energy Use Cost ($)

Net Proposed Design Total 22,714,456 kBTU 654,177

Percent Savings Energy Use Intensity

Energy Cost Proposed Design

(kBTU/ft²) Baseline Design

(kBTU/ft²)

Summary Data 18.6 % 17.6 % 549.15 674.30

LEED 2009 EA Credit 1 Points Reference Table

New Construction % Cost Savings

Existing Building Renovations

% Cost Savings

LEED 2009 Points Awarded

12% 8% 1 pt

14% 10% 2 pt

16% 12% 3 pts

18% 14% 4 pts

20% 16% 5 pts

22% 18% 6 pts

24% 20% 7 pts

26% 22% 8 pts

28% 24% 9 pts

30% 26% 10 pts

32% 28% 11 pts

34% 30% 12 pts

36% 32% 13 pts

38% 34% 14 pts

40% 36% 15 pts

42% 38% 16 pts

44% 40% 17 pts

46% 42% 18 pts

48% 44% 19 pts

Air System Sizing Summary for [B000] BSMNT Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM


Air System Information Air System Name ............... [B000] BSMNT Spaces Equipment Class .................................. PKG ROOF Air System Type ............................................... VAV

Number of zones ....................................................... 19 Floor Area .......................................................... 3297.0 ft² Location ........................................ Baltimore, Maryland

Sizing Calculation Information

Calculation Months ................................ Jan to Dec Sizing Data ............................................ Calculated

Zone CFM Sizing ................... Peak zone sensible load Space CFM Sizing ........... Individual peak space loads

Central Cooling Coil Sizing Data

Total coil load ................................................... 16.2 Tons Total coil load ................................................. 194.6 MBH Sensible coil load ............................................ 186.5 MBH Coil CFM at Jul 0600 ....................................... 6721 CFM Max block CFM at Jul 2000 ............................. 7585 CFM Sum of peak zone CFM ................................... 7585 CFM Sensible heat ratio .......................................... 0.959 ft²/Ton ............................................................. 203.3 BTU/(hr-ft²) ....................................................... 59.0 Water flow @ 10.0 °F rise .................................. N/A

Load occurs at ................................................. Jul 0600 OA DB / WB .................................................. 74.6 / 69.8 °F Entering DB / WB .......................................... 78.3 / 61.5 °F Leaving DB / WB ........................................... 52.5 / 50.9 °F Coil ADP ................................................................. 49.6 °F Bypass Factor ...................................................... 0.100 Resulting RH ............................................................. 37 % Design supply temp. ............................................... 55.0 °F Zone T-stat Check ............................................ 14 of 19 OK Max zone temperature deviation ............................... 0.1 °F

Preheat Coil Sizing Data

Max coil load ....................................................... 4.5 MBH Coil CFM at Des Htg .......................................... 233 CFM Max coil CFM ................................................... 7585 CFM Water flow @ 20.0 °F drop ................................ 0.45 gpm

Load occurs at .................................................. Des Htg Ent. DB / Lvg DB ........................................... 31.9 / 50.0 °F

Humidifier Sizing Data

Max steam flow at Jan 0600 ........................... 33.21 lb/hr Airflow Rate ..................................................... 6739 CFM

Air mass flow ................................................... 30159.32 lb/hr Moisture gain ...................................................... .00110 lb/lb

Supply Fan Sizing Data

Actual max CFM at Jul 2000 ............................ 7585 CFM Standard CFM ................................................. 7543 CFM Actual max CFM/ft² ........................................... 2.30 CFM/ft²

Fan motor BHP ....................................................... 8.31 BHP Fan motor kW ......................................................... 6.59 kW Fan static ................................................................ 4.00 in wg

Outdoor Ventilation Air Data Design airflow CFM ........................................... 229 CFM CFM/ft² ............................................................. 0.07 CFM/ft²

CFM/person ......................................................... 57.26 CFM/person

Zone Sizing Summary for [B000] BSMNT Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM


Air System Information Air System Name ............... [B000] BSMNT Spaces Equipment Class .................................. PKG ROOF Air System Type ............................................... VAV

Number of zones ....................................................... 19 Floor Area .......................................................... 3297.0 ft² Location ........................................ Baltimore, Maryland




Zone Terminal Sizing Data

Zone Name

Design Supply Airflow (CFM)

Minimum Supply Airflow (CFM)

Zone CFM/ft²

Reheat Coil Load

(MBH)

Reheat Coil

Water gpm

@ 20.0 °F

Zone Htg Unit

Coil Load

(MBH)

Zone Htg Unit Water gpm

@ 20.0 °F

Mixing Box Fan Airflow (CFM)

Zone 1 583 24 2.86 0.0 0.00 0.0 - 0

Zone 2 49 11 0.28 0.0 0.00 0.0 - 0

Zone 3 25 13 0.12 0.0 0.00 0.0 - 0

Zone 4 26 13 0.12 0.0 0.00 0.0 - 0

Zone 5 22 8 0.33 0.0 0.00 0.0 - 0

Zone 6 28 8 0.22 0.0 0.00 0.0 - 0

Zone 7 72 12 0.36 0.0 0.00 0.0 - 0

Zone 8 12 6 0.12 0.0 0.00 0.0 - 0

Zone 9 29 6 0.28 0.0 0.00 0.0 - 0

Zone 10 182 27 0.65 0.0 0.00 0.0 - 0

Zone 11 18 4 0.28 0.0 0.00 0.0 - 0

Zone 12 18 4 0.28 0.0 0.00 0.0 - 0

Zone 13 18 4 0.28 0.0 0.00 0.0 - 0

Zone 14 12 6 0.12 0.0 0.00 0.0 - 0

Zone 15 79 13 0.63 0.0 0.00 0.0 - 0

Zone 16 1190 12 6.61 0.0 0.00 0.0 - 0

Zone 17 1380 24 3.38 0.0 0.00 0.0 - 0

Zone 18 2581 26 6.62 0.0 0.00 0.0 - 0

Zone 19 1262 13 6.47 0.0 0.00 0.0 - 0

Zone Peak Sensible Loads

Zone Zone Zone

Cooling Time of Heating Floor

Sensible Peak Sensible Load Area

Zone Name (MBH) Cooling Load (MBH) (ft²)

Zone 1 12.5 Jul 2000 0.0 204.0

Zone 2 1.0 Jul 2000 0.0 176.0

Zone 3 0.5 Jul 2000 0.0 215.0

Zone 4 0.5 Jul 2000 0.0 218.0

Zone 5 0.5 Jul 2000 0.0 66.0

Zone 6 0.6 Jul 2000 0.0 128.0

Zone 7 1.5 Jul 2000 0.0 198.0

Zone 8 0.3 Jul 2000 0.0 105.0

Zone 9 0.6 Jul 2000 0.0 105.0

Zone 10 3.9 Jul 2000 7.6 281.0

Zone 11 0.4 Jul 2000 0.0 66.0

Zone 12 0.4 Jul 2000 0.0 66.0

Zone 13 0.4 Jul 2000 0.0 66.0

Zone 14 0.3 Jul 2000 0.0 105.0

Zone 15 1.7 Jul 2000 3.3 125.0

Zone 16 25.6 Jul 2000 0.0 180.0

Zone 17 29.6 Jul 2000 1.7 408.0

Zone Sizing Summary for [B000] BSMNT Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM


Zone Zone Zone




Zone 18 55.4 Jul 2000 5.5 390.0

Zone 19 27.1 Jul 2000 1.5 195.0

Space Loads and Airflows

Zone Name / Space Name Mult.

Cooling Sensible

(MBH)

Time of Peak

Sensible Load

Air Flow (CFM)

Heating Load

(MBH)

Floor Area (ft²)

Space CFM/ft²

Zone 1

[B000] BL Common Laundry 1 12.5 Jul 2000 583 0.0 204.0 2.86

Zone 2

[B000] BL Con/Gen 020 1 1.0 Jul 2000 49 0.0 176.0 0.28

Zone 3

[B000] BL Con/Gen Stor A 1 0.5 Jul 2000 25 0.0 215.0 0.12

Zone 4

[B000] BL Con/Stor EMFSL 1 0.5 Jul 2000 26 0.0 218.0 0.12

Zone 5

[B000] BL Dark Rm 040 1 0.5 Jul 2000 22 0.0 66.0 0.33

Zone 6

[B000] BL Elev lobby 006 1 0.6 Jul 2000 28 0.0 128.0 0.22

Zone 7

[B000] BL Field Eq 016 1 1.5 Jul 2000 72 0.0 198.0 0.36

Zone 8

[B000] BL File/Stor EMFS 1 0.3 Jul 2000 12 0.0 105.0 0.12

Zone 9

[B000] BL Fill Stor ABBL 1 0.6 Jul 2000 29 0.0 105.0 0.28

Zone 10

[B000] BL Mens 003 1 2.5 Jul 2000 115 5.3 161.0 0.72

[B000] BL Wellness 004 1 1.4 Jul 2000 66 2.3 120.0 0.55

Zone 11

[B000] BL Supp/Stor 012 1 0.4 Jul 2000 18 0.0 66.0 0.28

Zone 12

[B000] BL Supp/Stor 018 1 0.4 Jul 2000 18 0.0 66.0 0.28

Zone 13

[B000] BL Supp/Stor 019 1 0.4 Jul 2000 18 0.0 66.0 0.28

Zone 14

[B000] BL Supp/Stor ABBL 1 0.3 Jul 2000 12 0.0 105.0 0.12

Zone 15

[B000] BL Womens 002 1 1.7 Jul 2000 79 3.3 125.0 0.63

Zone 16

[B000] BL ABBL Auto 026 1 25.6 Jul 2000 1190 0.0 180.0 6.61

Zone 17

[B000] BL ABBL Freezer R 1 29.6 Jul 2000 1380 1.7 408.0 3.38

Zone 18

[B000] BL Common Freezer 1 55.4 Jul 2000 2581 5.5 390.0 6.62

Zone 19

[B000] BL Freezer EMFSL 1 27.1 Jul 2000 1262 1.5 195.0 6.47

Ventilation Sizing Summary for [B000] BSMNT Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM


1. Summary Ventilation Sizing Method ................................ Sum of Space OA Airflows Design Ventilation Airflow Rate .............................................................. 229 CFM

2. Space Ventilation Analysis Table

Floor Maximum Required Required Required Required Uncorrected

Area Maximum Supply Air Outdoor Air Outdoor Air Outdoor Air Outdoor Air Outdoor Air

Zone Name / Space Name Mult. (ft²) Occupants (CFM) (CFM/person) (CFM/ft²) (CFM) (% of supply) (CFM)

Zone 1

[B000] BL Common Laundry 1 204.0 0.0 582.6 5.00 0.12 0.0 0.0 24.5

Zone 2

[B000] BL Con/Gen 020 1 176.0 0.0 48.6 0.00 0.06 0.0 0.0 10.6

Zone 3

[B000] BL Con/Gen Stor A 1 215.0 0.0 25.2 0.00 0.06 0.0 0.0 12.9

Zone 4

[B000] BL Con/Stor EMFSL 1 218.0 0.0 25.6 0.00 0.06 0.0 0.0 13.1

Zone 5

[B000] BL Dark Rm 040 1 66.0 0.0 22.1 5.00 0.12 0.0 0.0 7.9

Zone 6

[B000] BL Elev lobby 006 1 128.0 0.0 28.0 5.00 0.06 0.0 0.0 7.7

Zone 7

[B000] BL Field Eq 016 1 198.0 0.0 71.9 0.00 0.06 0.0 0.0 11.9

Zone 8

[B000] BL File/Stor EMFS 1 105.0 0.0 12.3 0.00 0.06 0.0 0.0 6.3

Zone 9

[B000] BL Fill Stor ABBL 1 105.0 0.0 29.0 0.00 0.06 0.0 0.0 6.3

Zone 10

[B000] BL Mens 003 1 161.0 1.0 115.2 5.00 0.06 0.0 0.0 14.7

[B000] BL Wellness 004 1 120.0 1.0 66.5 5.00 0.06 0.0 0.0 12.2

Zone 11

[B000] BL Supp/Stor 012 1 66.0 0.0 18.2 0.00 0.06 0.0 0.0 4.0

Zone 12

[B000] BL Supp/Stor 018 1 66.0 0.0 18.2 0.00 0.06 0.0 0.0 4.0

Zone 13

[B000] BL Supp/Stor 019 1 66.0 0.0 18.2 0.00 0.06 0.0 0.0 4.0

Zone 14

[B000] BL Supp/Stor ABBL 1 105.0 0.0 12.3 0.00 0.06 0.0 0.0 6.3

Zone 15

[B000] BL Womens 002 1 125.0 1.0 79.0 5.00 0.06 0.0 0.0 12.5

Zone 16

[B000] BL ABBL Auto 026 1 180.0 1.0 1190.0 0.00 0.06 0.0 0.0 10.8

Zone 17

[B000] BL ABBL Freezer R 1 408.0 0.0 1379.5 0.00 0.06 0.0 0.0 24.5

Ventilation Sizing Summary for [B000] BSMNT Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM


Zone 18

[B000] BL Common Freezer 1 390.0 0.0 2580.9 0.00 0.06 0.0 0.0 23.4

Zone 19

[B000] BL Freezer EMFSL 1 195.0 0.0 1261.9 0.00 0.06 0.0 0.0 11.7

Totals (incl. Space Multipliers) 7585.4 229.0

Air System Design Load Summary for [B000] BSMNT Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM


DESIGN COOLING DESIGN HEATING

COOLING DATA AT Jul 0600 HEATING DATA AT DES HTG

COOLING OA DB / WB 74.6 °F / 69.8 °F HEATING OA DB / WB 11.0 °F / 8.6 °F

Sensible Latent Sensible Latent

ZONE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/hr)

Window & Skylight Solar Loads 0 ft² 0 - 0 ft² - -

Wall Transmission 580 ft² 3991 - 580 ft² 14762 -

Roof Transmission 0 ft² 0 - 0 ft² 0 -

Window Transmission 0 ft² 0 - 0 ft² 0 -

Skylight Transmission 0 ft² 0 - 0 ft² 0 -

Door Loads 0 ft² 0 - 0 ft² 0 -

Floor Transmission 3279 ft² 0 - 3279 ft² 4850 -

Partitions 0 ft² 0 - 0 ft² 0 -

Ceiling 0 ft² 0 - 0 ft² 0 -

Overhead Lighting 2712 W 7135 - 0 0 -

Task Lighting 0 W 0 - 0 0 -

Electric Equipment 39503 W 134783 - 0 0 -

People 4 657 480 0 0 0

Infiltration - 0 0 - 0 0

Miscellaneous - 12000 0 - 0 0

Safety Factor 0% / 0% 0 0 0% 0 0

>> Total Zone Loads - 158567 480 - 19612 0

Zone Conditioning - 169279 480 - -288 0

Plenum Wall Load 0% 0 - 0 0 -

Plenum Roof Load 0% 0 - 0 0 -

Plenum Lighting Load 0% 0 - 0 0 -

Return Fan Load 6721 CFM 0 - 233 CFM 0 -

Ventilation Load 229 CFM -953 7596 229 CFM 5040 1895

Supply Fan Load 6721 CFM 18197 - 233 CFM -208 -

Space Fan Coil Fans - 0 - - 0 -

Duct Heat Gain / Loss 0% 0 - 0% 0 -

>> Total System Loads - 186524 8076 - 4544 1895

Central Cooling Coil - 186524 8076 - 0 0

Preheat Coil - 0 - - 4544 -

Humidification Load - - 0 - - 1895

>> Total Conditioning - 186524 8076 - 4544 1895

Key: Positive values are clg loads Positive values are htg loads

Negative values are htg loads Negative values are clg loads

Air System Sizing Summary for [B000] Level 1 Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM


Air System Information Air System Name ................ [B000] Level 1 Spaces Equipment Class .................................. PKG ROOF Air System Type ............................................... VAV

Number of zones ....................................................... 26 Floor Area ......................................................... 10048.0 ft² Location ........................................ Baltimore, Maryland





Total coil load ................................................... 93.7 Tons Total coil load ............................................... 1124.0 MBH Sensible coil load ............................................ 656.7 MBH Coil CFM at Jul 1500 ..................................... 15781 CFM Max block CFM at Jul 1600 ........................... 15781 CFM Sum of peak zone CFM ................................. 18514 CFM Sensible heat ratio .......................................... 0.584 ft²/Ton ............................................................. 107.3 BTU/(hr-ft²) ..................................................... 111.9 Water flow @ 10.0 °F rise .................................. N/A



Max coil load ................................................... 661.0 MBH Coil CFM at Des Htg ...................................... 15781 CFM Max coil CFM ................................................. 15781 CFM Water flow @ 20.0 °F drop .............................. 66.14 gpm



Max steam flow at Des Htg ........................... 113.62 lb/hr Airflow Rate ................................................... 15781 CFM

Air mass flow ................................................... 70620.41 lb/hr Moisture gain ...................................................... .00161 lb/lb


Actual max CFM at Jul 1600 .......................... 15781 CFM Standard CFM ............................................... 15693 CFM Actual max CFM/ft² ........................................... 1.57 CFM/ft²

Fan motor BHP ..................................................... 17.29 BHP Fan motor kW ....................................................... 13.71 kW Fan static ................................................................ 4.00 in wg

Outdoor Ventilation Air Data Design airflow CFM ....................................... 15781 CFM CFM/ft² ............................................................. 1.57 CFM/ft²

CFM/person ....................................................... 179.33 CFM/person

Zone Sizing Summary for [B000] Level 1 Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM








Zone Name



Zone CFM/ft²

Reheat Coil Load

(MBH)

Reheat Coil

Water gpm

@ 20.0 °F

Zone Htg Unit

Coil Load

(MBH)


@ 20.0 °F


Zone 1 588 103 1.57 0.0 0.00 0.0 - 0

Zone 2 588 103 1.57 0.0 0.00 0.0 - 0

Zone 3 324 38 1.11 0.0 0.00 0.0 - 0

Zone 4 232 23 1.08 0.0 0.00 0.0 - 0

Zone 5 232 23 1.08 0.0 0.00 0.0 - 0

Zone 6 87 51 0.10 0.0 0.00 0.0 - 0

Zone 7 92 53 0.10 0.0 0.00 0.0 - 0

Zone 8 1523 1523 4.53 0.0 0.00 0.0 - 0

Zone 9 112 112 0.57 0.0 0.00 0.0 - 0

Zone 10 93 54 0.10 0.0 0.00 0.0 - 0

Zone 11 91 14 0.39 0.0 0.00 0.0 - 0

Zone 12 657 657 3.42 0.0 0.00 0.0 - 0

Zone 13 1832 1832 4.58 0.0 0.00 0.0 - 0

Zone 14 1611 1611 4.03 0.0 0.00 0.0 - 0

Zone 15 2083 2083 4.13 0.0 0.00 0.0 - 0

Zone 16 2083 2083 4.13 0.0 0.00 0.0 - 0

Zone 17 2083 2083 4.13 0.0 0.00 0.0 - 0

Zone 18 199 199 0.80 0.0 0.00 0.0 - 0

Zone 19 579 579 2.46 0.0 0.00 0.0 - 0

Zone 20 311 311 0.78 0.0 0.00 0.0 - 0

Zone 21 1062 1062 2.98 0.0 0.00 0.0 - 0

Zone 22 311 311 0.78 0.0 0.00 0.0 - 0

Zone 23 626 39 1.55 0.0 0.00 0.0 - 0

Zone 24 307 26 1.14 0.0 0.00 0.0 - 0

Zone 25 152 152 0.95 0.0 0.00 0.0 - 0

Zone 26 657 657 3.42 0.0 0.00 0.0 - 0


Zone Zone Zone




Zone 1 12.6 Jul 1700 4.6 375.0

Zone 2 12.6 Jul 1700 4.6 375.0

Zone 3 7.0 Jul 1700 4.4 292.0

Zone 4 5.0 Jul 1700 3.7 215.0

Zone 5 5.0 Jul 1700 3.7 215.0

Zone 6 1.9 Jul 2000 0.0 845.0

Zone 7 2.0 Jul 2000 0.0 890.0

Zone 8 16.4 Jul 1700 5.6 336.0

Zone 9 1.2 Jul 2000 0.0 196.0

Zone 10 2.0 Jul 2000 0.0 900.0



Zone Zone Zone




Zone 11 2.0 Jul 2000 3.4 236.0

Zone 12 7.1 Aug 1400 7.6 192.0

Zone 13 19.7 Jul 1500 11.1 400.0

Zone 14 17.3 Jul 1000 4.8 400.0

Zone 15 22.4 Jul 0900 6.2 504.0

Zone 16 22.4 Jul 0900 6.2 504.0

Zone 17 22.4 Jul 0900 6.2 504.0

Zone 18 2.1 Jul 2000 0.0 250.0

Zone 19 6.2 Jul 1000 5.1 235.0

Zone 20 3.3 Jul 2000 0.0 400.0

Zone 21 11.4 Jul 0900 9.1 357.0

Zone 22 3.3 Jul 2000 0.0 400.0

Zone 23 13.4 Jul 0900 10.8 405.0

Zone 24 6.6 Jul 1400 5.7 270.0

Zone 25 1.6 Jul 2000 0.0 160.0

Zone 26 7.1 Aug 1400 7.6 192.0



Cooling Sensible

(MBH)

Time of Peak

Sensible Load

Air Flow (CFM)

Heating Load

(MBH)

Floor Area (ft²)

Space CFM/ft²

Zone 1

[B000] L1 Conference 129 1 12.6 Jul 1700 588 4.6 375.0 1.57

Zone 2

[B000] L1 Conference (1) 1 12.6 Jul 1700 588 4.6 375.0 1.57

Zone 3

[B000] L1 Break RM 130 1 7.0 Jul 1700 324 4.4 292.0 1.11

Zone 4

[B000] L1 Mens 102 1 5.0 Jul 1700 232 3.7 215.0 1.08

Zone 5

[B000] L1 Womens 103 1 5.0 Jul 1700 232 3.7 215.0 1.08

Zone 6

[B000] L1 Corridor 100C 1 1.9 Jul 2000 87 0.0 845.0 0.10

Zone 7

[B000] L1 Main Corr 100 1 2.0 Jul 2000 92 0.0 890.0 0.10

Zone 8

[B000] L1 Sample Prep 13 1 16.4 Jul 1700 1523 5.6 336.0 4.53

Zone 9

[B000] L1 Media Prep 133 1 1.2 Jul 2000 112 0.0 196.0 0.57

Zone 10

[B000] L1 Corridor 100A 1 2.0 Jul 2000 93 0.0 900.0 0.10

Zone 11

[B000] L1 Serv Entrance 1 2.0 Jul 2000 91 3.4 236.0 0.39

Zone 12

[B000] L1 Office 127 1 7.1 Aug 1400 657 7.6 192.0 3.42

Zone 13

[B000] L1 EMFSL 109 1 19.7 Jul 1500 1832 11.1 400.0 4.58

Zone 14

[B000] L1 EMFSL 108 1 17.3 Jul 1000 1611 4.8 400.0 4.03

Zone 15

[B000] L1 EMFSL 110 1 22.4 Jul 0900 2083 6.2 504.0 4.13

Zone 16

[B000] L1 EMFSL 111 1 22.4 Jul 0900 2083 6.2 504.0 4.13




Cooling Sensible

(MBH)

Time of Peak

Sensible Load

Air Flow (CFM)

Heating Load

(MBH)

Floor Area (ft²)

Space CFM/ft²

Zone 17

[B000] L1 EMFSL 112 1 22.4 Jul 0900 2083 6.2 504.0 4.13

Zone 18

[B000] L1 Tran. Supp Sta 1 2.1 Jul 2000 199 0.0 250.0 0.80

Zone 19

[B000] L1 Perm. Supp Sta 1 6.2 Jul 1000 579 5.1 235.0 2.46

Zone 20

[B000] L1 Tran. Supp (1) 1 3.3 Jul 2000 311 0.0 400.0 0.78

Zone 21

[B000] L1 Perm. Supp (1) 1 11.4 Jul 0900 1062 9.1 357.0 2.98

Zone 22

[B000] L1 Tran. Supp (2) 1 3.3 Jul 2000 311 0.0 400.0 0.78

Zone 23

[B000] L1 Office 124 1 5.1 Jul 0900 237 4.0 135.0 1.76

[B000] L1 Office 123 1 5.1 Jul 0900 237 4.0 135.0 1.76

[B000] L1 Office 122 1 3.3 Jul 1400 153 2.8 135.0 1.14

Zone 24

[B000] L1 Office 126 1 3.3 Jul 1400 153 2.8 135.0 1.14

[B000] L1 office 125 1 3.3 Jul 1400 153 2.8 135.0 1.14

Zone 25

[B000] L1 PSA 120 1 0.8 Jul 2000 76 0.0 80.0 0.95

[B000] L1 PSA 119 1 0.8 Jul 2000 76 0.0 80.0 0.95

Zone 26

[B000] L1 Office 127 1 7.1 Aug 1400 657 7.6 192.0 3.42

Ventilation Sizing Summary for [B000] Level 1 Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM


1. Summary Ventilation Sizing Method ................................ Sum of Space OA Airflows Design Ventilation Airflow Rate .......................................................... 15781 CFM





Zone 1

[B000] L1 Conference 129 1 375.0 16.0 587.6 5.00 0.06 0.0 0.0 102.5

Zone 2

[B000] L1 Conference (1) 1 375.0 16.0 587.6 5.00 0.06 0.0 0.0 102.5

Zone 3

[B000] L1 Break RM 130 1 292.0 4.0 324.2 5.00 0.06 0.0 0.0 37.5

Zone 4

[B000] L1 Mens 102 1 215.0 2.0 232.0 5.00 0.06 0.0 0.0 22.9

Zone 5

[B000] L1 Womens 103 1 215.0 2.0 232.0 5.00 0.06 0.0 0.0 22.9

Zone 6

[B000] L1 Corridor 100C 1 845.0 0.0 87.0 0.00 0.06 0.0 0.0 50.7

Zone 7

[B000] L1 Main Corr 100 1 890.0 0.0 91.6 5.00 0.06 0.0 0.0 53.4

Zone 8

[B000] L1 Sample Prep 13 1 336.0 1.0 1523.1 0.00 0.00 0.0 200.0 3046.2

Zone 9

[B000] L1 Media Prep 133 1 196.0 1.0 111.7 0.00 0.00 0.0 200.0 223.5

Zone 10

[B000] L1 Corridor 100A 1 900.0 0.0 92.7 0.00 0.06 0.0 0.0 54.0

Zone 11

[B000] L1 Serv Entrance 1 236.0 0.0 90.9 5.00 0.06 0.0 0.0 14.2

Zone 12

[B000] L1 Office 127 1 192.0 1.0 657.0 0.00 0.00 0.0 200.0 1313.9

Zone 13

[B000] L1 EMFSL 109 1 400.0 3.0 1831.7 0.00 0.00 0.0 200.0 3663.4

Zone 14

[B000] L1 EMFSL 108 1 400.0 3.0 1610.6 0.00 0.00 0.0 200.0 3221.2

Zone 15

[B000] L1 EMFSL 110 1 504.0 3.0 2083.0 0.00 0.00 0.0 200.0 4166.0

Zone 16

[B000] L1 EMFSL 111 1 504.0 3.0 2083.0 0.00 0.00 0.0 200.0 4166.0

Zone 17

[B000] L1 EMFSL 112 1 504.0 3.0 2083.0 0.00 0.00 0.0 200.0 4166.0

Zone 18



[B000] L1 Tran. Supp Sta 1 250.0 4.0 199.4 0.00 0.00 0.0 200.0 398.8

Zone 19

[B000] L1 Perm. Supp Sta 1 235.0 2.0 579.2 0.00 0.00 0.0 200.0 1158.4

Zone 20

[B000] L1 Tran. Supp (1) 1 400.0 6.0 310.9 0.00 0.00 0.0 200.0 621.8

Zone 21

[B000] L1 Perm. Supp (1) 1 357.0 4.0 1062.4 0.00 0.00 0.0 200.0 2124.8

Zone 22

[B000] L1 Tran. Supp (2) 1 400.0 6.0 310.9 0.00 0.00 0.0 200.0 621.8

Zone 23

[B000] L1 Office 124 1 135.0 1.0 237.5 5.00 0.06 0.0 0.0 13.1

[B000] L1 Office 123 1 135.0 1.0 237.5 5.00 0.06 0.0 0.0 13.1

[B000] L1 Office 122 1 135.0 1.0 153.5 5.00 0.06 0.0 0.0 13.1

Zone 24

[B000] L1 Office 126 1 135.0 1.0 153.5 5.00 0.06 0.0 0.0 13.1

[B000] L1 office 125 1 135.0 1.0 153.5 5.00 0.06 0.0 0.0 13.1

Zone 25

[B000] L1 PSA 120 1 80.0 1.0 76.1 0.00 0.00 0.0 200.0 152.2

[B000] L1 PSA 119 1 80.0 1.0 76.1 0.00 0.00 0.0 200.0 152.2

Zone 26

[B000] L1 Office 127 1 192.0 1.0 657.0 0.00 0.00 0.0 200.0 1313.9


Air System Design Load Summary for [B000] Level 1 Spaces Project Name: USDA BLDG 307 BARC v49 11/03/2017 Prepared by: RMF Engineering 09:56AM












Door Loads 46 ft² 510 - 46 ft² 1012 -







People 88 18218 18040 0 0 0



Safety Factor 0% / 0% 0 0 0% 0 0

>> Total Zone Loads - 223189 18040 - 110430 0

Zone Conditioning - 255632 18040 - 40885 0





Ventilation Load 15781 CFM 386270 449290 15781 CFM 666917 119844






Preheat Coil - 0 - - 661007 -













Total coil load ................................................. 194.2 Tons Total coil load ............................................... 2329.9 MBH Sensible coil load .......................................... 1341.4 MBH Coil CFM at Jul 1500 ..................................... 30642 CFM Max block CFM at Jul 1600 ........................... 30642 CFM Sum of peak zone CFM ................................. 33329 CFM Sensible heat ratio .......................................... 0.576 ft²/Ton ............................................................... 64.6 BTU/(hr-ft²) ..................................................... 185.7 Water flow @ 10.0 °F rise .................................. N/A



Max coil load ................................................. 1283.5 MBH Coil CFM at Des Htg ...................................... 30642 CFM Max coil CFM ................................................. 30642 CFM Water flow @ 20.0 °F drop ............................ 128.42 gpm




Air mass flow ................................................. 137123.20 lb/hr Moisture gain ...................................................... .00364 lb/lb














Zone Name



Zone CFM/ft²

Reheat Coil Load

(MBH)

Reheat Coil

Water gpm

@ 20.0 °F

Zone Htg Unit

Coil Load

(MBH)


@ 20.0 °F


Zone 1 834 834 2.08 18.0 1.80 0.0 - 0

Zone 2 1203 1203 1.33 24.4 2.44 0.0 - 0

Zone 3 392 27 1.37 7.1 0.71 0.0 - 0

Zone 4 310 28 1.03 5.8 0.58 0.0 - 0

Zone 5 282 23 1.31 4.5 0.45 0.0 - 0

Zone 6 263 15 3.29 4.2 0.42 0.0 - 0

Zone 7 447 159 0.17 9.9 0.99 0.0 - 0

Zone 8 282 23 1.31 4.5 0.45 0.0 - 0

Zone 9 490 490 3.14 7.9 0.79 0.0 - 0

Zone 10 1917 1917 4.14 35.9 3.59 0.0 - 0

Zone 11 2329 2329 5.03 44.9 4.49 0.0 - 0

Zone 12 416 15 2.52 6.3 0.63 0.0 - 0

Zone 13 292 15 1.83 4.2 0.42 0.0 - 0

Zone 14 322 15 2.01 6.5 0.65 0.0 - 0

Zone 15 1899 1899 3.45 36.0 3.60 0.0 - 0

Zone 16 2775 2775 4.14 53.8 5.38 0.0 - 0

Zone 17 2063 2063 3.75 38.5 3.85 0.0 - 0

Zone 18 797 797 5.69 16.7 1.67 0.0 - 0

Zone 19 490 490 3.14 7.9 0.79 0.0 - 0

Zone 20 751 751 6.05 15.9 1.59 0.0 - 0

Zone 21 578 578 2.28 13.1 1.31 0.0 - 0

Zone 22 847 847 3.16 13.6 1.36 0.0 - 0

Zone 23 1375 1375 5.41 29.5 2.95 0.0 - 0

Zone 24 847 847 3.16 13.6 1.36 0.0 - 0

Zone 25 548 548 4.42 11.2 1.12 0.0 - 0

Zone 26 548 548 4.42 11.2 1.12 0.0 - 0

Zone 27 2514 2514 4.57 52.6 5.26 0.0 - 0

Zone 28 1928 1928 3.83 36.3 3.64 0.0 - 0

Zone 29 3004 3004 4.01 57.4 5.74 0.0 - 0

Zone 30 736 736 6.13 15.5 1.55 0.0 - 0

Zone 31 820 820 3.08 13.2 1.32 0.0 - 0

Zone 32 466 466 3.58 8.9 0.89 0.0 - 0

Zone 33 566 566 4.35 11.5 1.15 0.0 - 0


Zone Zone Zone




Zone 1 9.0 Jul 1700 4.6 401.0

Zone 2 12.9 Jul 1700 5.0 902.0

Zone 3 8.4 Jul 0900 6.7 285.0



Zone Zone Zone




Zone 4 6.7 Jul 1400 5.4 300.0

Zone 5 6.0 Jul 1700 4.1 215.0

Zone 6 5.7 Jul 1700 4.0 80.0

Zone 7 9.6 Sep 1400 7.3 2648.0

Zone 8 6.0 Jul 1700 4.1 215.0

Zone 9 5.3 Jul 2000 0.0 156.0

Zone 10 20.6 Jul 1700 5.0 463.0

Zone 11 25.0 Jul 1700 7.3 463.0

Zone 12 8.9 Jul 1700 6.0 165.0

Zone 13 6.3 Jul 1700 4.0 160.0

Zone 14 6.9 Jul 1700 6.3 160.0

Zone 15 20.4 Jul 2000 5.4 550.0

Zone 16 29.8 Jul 0900 9.1 670.0

Zone 17 22.2 Jul 1400 5.3 550.0

Zone 18 8.6 Jul 0900 3.8 140.0

Zone 19 5.3 Jul 2000 0.0 156.0

Zone 20 8.1 Jul 0900 3.8 124.0

Zone 21 6.2 Jul 0900 3.8 254.0

Zone 22 9.1 Jul 2000 0.0 268.0

Zone 23 14.8 Jul 0900 7.3 254.0

Zone 24 9.1 Jul 2000 0.0 268.0

Zone 25 5.9 Jul 1400 2.3 124.0

Zone 26 5.9 Jul 1400 2.3 124.0

Zone 27 27.0 Aug 1400 12.1 550.0

Zone 28 20.7 Jul 1400 5.3 504.0

Zone 29 32.3 Jul 0900 9.0 750.0

Zone 30 7.9 Jul 0900 3.7 120.0

Zone 31 8.8 Jul 2000 0.0 266.0

Zone 32 5.0 Jul 1700 1.4 130.0

Zone 33 6.1 Jul 1400 2.4 130.0



Cooling Sensible

(MBH)

Time of Peak

Sensible Load

Air Flow (CFM)

Heating Load

(MBH)

Floor Area (ft²)

Space CFM/ft²

Zone 1

[B000] L2 Perm. Supp Sta 1 9.0 Jul 1700 834 4.6 401.0 2.08

Zone 2

[B000] L2 Trans. Supp St 1 12.9 Jul 1700 1203 5.0 902.0 1.33

Zone 3

[B000] L2 OFFICE 229 1 5.2 Jul 0900 240 4.0 145.0 1.66

[B000] L2 Office 230 1 3.3 Jul 1400 152 2.7 140.0 1.09

Zone 4

[B000] L2 Office 231 1 3.3 Jul 1400 152 2.7 140.0 1.09

[B000] L2 Office 232 1 3.4 Jul 1400 158 2.7 160.0 0.99

Zone 5

[B000] L2 Mens 202 1 6.0 Jul 1700 282 4.1 215.0 1.31

Zone 6

[B000] L2 Coffee Station 1 5.7 Jul 1700 263 4.0 80.0 3.29

Zone 7

[B000] L2 Corridor 200 1 9.6 Sep 1400 447 7.3 2648.0 0.17

Zone 8

[B000] L2 Womens Restroo 1 6.0 Jul 1700 282 4.1 215.0 1.31




Cooling Sensible

(MBH)

Time of Peak

Sensible Load

Air Flow (CFM)

Heating Load

(MBH)

Floor Area (ft²)

Space CFM/ft²

Zone 9

[B000] L2 Floor Micro LA 1 5.3 Jul 2000 490 0.0 156.0 3.14

Zone 10

[B000] L2 ABBL 10 235 1 20.6 Jul 1700 1917 5.0 463.0 4.14

Zone 11

[B000] L2 ABBL 11 236 1 25.0 Jul 1700 2329 7.3 463.0 5.03

Zone 12

[B000] L2 Office 239 1 8.9 Jul 1700 416 6.0 165.0 2.52

Zone 13

[B000] L2 Office 240 1 6.3 Jul 1700 292 4.0 160.0 1.83

Zone 14

[B000] L2 Office 241 1 6.9 Jul 1700 322 6.3 160.0 2.01

Zone 15

[B000] L2 Mass Spec LAB 1 20.4 Jul 2000 1899 5.4 550.0 3.45

Zone 16

[B000] L2 EMFSL 6 225 1 29.8 Jul 0900 2775 9.1 670.0 4.14

Zone 17

[B000] L2 ABBL 12 211 1 22.2 Jul 1400 2063 5.3 550.0 3.75

Zone 18

[B000] L2 DNA Prep 212 1 8.6 Jul 0900 797 3.8 140.0 5.69

Zone 19

[B000] L2 Computation 1 5.3 Jul 2000 490 0.0 156.0 3.14

Zone 20

[B000] L2 Culture RM 213 1 8.1 Jul 0900 751 3.8 124.0 6.05

Zone 21

[B000] L2 Tech Office 21 1 6.2 Jul 0900 578 3.8 254.0 2.28

Zone 22

[B000] L2 Instrument Lab 1 9.1 Jul 2000 847 0.0 268.0 3.16

Zone 23

[B000] L2 Instrument (1) 1 14.8 Jul 0900 1375 7.3 254.0 5.41

Zone 24

[B000] L2 Cell Culture P 1 9.1 Jul 2000 847 0.0 268.0 3.16

Zone 25

[B000] L2 Culture RM 219 1 5.9 Jul 1400 548 2.3 124.0 4.42

Zone 26

[B000] L2 Culture RM 218 1 5.9 Jul 1400 548 2.3 124.0 4.42

Zone 27

[B000] L2 EMFSL 5 226 1 27.0 Aug 1400 2514 12.1 550.0 4.57

Zone 28

[B000] L2 EMFSL 8 221 1 20.7 Jul 1400 1928 5.3 504.0 3.83

Zone 29

[B000] L2 EMFSL 7 222 1 32.3 Jul 0900 3004 9.0 750.0 4.01

Zone 30

[B000] L2 Fecal RM 223 1 7.9 Jul 0900 736 3.7 120.0 6.13

Zone 31

[B000] L2 Fecal RM 224 1 8.8 Jul 2000 820 0.0 266.0 3.08

Zone 32

[B000] L2 Mass Spec 208 1 5.0 Jul 1700 466 1.4 130.0 3.58

Zone 33

[B000] L2 Mass Spec209 1 6.1 Jul 1400 566 2.4 130.0 4.35








Zone 1

[B000] L2 Perm. Supp Sta 1 401.0 5.0 834.1 0.00 0.00 0.0 200.0 1668.3

Zone 2

[B000] L2 Trans. Supp St 1 902.0 7.0 1203.0 0.00 0.00 0.0 200.0 2406.0

Zone 3

[B000] L2 OFFICE 229 1 145.0 1.0 240.5 5.00 0.06 0.0 0.0 13.7

[B000] L2 Office 230 1 140.0 1.0 152.1 5.00 0.06 0.0 0.0 13.4

Zone 4

[B000] L2 Office 231 1 140.0 1.0 152.1 5.00 0.06 0.0 0.0 13.4

[B000] L2 Office 232 1 160.0 1.0 158.3 5.00 0.06 0.0 0.0 14.6

Zone 5

[B000] L2 Mens 202 1 215.0 2.0 281.6 5.00 0.06 0.0 0.0 22.9

Zone 6

[B000] L2 Coffee Station 1 80.0 2.0 263.2 5.00 0.06 0.0 0.0 14.8

Zone 7

[B000] L2 Corridor 200 1 2648.0 0.0 447.4 0.00 0.06 0.0 0.0 158.9

Zone 8

[B000] L2 Womens Restroo 1 215.0 2.0 281.6 5.00 0.06 0.0 0.0 22.9

Zone 9

[B000] L2 Floor Micro LA 1 156.0 1.0 489.6 0.00 0.00 0.0 200.0 979.1

Zone 10

[B000] L2 ABBL 10 235 1 463.0 3.0 1916.8 0.00 0.00 0.0 200.0 3833.7

Zone 11

[B000] L2 ABBL 11 236 1 463.0 3.0 2329.2 0.00 0.00 0.0 200.0 4658.4

Zone 12

[B000] L2 Office 239 1 165.0 1.0 416.0 5.00 0.06 0.0 0.0 14.9

Zone 13

[B000] L2 Office 240 1 160.0 1.0 292.3 5.00 0.06 0.0 0.0 14.6

Zone 14

[B000] L2 Office 241 1 160.0 1.0 321.6 5.00 0.06 0.0 0.0 14.6

Zone 15

[B000] L2 Mass Spec LAB 1 550.0 3.0 1899.4 0.00 0.00 0.0 200.0 3798.8

Zone 16

[B000] L2 EMFSL 6 225 1 670.0 3.0 2775.2 0.00 0.00 0.0 200.0 5550.4

Zone 17



[B000] L2 ABBL 12 211 1 550.0 3.0 2062.8 0.00 0.00 0.0 200.0 4125.5

Zone 18

[B000] L2 DNA Prep 212 1 140.0 1.0 797.0 0.00 0.00 0.0 200.0 1594.0

Zone 19

[B000] L2 Computation 1 156.0 1.0 489.6 0.00 0.00 0.0 200.0 979.1

Zone 20

[B000] L2 Culture RM 213 1 124.0 1.0 750.5 0.00 0.00 0.0 200.0 1501.1

Zone 21

[B000] L2 Tech Office 21 1 254.0 3.0 578.4 0.00 0.00 0.0 200.0 1156.8

Zone 22

[B000] L2 Instrument Lab 1 268.0 2.0 846.8 0.00 0.00 0.0 200.0 1693.5

Zone 23

[B000] L2 Instrument (1) 1 254.0 2.0 1375.0 0.00 0.00 0.0 200.0 2749.9

Zone 24

[B000] L2 Cell Culture P 1 268.0 2.0 846.8 0.00 0.00 0.0 200.0 1693.5

Zone 25

[B000] L2 Culture RM 219 1 124.0 1.0 547.7 0.00 0.00 0.0 200.0 1095.4

Zone 26

[B000] L2 Culture RM 218 1 124.0 1.0 547.7 0.00 0.00 0.0 200.0 1095.4

Zone 27

[B000] L2 EMFSL 5 226 1 550.0 3.0 2514.0 0.00 0.00 0.0 200.0 5028.0

Zone 28

[B000] L2 EMFSL 8 221 1 504.0 3.0 1928.1 0.00 0.00 0.0 200.0 3856.2

Zone 29

[B000] L2 EMFSL 7 222 1 750.0 3.0 3004.3 0.00 0.00 0.0 200.0 6008.7

Zone 30

[B000] L2 Fecal RM 223 1 120.0 1.0 735.8 0.00 0.00 0.0 200.0 1471.5

Zone 31

[B000] L2 Fecal RM 224 1 266.0 1.0 820.4 0.00 0.00 0.0 200.0 1640.9

Zone 32

[B000] L2 Mass Spec 208 1 130.0 1.0 465.6 0.00 0.00 0.0 200.0 931.3

Zone 33

[B000] L2 Mass Spec209 1 130.0 1.0 565.5 0.00 0.00 0.0 200.0 1131.1





















People 68 14078 13940 0 0 0



Safety Factor 0% / 0% 0 0 0% 0 0

>> Total Zone Loads - 376231 13940 - 146775 0












Preheat Coil - 0 - - 1283473 -


Terminal Reheat Coils - -115470 - - 639035 -












Total coil load ................................................. 169.4 Tons Total coil load ............................................... 2033.2 MBH Sensible coil load .......................................... 1185.8 MBH Coil CFM at Jul 1600 ..................................... 29216 CFM Max block CFM at Jul 1700 ........................... 29216 CFM Sum of peak zone CFM ................................. 32659 CFM Sensible heat ratio .......................................... 0.583 ft²/Ton ............................................................... 74.2 BTU/(hr-ft²) ..................................................... 161.7 Water flow @ 10.0 °F rise .................................. N/A



Max coil load ................................................. 1223.7 MBH Coil CFM at Des Htg ...................................... 29216 CFM Max coil CFM ................................................. 29216 CFM Water flow @ 20.0 °F drop ............................ 122.44 gpm




Air mass flow ................................................. 130739.90 lb/hr Moisture gain ...................................................... .00342 lb/lb














Zone Name



Zone CFM/ft²

Reheat Coil Load

(MBH)

Reheat Coil

Water gpm

@ 20.0 °F

Zone Htg Unit

Coil Load

(MBH)


@ 20.0 °F


Zone 1 265 15 2.94 4.2 0.42 0.0 - 0

Zone 2 2114 2114 4.31 45.6 4.57 0.0 - 0

Zone 3 87 87 0.91 1.4 0.14 0.0 - 0

Zone 4 431 146 0.18 9.1 0.91 0.0 - 0

Zone 5 393 393 3.17 6.3 0.63 0.0 - 0

Zone 6 751 751 6.05 15.9 1.59 0.0 - 0

Zone 7 393 393 3.17 6.3 0.63 0.0 - 0

Zone 8 576 576 4.64 11.8 1.18 0.0 - 0

Zone 9 1418 1418 1.69 29.6 2.96 0.0 - 0

Zone 10 15 15 0.12 0.2 0.02 0.0 - 0

Zone 11 971 971 3.97 19.8 1.98 0.0 - 0

Zone 12 27 27 0.27 0.4 0.04 0.0 - 0

Zone 13 282 23 1.31 4.5 0.45 0.0 - 0

Zone 14 230 23 1.07 3.9 0.39 0.0 - 0

Zone 15 553 553 3.12 8.9 0.89 0.0 - 0

Zone 16 201 17 0.97 3.0 0.30 0.0 - 0

Zone 17 201 17 0.97 3.0 0.30 0.0 - 0

Zone 18 282 13 2.24 4.2 0.42 0.0 - 0

Zone 19 282 13 2.24 4.2 0.42 0.0 - 0

Zone 20 282 13 2.24 4.2 0.42 0.0 - 0

Zone 21 282 13 2.24 4.2 0.42 0.0 - 0

Zone 22 296 14 1.98 4.6 0.46 0.0 - 0

Zone 23 181 14 1.20 2.8 0.28 0.0 - 0

Zone 24 241 14 1.60 3.4 0.34 0.0 - 0

Zone 25 319 14 2.02 6.4 0.64 0.0 - 0

Zone 26 2096 2096 4.16 40.1 4.01 0.0 - 0

Zone 27 2093 2093 4.15 39.9 3.99 0.0 - 0

Zone 28 1922 1922 3.81 36.1 3.61 0.0 - 0

Zone 29 2099 2099 4.17 40.3 4.03 0.0 - 0

Zone 30 2103 2103 4.17 40.5 4.05 0.0 - 0

Zone 31 2328 2328 4.62 49.1 4.91 0.0 - 0

Zone 32 2096 2096 4.16 40.1 4.01 0.0 - 0

Zone 33 2162 2162 4.29 41.8 4.18 0.0 - 0

Zone 34 2454 2454 4.87 47.0 4.71 0.0 - 0

Zone 35 413 413 1.63 9.3 0.93 0.0 - 0

Zone 36 684 684 2.53 14.7 1.47 0.0 - 0

Zone 37 746 746 2.16 16.1 1.61 0.0 - 0

Zone 38 393 393 3.17 6.3 0.63 0.0 - 0


Zone Zone Zone






Zone 1 5.7 Jul 1700 4.0 90.0

Zone 2 22.7 Jul 1500 11.6 490.0

Zone 3 0.9 Jul 2000 0.0 95.0

Zone 4 9.3 Sep 1400 6.8 2435.0

Zone 5 4.2 Jul 2000 0.0 124.0

Zone 6 8.1 Jul 0900 3.8 124.0

Zone 7 4.2 Jul 2000 0.0 124.0

Zone 8 6.2 Jul 1000 2.5 124.0

Zone 9 15.2 Jul 1700 6.7 840.0

Zone 10 0.3 Jul 2000 0.0 123.0

Zone 11 10.4 Jul 1700 4.1 245.0

Zone 12 0.3 Jul 2000 0.0 100.0

Zone 13 6.0 Jul 1700 4.1 215.0

Zone 14 4.9 Jul 1700 3.5 215.0

Zone 15 5.9 Jul 2000 0.0 177.0

Zone 16 4.3 Jul 1700 2.7 206.0

Zone 17 4.3 Jul 1700 2.7 206.0

Zone 18 6.0 Jul 1700 4.0 126.0

Zone 19 6.0 Jul 1700 4.0 126.0

Zone 20 6.0 Jul 1700 4.0 126.0

Zone 21 6.0 Jul 1700 4.0 126.0

Zone 22 6.4 Jul 1700 4.4 150.0

Zone 23 3.9 Jul 1700 2.5 150.0

Zone 24 5.2 Jul 1700 3.2 150.0

Zone 25 6.9 Jul 1700 6.2 158.0

Zone 26 22.5 Jul 0900 6.3 504.0

Zone 27 22.5 Jul 0900 6.2 504.0

Zone 28 20.6 Jul 1400 5.1 504.0

Zone 29 22.5 Jul 0900 6.5 504.0

Zone 30 22.6 Jul 0900 6.6 504.0

Zone 31 25.0 Sep 1400 11.6 504.0

Zone 32 22.5 Jul 0900 6.3 504.0

Zone 33 23.2 Jul 0900 7.0 504.0

Zone 34 26.4 Jul 1700 7.5 504.0

Zone 35 4.4 Jul 1400 2.7 254.0

Zone 36 7.3 Jul 1700 3.7 270.0

Zone 37 8.0 Jul 1700 4.1 346.0

Zone 38 4.2 Jul 2000 0.0 124.0



Cooling Sensible

(MBH)

Time of Peak

Sensible Load

Air Flow (CFM)

Heating Load

(MBH)

Floor Area (ft²)

Space CFM/ft²

Zone 1

[B000] L3 Coffee Station 1 5.7 Jul 1700 265 4.0 90.0 2.94

Zone 2

[B000] L3 Com Lab Immunc 1 22.7 Jul 1500 2114 11.6 490.0 4.31

Zone 3

[B000] L3 Common tech 1 0.9 Jul 2000 87 0.0 95.0 0.91

Zone 4

[B000] L3 Corridor 1 9.3 Sep 1400 431 6.8 2435.0 0.18

Zone 5

[B000] L3 Culture RM 1 1 4.2 Jul 2000 393 0.0 124.0 3.17

Zone 6




Cooling Sensible

(MBH)

Time of Peak

Sensible Load

Air Flow (CFM)

Heating Load

(MBH)

Floor Area (ft²)

Space CFM/ft²

[B000] L3 Culture RM 3 1 8.1 Jul 0900 751 3.8 124.0 6.05

Zone 7

[B000] L3 Culture RM 4 1 4.2 Jul 2000 393 0.0 124.0 3.17

Zone 8

[B000] L3 Culture RM 5 1 6.2 Jul 1000 576 2.5 124.0 4.64

Zone 9


Zone 10

[B000] L3 File Storage 1 0.3 Jul 2000 15 0.0 123.0 0.12

Zone 11

[B000] L3 Flow Cytomery 1 10.4 Jul 1700 971 4.1 245.0 3.97

Zone 12

[B000] L3 IDF (IT) 1 0.3 Jul 2000 27 0.0 100.0 0.27

Zone 13

[B000] L3 Womens Restroo 1 6.0 Jul 1700 282 4.1 215.0 1.31

Zone 14

[B000] L3 Mens Restroom 1 4.9 Jul 1700 230 3.5 215.0 1.07

Zone 15

[B000] L3 Radioisotope L 1 5.9 Jul 2000 553 0.0 177.0 3.12

Zone 16

[B000] L3 Research Leade 1 4.3 Jul 1700 201 2.7 206.0 0.97

Zone 17

[B000] L3 Research Leade 1 4.3 Jul 1700 201 2.7 206.0 0.97

Zone 18

[B000] L3 Science Off SY 1 6.0 Jul 1700 282 4.0 126.0 2.24

Zone 19

[B000] L3 Science Off(1) 1 6.0 Jul 1700 282 4.0 126.0 2.24

Zone 20


Zone 21


Zone 22


Zone 23


Zone 24


Zone 25


Zone 26

[B000] L3 SY LAB 2 NEW S 1 22.5 Jul 0900 2096 6.3 504.0 4.16

Zone 27

[B000] L3 SY LAB 2 TALBO 1 22.5 Jul 0900 2093 6.2 504.0 4.15

Zone 28

[B000] L3 SY LAB 3 WELGL 1 20.6 Jul 1400 1922 5.1 504.0 3.81

Zone 29

[B000] L3 SY LAB 4 ELSAS 1 22.5 Jul 0900 2099 6.5 504.0 4.17

Zone 30

[B000] L3 SY LAB 5 RAMSA 1 22.6 Jul 0900 2103 6.6 504.0 4.17

Zone 31

[B000] L3 SY LAB 6 NEW S 1 25.0 Sep 1400 2328 11.6 504.0 4.62

Zone 32

[B000] L3 SY LAB 7 POULT 1 22.5 Jul 0900 2096 6.3 504.0 4.16

Zone 33




Cooling Sensible

(MBH)

Time of Peak

Sensible Load

Air Flow (CFM)

Heating Load

(MBH)

Floor Area (ft²)

Space CFM/ft²

[B000] L3 SY LAB 8 MISKA 1 23.2 Jul 0900 2162 7.0 504.0 4.29

Zone 34

[B000] L3 SY LAB 9 RL 1 26.4 Jul 1700 2454 7.5 504.0 4.87

Zone 35


Zone 36


Zone 37


Zone 38

[B000] L3 Culture RM 2 1 4.2 Jul 2000 393 0.0 124.0 3.17








Zone 1

[B000] L3 Coffee Station 1 90.0 2.0 264.6 5.00 0.06 0.0 0.0 15.4

Zone 2

[B000] L3 Com Lab Immunc 1 490.0 3.0 2113.9 0.00 0.00 0.0 200.0 4227.8

Zone 3

[B000] L3 Common tech 1 95.0 1.0 86.5 0.00 0.00 0.0 200.0 173.1

Zone 4

[B000] L3 Corridor 1 2435.0 0.0 431.1 0.00 0.06 0.0 0.0 146.1

Zone 5

[B000] L3 Culture RM 1 1 124.0 1.0 393.3 0.00 0.00 0.0 200.0 786.6

Zone 6

[B000] L3 Culture RM 3 1 124.0 1.0 750.5 0.00 0.00 0.0 200.0 1501.1

Zone 7

[B000] L3 Culture RM 4 1 124.0 1.0 393.3 0.00 0.00 0.0 200.0 786.6

Zone 8

[B000] L3 Culture RM 5 1 124.0 1.0 575.8 0.00 0.00 0.0 200.0 1151.7

Zone 9

[B000] L3 Tech Office 4 1 840.0 8.0 1418.4 0.00 0.00 0.0 200.0 2836.8

Zone 10

[B000] L3 File Storage 1 123.0 0.0 14.8 5.00 0.12 0.0 0.0 14.8

Zone 11

[B000] L3 Flow Cytomery 1 245.0 3.0 971.5 0.00 0.00 0.0 200.0 1943.0

Zone 12

[B000] L3 IDF (IT) 1 100.0 0.0 26.7 5.00 0.06 0.0 0.0 6.0

Zone 13

[B000] L3 Womens Restroo 1 215.0 2.0 281.6 5.00 0.06 0.0 0.0 22.9

Zone 14

[B000] L3 Mens Restroom 1 215.0 2.0 229.7 5.00 0.06 0.0 0.0 22.9

Zone 15

[B000] L3 Radioisotope L 1 177.0 1.0 552.7 0.00 0.00 0.0 200.0 1105.5

Zone 16

[B000] L3 Research Leade 1 206.0 1.0 200.5 5.00 0.06 0.0 0.0 17.4

Zone 17

[B000] L3 Research Leade 1 206.0 1.0 200.5 5.00 0.06 0.0 0.0 17.4

Zone 18



[B000] L3 Science Off SY 1 126.0 1.0 281.6 5.00 0.06 0.0 0.0 12.6

Zone 19

[B000] L3 Science Off(1) 1 126.0 1.0 281.6 5.00 0.06 0.0 0.0 12.6

Zone 20

[B000] L3 Science Off(2) 1 126.0 1.0 281.6 5.00 0.06 0.0 0.0 12.6

Zone 21

[B000] L3 Science Off(3) 1 126.0 1.0 281.6 5.00 0.06 0.0 0.0 12.6

Zone 22

[B000] L3 Science Off(4) 1 150.0 1.0 296.3 5.00 0.06 0.0 0.0 14.0

Zone 23

[B000] L3 Science Off(5) 1 150.0 1.0 180.6 5.00 0.06 0.0 0.0 14.0

Zone 24

[B000] L3 Science Off(6) 1 150.0 1.0 240.5 5.00 0.06 0.0 0.0 14.0

Zone 25

[B000] L3 Science Off(7) 1 158.0 1.0 319.3 5.00 0.06 0.0 0.0 14.5

Zone 26

[B000] L3 SY LAB 2 NEW S 1 504.0 3.0 2096.3 0.00 0.00 0.0 200.0 4192.5

Zone 27

[B000] L3 SY LAB 2 TALBO 1 504.0 3.0 2093.1 0.00 0.00 0.0 200.0 4186.2

Zone 28

[B000] L3 SY LAB 3 WELGL 1 504.0 3.0 1922.2 0.00 0.00 0.0 200.0 3844.3

Zone 29

[B000] L3 SY LAB 4 ELSAS 1 504.0 3.0 2099.4 0.00 0.00 0.0 200.0 4198.8

Zone 30

[B000] L3 SY LAB 5 RAMSA 1 504.0 3.0 2102.5 0.00 0.00 0.0 200.0 4205.1

Zone 31

[B000] L3 SY LAB 6 NEW S 1 504.0 3.0 2327.6 0.00 0.00 0.0 200.0 4655.2

Zone 32

[B000] L3 SY LAB 7 POULT 1 504.0 3.0 2096.3 0.00 0.00 0.0 200.0 4192.5

Zone 33

[B000] L3 SY LAB 8 MISKA 1 504.0 3.0 2162.3 0.00 0.00 0.0 200.0 4324.5

Zone 34

[B000] L3 SY LAB 9 RL 1 504.0 3.0 2454.4 0.00 0.00 0.0 200.0 4908.7

Zone 35

[B000] L3 Tech Office 1 1 254.0 3.0 412.9 0.00 0.00 0.0 200.0 825.9

Zone 36

[B000] L3 Tech Office 2 1 270.0 3.0 683.9 0.00 0.00 0.0 200.0 1367.8

Zone 37

[B000] L3 Tech Office 3 1 346.0 3.0 745.9 0.00 0.00 0.0 200.0 1491.8

Zone 38

[B000] L3 Culture RM 2 1 124.0 1.0 393.3 0.00 0.00 0.0 200.0 786.6





















People 73 15295 14965 0 0 0



Safety Factor 0% / 0% 0 0 0% 0 0

>> Total Zone Loads - 381349 14965 - 158231 0












Preheat Coil - 0 - - 1223726 -


Terminal Reheat Coils - -33957 - - 572231 -




PROJECT REVIEW COMMENT FORM

Project Name: MODERNIZATION OF BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC) BUILDING 307

DESIGN REVIEW COMMENT FORMProject: MODERNIZATION OF BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC) BUILDING 307

Submittal: 35% Design Document Legend: `

Date: D - Drawings C - Concur

S - Spec D - Do Not Agree

O- Other (please note E - Exception (see comment)

"cost estimate", "narrative", etc.) X - Delete Comment

Comment

No.Reviewer Name Document

Dwg or Page

ReferenceComment Discipline AE Response Back Check - Comment resolved?

Y/N

1 Steve Kimsey 35% BOD 3.6Last item refers to LEED v4, EA Credit 1 Summary in Spec refers to

LEED 2009? Which one is correct?Sustainable LEED v4

2 Steve Kimsey 35% BOD

LEED 2009

EA Credit 1

Summary

Report

Energy and Cost Savings of approximately 17% are reasonable

compared with last submittal of 49%. LEED interprets ASHRAE 90.1

as requiring a 100% fossil fuel Baseline if any part of the Proposed

HVAC system is fossil fuel. This may be a problem in review if not

corrected (no part of Baseline should be electric heating).

SustainableEnergy model revised to include fossil fuels

for heating.


LEED 2009

EA Credit 1

Summary

Report

What is the basis of the $.10/kwh and $2.00/therm? LEED will require

EIA numbers or other substantiation when reviewed.Sustainable $0.1037/kwh and $2.57/therm


LEED 2009

EA Credit 1

Summary

Report

Receptacle Equipment KWh should be equal for the Baseline and

Proposed Design? This will likely be called out in LEED review.Sustainable

Receptacle equipment kwh has been

revised to be equal for baseline and

proposed design.


LEED 2009

EA Credit 1

Summary

Report

Based on demand kw, receptacle equipment appears to be at 5 to 6

watts per square foot, with very little diversity. What is the basis?

Receptacle equipment kwh has been

revised to be equal for baseline and

proposed design.

6 A. Seal DID pg. 30

The top of this page contains a paragraph titled "Domestic and Fire

Protection" and is related to water distribution. There is no mention of

how fire suppression water is to be provided. Was the connection to

the adjacent building (for communal fire pump use) eliminated? Also,

suggest clarifying what constitutes the "front yard area". Is this to the

east of 307?

Civil

C- DID shall be updated. BLDG 307 will

have its own fire pump. Will Change

decription to east.

7 A. Seal DID general

Throughout, there appear to be references about the cooling tower,

generator, and transformer being placed at the northeast corner of the

building. Shouldn't these state "northwest corner" of the building? One

such example is on pg. 32 in the landscape design principles.

Civil C They are at the northwest corner.


The first sentence under para. 3.5 states "space needs of all three

research groups". Should this be two research groups? Is this a

holdover from editing out the APDL group per eariler comments?

ArchC - Will be corrected to reference only two

research groups.


Under para. 4.2.14 several types of signage are indicated, including

interiror wayfinding as well as exterior site and building signage. No

indication of the exterior signage was seen on the plans for proposed

locations.

Civil

C The extrerior building number is in good

condition and the entrance sign to the

general area includes Building 307, so no

exterior signs are required.







Comment


Dwg or Page



In para. 4.3.1 it is indicated that Building 307 is associated with the

Human Nutrition Research Center whereas in earlier paragraphs it's

indicated that the HNRC occupies Buildings 307A and 307B. Since it

is indicated that Building 307 is currently unoccupied, suggest

clarifying or removing the reference to HNRC. Further, this sentence

says "Phase 3" and I don't believe phasing has been mentioned thus

far. If phasing is an integral part of this project, suggest a summary

containing all applicable information is placed somewhere in the front

of the document (like Executive Summary).

Civil C The Site/Civil section has been rewritten

and comments addressed.


The language tense has changed in this site/civil section from what

was presented earlier in the document. Para. 4.4.1.1 contains several

mentions of "will be" whereas earlier sections use "shall be", "should

be", or "to be" (e.g. indicating that the requirement must be met during

design/construction). One example is in relation to the parking counts,

where it says "will be conducted". Since this document is supposed to

lay out all program requirements for the potential contractor, suggest

this language is changed to "shall be conducted". Further, this

language makes it feel as if the RFP isn't "finished", with some

requirements still left to the contractor's design team. Suggest a

comprehensive review in all areas of the DID to solidfy actual

requirements, state as such in the document, and leave as little as

possible to the discretion of the contractor (ideally, nothing should be

left to the discretion of the contractor). Similarly, it says "The traffic

circulation will have to be reconfigured slightly". This document should

be showing what reconfigurations are required.



12 A. Seal DID pg. 29Suggest revising "insure" to "ensure" in the Para. 4.4.1.1 reference to

parking counts. Civil

C The Site/Civil section has been rewritten



Refer to previous comments about Para. 4.4.2.2.1 and language

tense. This paragraph does not mention how fire suppression water

will be provided. Also, it says "New piping to the main will be designed

to accommodate the building demand". Did not this RFP have enough

information/design to determine what the size of these services need

to be? Will the existing, in-service, connection (as mentioned) be

abandoned in place? Will the contractor need to remove it? Suggest

adding as much detail as possible with regard to: new domestic water

service line diameter/tie-in to main; disposition of existing water

service line and removal/abandonment; impact/philosophy/design

intent of fire suppression water service and anticipated diameter.




Para. 4.4.2.1.2 - similar to comment above, suggest using cardinal

directions (N, E, W, S) in lieu of "in front of" so the reader knows

location.




Para. 4.4.2.1.2 - states "expected to provide sufficient capacity". What

is this in relation to? Domestic water distribution? Fire suppression?

Both? Suggest clarification.




Para. 4.4.2.1.2 - second paragraph starts with "in order to meet

current codes, the existing main in front of the building will be tapped".

What codes need to met and why did that influence the decision? Isn't

the main to the east of 307 simply just the closest one? Suggest

clarifying the intent of this statement and, if truly related to code

requirements (as opposed to proximity), expand on how those codes

impacted the decision. Similar to other comments, suggest revising "in

front of the building" to a cardinal direction.









Comment


Dwg or Page



Para. 4.4.2.1.2 - the static/residual pressure and flow matrix appears

to NOT meet the fire suppression requirement listed below for 725

gpm and 100 psi. How is this being addressed? Refer to previous

comments about the fire suppression system. Also, suggest defining

"at the top of the standpipe system". Where is the standpipe? And

where is the top of it? Alternatively, this reference to the standpipes

could be deleted from the Civil section and left to the detailed

discussions regarding interior fire suppression system.




Para. 4.4.2.2.3 - refer to previous comments about contractor

discretion. This paragraph states "to an existing underground storm

system or discharged on splash blocks at grade". Is there a specific

USDA requirement or preference? The contractor will likely provide

the cheaper option (splash blocks) in all locations unless directed

otherwise. Suggest stating (if it's applicable) that all downspouts

should be tied to underground storm sewer piping unless technically

infeasible.




Para. 4.4.2.2.3 - the last sentence of this paragraph indicates "will be

furnished to civil engineers when final calculations are completed".

What does this mean? That USDA will provide information to the

successful team's civil engineer? And is the final calculations

reference for the contractor's design? This is unclear and could

represent a gap in scope for contractor pricing. Suggest review and

revise for clarity.




Para. 4.4.2.3.2 - refer to all previous comments. "will be based on

demand from the renovated building space". Isn't this known? How will

the contractor price this? Several "will be" statements in this

paragraph with no details on what the sewer service will look like.

Should the reference to "sanitary main" actually be sanitary

SERVICE? There are no proposed modifications to the sewer mains,

just the building sewer service, right? And the reference to "new

gravity piping" refers to the sanitary service between the building and

the main, right? Suggest adding all known information including

anticipated size/diameter of the sewer service as well as the

disposition of the old service (demo? remove? abandon in place?).




It is noted that there is not a paragraph 4.4.2.4. Was something

removed? Was this the natural gas section? Suggest either using "not

used" for 4.4.2.4 or re-numbering.




Para. 4.4.2.5 - refer to other comments. Shouldn't the reference be to

"northwest side of the building" for the new transformer? Also suggest

clarifying the last sentence. Substation? Does this mean transformer?

Switch gear? Not sure "substation" is the right terminology. And what

is the "boiler plant"? This whole statement isn't clear with the

information/terminology that's been presented in the DID up to this

point.




Para. 4.4.2.6.2 - not sure what the "Loads" to start out the first

sentence is referencing. Appears this sentence would make sense

with the removal of "Loads".




Para. 4.4.2.7 - throughout this paragraph and sub-paragraphs are

mentions of the "Construction Documents phase of the project". Does

this mean the detailed design portion which will be conducted by the

contractor and their A/E team? If so, it needs to be abundantly clear

that this is a requirement/responsibility that the contractor must

satisfy/incorporate and that it shall be done by the design-build team.









Comment


Dwg or Page



Para. 4.4.3 - refer to previous comments. Several items in this

paragraph and sub-paragraphs are listed as "will be". All references

need to be changed to "shall be" or similar. To say "will be" in this

document does not define responsibility and the contractor would not

be held to "will be" statements.

LandscapeC The Site/Civil section has been rewritten



Para. 4.4.3.7 - revise first sentence as "shall be located on the new

building the visible" doesn't make sense. Should this say "shall be

located on the new building and be visible from a distance" or similar?

LandscapeC The Site/Civil section has been rewritten


27 A. Seal DID pg. 35 Para. 4.6.2 - suggest capitalizing "Inside" in the title of this paragraph. Mech C


Para. 4.7.1 - refer to previous comments in civil regarding domestic

water and fire suppression water information. The first sentence in this

paragraph indicates "domestic water will be supplied from the existing

water line serving the building", which is in conflict with the civil

section (which indicates that a NEW service will be provided). Further,

it says "a new fire protection water main will be provided under civil".

Refer to earlier comments about the lack of information on the site fire

suppression feed. This all needs to be coordinated and consistently

conveyed throughout the document.

Civil/Mech

C A new service is being provided to the

building tapped off an existing water

service in the access road.


Para. 4.7.1 - similar to above, the second sub-paragraph states "will

connect to an existing sanitary sewer line exiting the building". This

appears to be in conflict with civil. Remedy/clarify.

Civil/Mech C - will coordinate.


Para. 4.7 throughout - refer to prior comments regarding the use of

"will be" and reference to a "construction documents phase". This

needs to be revised to indicate requirements (shall be, etc.) as well as

stating that the construction documents are the responsibility of the

contractor's A/E team.

Mech C - will coordinate.


Para. 4.8.3 throughout - this paragraph and sub-paragraphs mention

"POR". What is this in reference to? If it is this document, I've seen it

referred to as the "DID" (design intent document) and "BOD" (basis of

design). If this is what is meant by "POR", suggest revising to remain

consistent.

Fire Prot

"POR" is Program of Requirements.

Document is separate from DID. Wil

remove POR and change to DID.


Para. 4.8.3.2 - there is mention of SOHES here. What does that stand

for? I'm not aware of SOHES being previously defined in this

document. Suggest providing definition and how this relates to ABBL

or EMFSL. Further, this sentence indicates "where ARS SOHES has

elected to exceed minimum code requirements". So is the 1-hour

separation an exceedance of minimum code? The SOHES statement

doesn't make sense with regard to whether the 1-hour is the

mentioned code exceedance or if the new construction will need to

exceed that 1-hour separation.

Fire ProtSOHES is Safety Occupational Hazard and

Environmental Safety Office.


Para. 4.8.4.2 and 4.8.4.3 - refer to previous civil comments on water

and fire suppression. 4.8.4.2 states that the building will be provided

with a fire pump. Is there now a fire pump in 307? Or is it still going to

be an "umbilical" to 306? This is in conflict with the civil section and all

efforts need to be made to clarify this and make it consistent

throughout the document. Addition of a fire pump could potentially

lead to a significant dollar impact in contractor bids as well as space

planning impacts.

Fire Prot

C- BLDG 307 will have its own fire pump.

Will modify civil section of DID to reflect

change.







Comment


Dwg or Page



Para. 4.8.4.3 - refer to previous comments about "will be" and

dictating specific requirements in this DID document. 4.8.4.3 states

that fire suppression water supply requirement "will be determined"

and then offers a choice between codes (IBC vs. NFPA). Was

suppression water demand calculated as a part of this RFP effort?

Couldn't it be determined based on building s.f. and design type? This

coupled with the potential (or not) of a fire pump could present

significant impact to the project and bids.

Fire Prot

C - "will be" shall be updated with "shall be"

Suppression water demand was not

calculated as part of this RFP. Design

Build contractor shall provide calculations.

35 A. Seal DID General

Refer to several previous comments regarding the use of "will be" (or

similar) throughout this document. This DID is, ultimately, a part of the

"contract" between USDA and the successful D-B team. Using "will

be" indicates that a) we're giving the perception that it hasn't been

addressed yet and will be done at some point and b) that it doesn't

dictate WHO will be doing the referenced action. Theoretically, the

contractor could defend any "will be" statement by saying "Yes, the

RFP said it WOULD be designed. It didn't say it would be designed by

US." Suggest a sweep of the entire document, all disciplines to clearly

and unequivocally state specific known program requirements and

who is responsible for those requirements (presumably the contractor

for the vast majority).

General C - "will be" shall be updated with "shall be"

36 A. Seal Plans C-001

Note 16 - question the use of the word "spotless" in this note as it is

subjective and, realistically, non-enforceable. Suggest removing

"spotless" from note.

Civil C


Several things are confusing in relation to topo, spot grades, and

contours on this plan. First, it appears that spot grades (indicated by

an x and containing 4 digits) are on some sort of different system than,

say, storm invert elevations which are shown as 5 digits and nowhere

close in elevation to the spot grades. Are the spot grades on metric? If

two different vertical units are being used, suggest immediate revision

so everything is relative to each other and on the same unit. As for the

contours, why aren't even intervals being used? It appears that

contours have no consistent frame of reference with some labeled

"164.04" and "170.60" as examples. This could also be the product of

metric (as these appear to be half meter contours, but listed in feet).

To eliminate confusion, suggest one unit system be used throughout

consistently.

CivilC Original topo was in metric and did not

get properly converted.


For plan clarity, suggest toggling the polyline linetype (ltype "on") for

existing contours so that all show up as consistent dashed lines.

Some contours are showing up fine, while others are presenting as

solid lines. Also suggest that all contour labels are revised to reflect a

consistent text size (the 167.32 contour label, for example, appears

smaller than the others).

Civil C


If possible, suggest adding some sort of overall legend for existing

conditions plan. It's noted that there's a legend on C-201, but this

appears to only show proposed work items and not existing

conditions.

Civil C

40 A. Seal Plans C-201Refer to linework comments above from C-001 and suggest applying

to this sheet as well. Civil C







Comment


Dwg or Page



Are the arrows in the parking area intended to indicate painted

directional arrows on the pavement? If so, what was the reasoning to

turn this into a one-way? It appears the plan east parking is head-in

whereas the plan west parking is angled and more typical for one-way

traffic direction. This is confusing and could potentially lead to driver

confusion as well. Head-in parkers would have no impetus to back out

and move in the direction of one-way travel. If this stays as a one-way

area, suggest making all parking spaces a consistent angled parking

(60, 45, or 30) to reinforce the one-way. Also indicate one-way/do not

enter signage on either end of the parking area to convey parking

intent. Also indicate that the arrows are to be painted by the contractor

(similar to the note regarding line striping). It is presumed that if all

spaces were turned into head-in spaces, this entire area could be

multi-directional and not one way. At the least, suggest making spaces

either all head-in or all angled and eliminate any ambiguity.

Civil

C The parking lot will be two way. Line

striping will be changed to be

perpendicular.


Where the site electrical ties into the existing manhole, there is a note

that says "see electrical for continuation". Is there further work

"downstream" of this manhole as a part of this project? Or will the site

electrical terminate in this manhole? If terminate, suggest deleting this

note as there's no "continuation" from this point. If there IS a

continuation, it needs to be spelled out/shown here and in the DID

narrative.

Civil/Elec

C Site electrical utilizes an existing duct

bank to run new feeders from an exisitng

switch as shown. Concur with deleting note

.


Near the middle of the new parking area, two "exterior signs" are

indicated. However, it looks like these are existing signs as shown on

C-001 as well. Refer to DID comments about exterior signage. If these

are existing signs, they are slated to remain, and they'll be

"refurbished" for Building 307's purposes, it at least needs to be

indicated in the DID narrative.

Civil/

LandscapeC Signs not required and will be deleted.


Refer to all previous comments regarding the disposition of the

sanitary sewer service and the conflict between civil (remove and

replace) vs. mechanical (utilize existing service). Remedy the conflict

and reflect accordingly on this plan.

Civil/Mech C we are installing new sewer pipe.


Refer to all previous comments regarding the disposition of the water

and fire suppression services. Per earlier comments, it does not

appear that the site main can support the fire suppression

requirements (i.e. only 52 psi instead of the required 100 psi). If there

is a fire pump being proposed specifically for Building 307, it is not

apparent in the DID language and needs to be clarified.

Civil/MechC A fire pump has been added to the

project.


It appears that the fire water service is proposed directly over an

existing sanitary sewer line. Unsure if this sanitary line is abandoned

(see comments about adding a legend, does the "X" through the "S"

symbol indicate this is abandoned?). Suggest clarifying whether the

existing sanitary line needs to be removed.

Civil C Sewer Line is abandoned


Regarding the proposed sanitary sewer service (assuming that it is

removed and replaced). Suggest indicating, either on the drawing or in

the DID or both, that the east portico will need to be partially

demolished to facilitate this installation. Also, several shrubs/trees are

indicated east of and adjacent to the eastern portico. Review of aerial

imagery appears to indicate these shrubs aren't here any more (there

may have been shrubs in the past). Suggest deleting these to reflect

current site conditions and to convey to the contractor that demolition

of landscape won't be necessary for the installation of the sewer

service.

CivilC We will change where the new sewer

exits the building.


A bicycle rack is indicated true south of the eastern portico. Suggest

adding/indicating some sort of concrete pad in this area to support the

bike rack and bike parking.

Civil C







Comment


Dwg or Page



Refer to previous comments regarding roof drain downspouts and

connections to existing storm sewer. It appears the downspout note

here indicates that splash blocks are the primary method of roof drain

discharge. If this is acceptable to USDA, suggest removing any

mention of storm sewer tie-in from the DID narrative.

Civil C We are using splash blocks

50 A. Seal Plans General

A quick scroll-through of the pdf plans indicates differences in

text/linework plot weight, title blocks, sheet position, etc. Also appears

some sheets have "extra" lines in the sheet border. Suggest a sweep

of all plans and updates for consistency.

General C

51 A. Seal Plans AD-100

On this sheet, and AD-101, it indicates the entire elevator system on

the north end of the building is going to be removed. This wasn't

overly clear in the DID language and suggest augmenting the civil

discussion to talk about this area. Will the "hole" be filled in with

earthwork? Will the structure remain? Unsure of what will happen to

this area once equipment is removed.

Civil/Arch Remove

52 A. Seal Plans A-101A

This plan is definitely helpful in conveying the intent of the exterior

improvements. Suggest review of all callouts on this sheet for

applicability. It appears there are callouts on here which may have

been intended to be reminders ("do we provide service vehicle" and

"or demolish completely" being examples).

Arch C - Inappropriate notes will be removed.


Refer to prior comments. Appears this plan is indicating that the

existing elevator "hole" is going to be covered with some sort of slab

to create a vault? What would be the purpose of turning this into a

vault?

Arch

C it was agreed at the meeting that the

existing lift will be removed and the pit

backfilled.


With regard to the existing stairway (to remain) and the elevator/vault

area, has this been analyzed in relation to potential vehicle traffic

loading? It appears that there's potential for dumpsters, trash trucks,

and maybe parking. With vehicles being that close to the existing

stairway (and wall) and over the vault, it could potentially be a safety

concern.

Civil/Arch

C it was agreed at the meeting that the

existing lift will be removed and the pit

backfilled.

55 A. Seal Plans M-201

The ACC layout shown external to the building on this plan does not

appear to match that shown in the civil plan C-201. Suggest

coordination and showing the correct layout throughout.

Civil/Mech C - Mech and civil to coordinate plans

56 A. Seal Plans F-100

Refer to all previous comments about fire pumps, fire suppression

service, etc. When reviewing this plan, it is finally clear that there will

be a dedicated Building 307 fire pump as a part of this project (and

NOT a tether to the B306 system as before). This needs to be

abundantly clear in the DID narratives as it took me 127 sheets of

plans and a complete review of the DID to find this piece of info.

Civil/Mech C - Will update DID

57 A. Seal Plans General

It appears that the mechanical plans are very clear regarding the

diameters of domestic water, fire suppression, and sanitary sewer

services. Suggest this information is also translated to the civil plans.

Also suggest (per previous comments) that diameters are listed in the

DID and, since it appears the pipes have been sized based on some

information, the "will be" language in the DID could be removed.

Civil/Mech C Civil will add utility sizes.

58 A. Seal Specifications General

It appears that several comments from the original submittal have not

been incorporated into this current set, even though they were listed

"concur" in the comment response. Suggest revisiting the last

comment set, reviewing, and confirming all items marked "C" or

"concur" are incorporated per the responses.

General C

59 A. Seal General General

Semantics-wise, it appears that the Design Intent Document (DID) is

also being referred to as the Basis of Design (BOD) or the POR

(unsure of definition). The specs refer to BOD in 01 11 00. Suggest

making all references consistent for clarity purposes. Assume it would

be DID to match the official title of that document.

General C - Will update for clarity. DID will be the

correct name.







Comment


Dwg or Page


60 D. Evans Drawings G-002Fire Resistance table indicates shaft enclosures < 4 stories are 2

hour, but Third Floor Plan indicates 1-hour rating.Architectural

C - Fire-Resistance Rating Requiremnent

chart to be updated to indicate provided

shaft enclosures < 4 stories will be 1-Hour.

61 D. Evans Drawings G-002Fire Resistance table indicates exterior bearing walls. I had

understood that exterior walls are not load bearing.Architectural

C - Fire-Resistance Rating Requirement

chart to be updated to indicate exterior

bearing walls are not applicable to this

project.

62 D. Evans Drawings G-002

Fire Resistance Table requires 2 hour rating for structural frame, then

adds a note that this is for control area separation. It is unclear how

the structural frame protective fire rating relates to a control area

separation and where that would apply.

Architectural

C Each floor is a separate control area,

therefore the control area separation is

being provided at the floor slab. Floor slab

and supporting structural frame must be 2-

Hour.

63 D. Evans Drawings G-002

Under NFPA 101 a lower occupant load factor (1/300) would not be

considered for accessory mechanical and storage uses and so would

give a higher occupant load for the Basement (102 in lieu of 88).

[editorial comment on the code: the IBC gross floor area calculation

for accessory uses [why isn't it net?] makes little sense in

combination with a gross floor area calculation for business use]

Architectural

C - Lower occupant load factor for

mechanical areas will be revised to align

with NFPA 101.

64 D. Evans Drawings Most drawings Most text is light and hard to read. Architectural C - Will make text darker.

65 D. Evans DrawingsAD-100, 101,

102, 103, 104No mention of removal of floor finishes and ceilings Architectural

C - General notes will be added to

demolition drawings to further define scope

of work.

66 D. Evans Drawings AD-101 Indicate masonry removal below existing window at new door Architectural C - Note will be added to cover this work.

67 D. Evans DrawingsAD-100, 102,

103, 104overall dimension from A to F is obscured by wall. Architectural C - Will correct obscurred dimensions.

68 D. Evans Drawings Plan drawings North arrows missing Architectural C - Will add north arrows.

69 D. Evans Drawings AD-106 Part of note at F, 10 is cut off Architectural C - Will correct partially obscurred note.

70 D. Evans Drawings A-100

Emergency Power 025 and Electrical Service 023 each have only one

means of egress. Confirm that this is acceptable under requirements

of NFPA 70.

ArchitecturalE - Electrical engineer has confirmed one

exit from these rooms is suffuicient.

71 D. Evans DrawingsA-100, 101,

102, 103

Elevator car proportions are unusual for a 5,000 Lb car. No location

identified tor electrical equipment.Architectural

C - Rated load capacity of elevator should

be noted as 4,000 lbs. Elevator car will be

redrawn to better represent actual

proposed car dimensions. Location of

control panel will be added to the drawing.

72 D. Evans Drawings A-105

It appears the gutter system is concealed. Continuous copper gutter

liner for indicated length is unrealistic and will have joints. Therefore

there is a risk of leaks into eave construction. Since it is concealed,

consider an adhered membrane liner for a more reliable seal.

ArchitecturalC Install redundant membranes one on top

of other.

73 D. Evans Drawings A-110 Ceiling is undefined in most of basement area. Architectural

E - Most spaces in the basement do not

have finished ceilings; they are open to

exposed structure. Will clarify.


203, 204Provide some enforceable criteria for replacement of wood. Architectural

C Will provide quantities for different types

of replacement.

75 D. Evans Drawings A-204 Note at top of sheet is partly cut off. Architectural C - Will correct partially obscurred note.

76 D. Evans Drawings A-401End cabinet in 110 may be hard to use, due to pilaster; end cabinet in

112 may be hard to use due to door alcove.Architectural

C - Cabinet layout will be reviewed and

modified as necessary.


403

Protrusion of locker into stall in Women's restroom 103, 203, 303

won't work.Architectural

C - Layout will be modified to eliminate

conflict.

78 D. Evans Drawings A-404Notes about cabinets do not point to anything. Are they intended to

apply to all casework in a room?Architectural

C - Yes, they are meant to be a general

requirement pertaining to all the base

cabinets in the lab. General note will be

added to clarify







Comment


Dwg or Page


79 D. Evans Specifications04 01 20.70,

2.1.3

Consider prohibiting muriatic acid. It is often an industrial waste

product with unpredictable concentration and impurities that cause

stains.

Architectural E - Will take under consideration.


2.2.2.4

Due to non-structural, relatively soft masonry (and liklihood of original

mortar being mostly lime), consider removing Type S mortar from list.

For first sentance on mortar, add reference to ASTM C270, proportion

specifications.


81 D. Evans Specifications 06 41 16.00 10

Consider changing cabinet bodies from plastic laminate to hardwood

and counter and splashes from laminate to solid surface for better

durability.

Architectural

C - Solid surface counters and splashes

will be specified in wet areas. All work

counters are desired to be solid surface.

Cabinets will be wood

82 D. Evans Specifications 07 31 26, 2.1.3

It appears from 07 21 16 that roof insulation will be fiberglass batt

insulation in joist cavities with a polyethylene vapor retarder. Consider

requiring a vapor permeable underlayment for the self-adhering

option. Also, the self-adhering option is not price competitive with felt.



2.5

Coordinate underlayment / vapor retarder with that specified under 07

21 16 and 07 31 26.Architectural E - Will take under consideration.

84 D. Evans Specifications07 60 00, 2.1,

3.1, 3.2.1

Consider eliminating galvanized steel, zinc sheet, stainless steel,

aluminum and alclad options and allowing only copper.Architectural

C - Will eliminate choices that are not

anticipated to be used in the project.

85 D. Evans Specifications 08 14 00, 2.2.2 Suggest not allowing hollow core doors and only specifying solid core. ArchitecturalC - Doors will be changed to solid core

doors.

86 D. Evans Specifications

08 52 00, 1.2,

2.1.2, 2.3.1,

2.3.2 and 3.1.1

Drawings indicate painted windows; specification requires aluminum

clad windows with anodized finish. Architectural

C - Windows are to be painted wood.

Historic guidelines will not allow clad

windows.

87 D. Evans Specifications 08 52 00, 2.1.2Describe how divided lite construction is to be achieved (surface grille,

internal grille or true divided lite)Architectural

C - Windows are to be true divided lite

windows pewr historic guidelines.

88 D. Evans Specifications08 71 00, 2.11,

BSuggest requiring Option PT4C for surface closers Architectural E - Will take under consideration.

89 D. Evans Specifications08 81 00,

2.1.3, 3.2.3

Recommend deleting wire glass as it is no longer permissible for

safety or fire rated glass use. Substitute appropriate fire rated lite

assemblies if such are required.

ArchitecturalC - Wire glass will be deleted from the

specs and replaced with fire rated glazing.

90 D. Evans Specifications 08 91 00, 2.2Should a criteria for wind-driven rain performance be added to the

requirements for louvers?Architectural E - Will take under consideration.

91 D. Evans Specifications 09 29 00, 1.2consider requiring certification that products are asbestos free. That

was a recent problem with imported gypsum board.Architectural

C - This requirement will be added to the

spec.


2.1.1, iConsider requiring solution dyeing for better durability. Architectural E - Will take under consideration.

93 D. Evans Specifications 09 68 00, 2.4Suggest limiting moldings to only resilient (vinyl or rubber) for a less

residential appearance and to avoid bending and denting.Architectural

C - Metal moldings at carpet transitions will

be deleted.


09 90 00,

3.11.1

Exterior, Div 5,

A

Recommend avoiding MPI 9 Alkyd for finish coat at exterior use.

Alkyds are no longer the best exterior choice because they chalk and

fade so quickly. Consider substituting aliphatic polyurethane or at least

an acrylic latex

Architectural C


09 90 00,

3.11.1,

Exterior Div 6,

A, 1

Recommend avoiding Alkyd for finish coat at exterior use. Alkyds are

no longer the best exterior choice because they chalk and fade so

quickly. Consider substituting acrylic latex

Architectural C


09 90 00,

3.11.1, Div 5,

Interior, A, 1

Consider a high performance epoxy system for doors and handrails

that experience lots of contact.Architectural D


1.2.2.2

An STC performance is specified. Why specify a minimum weight? Is

"maximum" intended?Architectural

C - Panel weight requirement is not

necessary and weight stated should

probably be a maximum, not minimum.







Comment


Dwg or Page


98 D. Evans Specifications 11 13 11I do not see a truck dock in the drawings, only a lift. Is there really a

requirement for dock levelers and dock bumpers?Architectural

C - Only a lift is being provided. Will delete

the requirements for other products.

99 D. Evans Specifications 11 41 11

is there a requirement for lighting, electrical outlets, humidification?

Will ramps be required? Should shelving be separately specified so

you don't have to pay the room manufacturer's mark-up on the

shelving? Should the controls be remotely monitored and notify in

case of failure?

Architectural

C - Requirements for ramps, lighting,

electrical outlets and remote monitoring will

be added to the specification. There is no

requirement for shelving in these rooms so

that will be deleted.

100 D. Evans Specifications 12 48 13 Drawings don't show the walk-off matts. ArchitecturalC - Walk-off mats are a carpet product.

This section can be deleted.

101 D. Evans Specifications 14 21 23, 2.1.1

Correct the rated speed; for traction it should be at least 150 FPM.

Center opening door would be unusual for a 5,000 LB machine,

Consider substituting hydraulic. They're considerably less expensive

and half the maintenance.

ArchitecturalD 4000 lb elevator will be used. Hydraulic

is not feasible for this building.

102 D. Evans BOD BOD 4.8.3.1In the last review meeting it was stated that exterior walls are non-load-

bearing. Therefore a 2-hour fire rating is not required.Architectural

C - Fire-Resistance Rating Requirement

chart to be updated to indicate exterior

bearing walls are not applicable to this

project.

103 D. Evans BOD BOD 4.8.3.2 Not seeing fire rated lab unit separations on drawing G-002. ArchitecturalC - There are no fire rated lab unit

separations required.

104 O.Trujillo

35% Basis of

Design

Submittal DID

4.6.2

Mechanical does not address comm room cooling requirements as

addressed in section 4.10.5. Mechanical section does not address

any requirements for cooling, humidity control for communications.

These room should have dedicated AC Units (already included) and

recommend back-power. These rooms should alarm through building

management systems when cooling system fail.

Comm

D - IDF telecom rooms indicate 2-ton split

system based on preliminary design of two

racks in each room1 ton per rack. Design

build contractor shall make final equipment

selection based on final programming

requirements.

105 O.Trujillo

35% Basis of

Design

Submittal DID

4.6.3

Typical design loads for communication room heat load is 80W/sq-ft.

Communication racks heat load vary from 1500VA/rack and have

been known to be as high as 17,000VA/rack. Heat loads will not likely

not reach the extreme loads but 20W/sq-ft is too low.

Comm

C - IDF telecom rooms indicate 2-ton split

system based on preliminary design of two

racks in each room1 ton per rack. Design

build contractor shall make final equipment

selection based on final programming

requirements.

106 O.Trujillo Drawings E-302 Does IT room need plywood on one or more perimeter wall? Comm E USDA agreed on one wall for plywood

107 O.Trujillo Drawings E101

Existing Comm room: Existing power does not meet new Comm

standards for power distribution. Recommend upgrading room to new

standards. The DID states the system is to meet new standards.

Typical, wall receptacles 6" AFF, every 6 ft. (BICSI) Dedicated

receptacle for each rack, Receptacles should be marked for

convenience and receptacles and separate from communication

equipment. Refer to TIA-569-B Figure 9

Comm C Will add

108 O.Trujillo Drawings E102, E103Comm HVAC should have a dedicated receptacle sized to support the

specified equipment. (Typical for all IT rooms)Comm

E Yes, but this will be done by DB

contractor.

109 O.Trujillo Drawings E102, E103New comm room power requirements do not meet Comm standards.

Same comment as above.Comm C

110 O.Trujillo Drawings Architectural

Drop ceilings in Comm rooms is not recommended. Recommend an

open ceiling for cable tray access and cable placement, and conduit

routing. Lighting fixture selection should support the open ceiling

concept. Perimeter walls should be built to roof deck if not do so

already. Refer to TIA 569-B section 6.3.5.1.9

CommC Will remove ceiling and revise fixture

type

111 O.Trujillo Drawings E-300

Basement area lacks data drops. Rooms like Security, Electrical

service room, Water service room, wellness rooms, Elevator lobby

and other required data drops. Lab Equipment such as freezers,

Autoclaves, and cold rooms are known to have data drops. Room

Data sheets call for communication drops for many of these rooms.

Comm C







Comment


Dwg or Page


112 O.Trujillo Architectural DID

IT LAN DATA sheets indicates the ceiling is 8f-ft. 8-ft ceiling may be

too low of a ceiling to provide adequate clearance fo DATA Cabinet,

overhead Cable tray system, and lighting. Wall should be installed to

roof deck and room should have open ceiling concept for ease of

cable routing into cable tray system. Refer to TIA 569-B section

6.3.5.1.9. Verify with building owner if comm room should be a 1-hour

rated room. It is a critical room since some of these spaces support

remote buildings. DID section 4.10.9 implies that the room is rated.

This section should be clarified if room is rated or not.

Comm C will review

113 O. Trujillo Drawings E-301/E302

According to the symbol list, only one data drop is being installed with

no voice drop within your floor plan throughout the building. Your

symbol list provides options if the drop is phone only, data only,

combination of, wall/floor/ceiling mount, weather proof, etc. Is the

correct symbol being used for your individual data drops as called out

my DID 3.6 and individual room data sheets? Refer to DID section

4.10.2 third paragraph for additional instruction in data drop

requirements. Correct inconsistencies.

Comm C

114 O. Trujillo Drawings E-301/E302

The DID Section 3.6 defines bullet (11) cable requirements for each

drops in specific areas. Drawings do not accurately reflect the

communication density as specified in DID section 3.6 & 4.10.2 or

individual room data sheets. In addition, Room data sheets and DID

Section 3.6 are in disagreement in what the drop density should be.

Which is correct?

CommC Coordinate A and E on our DID and

Drawings

115 O.Trujillo Specs 26 27 13.10.30Electric meters call for a communication link. Verify a data drop is

available for meter.C

116 O. Trujillo DIDRoom Data

Sheets

Room Data Sheets specify data/voice drop requirements but don/t

match what other sections of DID calls for or what has been placed on

the drawing. Very room data sheets are correct. For example, room

data sheets call for multiple data and voice drops in a freezer room. Is

this correct? Freezers in many cases have data drops installed in

order to track freezer temperature and alarm outputs for freezer

failures.

Comm C

117 O. Trujillo DIDRoom Data

Sheets

Room Data Sheets should show individual room numbers for each

area of the facility. This helps all disciplines ensure each space is

properly designed among all disciplines. At this time, data drops

specified by room data sheets do not match design package data drop

density.

Comm Will review

118 O.Trujillo Drawings E-301

CCTV camera is located on drawings. Will a specification be provided

for this system? DID made no mention of CCTV. A data drop has not

been provided to support a digital camera.

Comm C

119 O.Trujillo Drawings E-001Wire Access symbol is provided in list. None were indicated in floor

plan. Will wireless access ports be provided?Comm

D They are shown on the E300 series

drawings

120 O. Trujillo Drawings E300 to E303

There are several Wireless Access Points (WAP) located throughout

the facility. Will these devices require 120V power source. If so,

electrical floor plans do not reflect this.

Comm E no electrical 120V power is required.

121 O. Trujillo DID 4.9.6Interior lighting for IT room is not specified. IT room should have 500

lux in front and back of IT rack.Comm C

122 O. Trujillo DID 4.9.9

IT Communication room have special grounding requirements as

called out by Telecommunication grounding standard ANSI-J-STD-

607-A Commercial Building Grounding (Earthing) and Bonding

Requirements for Telecommunication. Recommend these

requirements be called out in DID to ensure proper IT grounding.

Comm C


Recommend adding grounding standard ANSI-J-STD-607-A

Commercial Building Grounding (Earthing) and Bonding Requirements

for Telecommunication to this section.

Comm C







Comment


Dwg or Page



Section calls for wall mounted equipment where design package calls

for floor mounted equipment. IT room design package does not

include cable tray system along perimeter walls to support any wall

mounted equipment. Part number referenced in DID is a discontinued

part number and no longer available to support this project. This

section also calls out for 2-4" sleeves between floors to support

stacked IT rooms. There is no mention of wall mounted plywood by

architect or perimeter mounted cable tray for proper routing of

backbone cables.

C

125 O. Trujillo Drawings E300 to E303

IT rooms typically have wall mounted equipment. Cable tray system

as design does not support wall mounted system. DID calls out for 4"

sleeves between floors. This cable tray system as designed do not

provided adequate pathways for backbone cabling.

C backbone conduits shown on E100

series drawings


Section calls for outside plant infrastructure. Drawings do not include

any information concerning outside plant wiring. I assume the outside

plant wiring is work in progress.

C Will delete as outside plant cable is

existing

127 O.Trujillo Specs None provided for Communications C

128 P. Finley

20% Basis of

Design

Submittal

Section 4.5I do not see any applicable codes or standards referenced that this

required for this RFP like 2015 IBC, ARS design manual, etc. Structural C: This will be added to the DID

D : You indicate that you concur but I do not see a reference

section that has been added or a discuss for your "C" code

129 P. Finley

20% Basis of

Design

Submittal

Section 4.5I do not see any seismic criteria or wind criteria specified, this includes

risk category.Structural

E: The structural scope is limited to floor

infills and proposed floor openings where

their design is be driven by gravity loading.

A lateral analysis is not anticipated;

however, should the final design alter a

stuctural element where the demand-

capacity ratio is greater than 10% then an

analysis will be required by the D/B

contractor. Refer to the the ICC-IEBC

Section 807. Reference will be made to

the ICC-IEBC in the BOD.

D : Understand that it is not a new structure but you are

adding new structure and modifying existing. Also, is a

lateral analysis going to be required? See question below

about infill walls.

130 P. Finley

20% Basis of

Design

Submittal

Section 4.5 Is there any specific live loads that are required for this building? Structural E D/B contractor will design infill. C, no comment

131 P. Finley

20% Basis of

Design

Submittal

Section 4.5 Is there any specific live loads that are required for this building? Structural E D/B contractor will design infill. C, no comment

132 P. Finley

20% Basis of

Design

Submittal

Section 4.5.2

Are you sure about the lateral system being moment frames? It has

been my experience that buildings of this era used concrete frame

with infill walls as the lateral system. Generally these infill walls have

been clay tile. A picture on drawing sheet ED-001 shows some clay

tile which would indicate that this may be the case.

Structural

The information provided in the original

structural drawings indicates that the lateral

force resisting system is moment frames.

For example: The beam reinforcement

schedule for second floor beam marked

"B208" shows 6 - 1" square bottom bars at

midspan as well as 6 - 1" square top bars

at each end. This beam has the capacity

of resisting the negative moment in the

rigid frame.

D : You indicate that you concur but I do not see a

discussion about what you are concurring to. I am assuming

that you agree that this building uses infill walls. If that is the

case additional information needs to be added to the BOD.

133 P. Finley

20% Basis of

Design

Submittal

Section 4.5Section 4.8.3.1 states that this building has load bearing walls. Please

coordinate this with the structural section.Structural

C: The BOD is incorrect. This is a concrete

framed structure consisting of columns,

girders and one-way joist and slab system.

We will coordinate in the BOD.


discussion about what you are concurring to. Does this

building use a load bearing wall system as section 4.8.3.1

states or is it a column and beam system as you state?

Coordinate with section 4.8.3.1.

134 P. Finley

20% Basis of

Design

Submittal

Section 4.5.3

and 4.5.5

You indicate structural steel members to be used for the structural

modifications. Why are you dictating the system they should use?

Wouldn't you want this to be up to the contractor engineer.

StructuralC: Agree, this is best left up to the D/B

contractor.

D : You indicate that you concur but I do not see a change to

the BOD or a discussion about what you are concurring to.







Comment


Dwg or Page


135 P. Finley

20% Basis of

Design

Submittal

Section 4.5

I don't see any discussion about physical security criteria per the ISC

standard. Are there anti-terrorism requirements? What is the level of

protection this building requires?

Structural

E: This building and all of the other similar

buildings in the immediate area, as well as

entire facility of the Beltsville Agricultural

Research Center are not protected by

guards or fencing. Changes to the general

arrangement of the security systems for

BARC or lack thereof needs to be a facility

wide analysis and is outside the scope of

this project. USDA has previously reviewed

the limited security arrangements for the

buidling and have concurred.

D : You indicate that you concur but what are you concurring

to? I do not see any discussion about anti-terrorism in the

BOB a discussion of your "C" code. ARS section 1.4.1

states A) "Security design shall be an integral part of the

planning, design, and construction. Appropriate security

design criteria and standards for each project shall be

determined based on a facility-specific risk assessment and

an analysis of all available information on security

considerations, constraints, and tenant needs." B) States

"Security criteria shall focus on detecting, deterring, and

delaying terrorist and criminal attacks through planning,

programming, design, access control, and engineering

measures. The primary goal must be to save lives and

prevent injury, and secondarily to protect ARS buildings,

functions, and assets." C) States "Project-specific security

requirements shall be developed based on the standards and

risk assessment methodology outlined in Physical Security

Criteria for Federal Facilities (PSC) which establishes a

baseline set of physical security measures to be applied to all

Federal facilities and provides a framework for the

customization of security measures to address unique risks

at a facility. The PSC will apply to ALL buildings and facilities

in the United States occupied by Federal employees for

nonmilitary activities, including existing buildings, new

construction or major modernizations; facilities owned, to be

purchased, or leased; stand-alone facilities, Federal

campuses, and, where appropriate, individual facilities on

Federal campuses; and special-use facilities.

136 P. Finley20% Bridging

Drawings

Demolition

Drawings

It appears that most of the existing partition walls are being

demolished. Are they clay tile, if so are you sure they are not infill

walls and are being used for lateral resistance? If they are, something

should be added to the BoD indicating that shear walls are being

removed and that building lateral analysis will be required.

Structural Same response as comment 132.


discussion about what you are concurring to. I am assuming

that you agree that this building uses infill walls. If that is the

case additional information needs to be added to the BOD.

137 R. Anderson BOD 4.8.4.4

BOD indicates audible fire alarm notification will consist of horn type

devices in lieu of speakers. The fire alarm system should be provided

with "voice capability" in accordance with ARS 242.1, section

5.2.3.B.3. Coordinate requirements and modify documents as required

for voice capable system.

Electrical C Will revise to indicate speakers

138 R. Anderson BOD 4.9English and Metric units of measurement are indicated in electrical

sections. Modify sections to indicate English unit of measurement.Electrical C

139 R. Anderson BOD 4.9.4Indicate spare capacity requirements for power distribution equipment

in compliance with ARS 242.1Electrical C

140 R. Anderson BOD 4.9.4

Define in BOD or indicate on drawings where unswitched night light

luminaires vs switched emergency luminaires (with UL 924 relay) are

located.

Electrical C

141 R. Anderson BOD 4.9.6Define requirements for low voltage dimming lighting control through

local wall-mount switch controls or central lighting control system. Electrical C


Indicate how the load shedding operation will be accomplished to lock

out one chiller, cooling tower, and associated pumps from operation

when building is on generator power.

Electrical C Will add additional information

143 R. Anderson BOD 4.9.10Indicate the dual-compartment surface-mount raceway on floor plans

for equipment rooms as referenced in this BOD section.Electrical C Will add







Comment


Dwg or Page



Overhead power outlets for center moveable benches are not shown

on plans. Verify the need for these outlets and indicate on plans where

required.

Electrical C


There is no reference to a site specific risk assessment for security.

Per the ARS 242.1, section 6.2.3.A, the electronic security

requirements shall be based on a facility-specific risk assessment.

Was a risk assessment conducted? If so, are the security system

requirements and layouts provided in accordance with the

assessment?

Electrical USDA is provideing the risk assessment


CCTV video surveillance system not included. Add narrative to define

the general video surveillance requirements and areas of camera

coverage required.

Electrical C

147 R. Anderson BOD 5.0Provide lighting calculations to support fixture selection and layouts

shown on plans.Electrical C

148 R. Anderson Drawings E-100Provide receptacles for power connection to freezers aligned in the

center of Freezer Rm 029.Electrical C

149 R. Anderson Drawings E-101Relocate receptacle in Corridor 137 to opposite wall, off of exterior

wall of prefabricated growth chamber room.C

150 R. Anderson DrawingsE-100, E-101,

E-102, E-103

Receptacles in freezer/equipment rooms alternate between type A

and B receptacle along the equipment walls. Verify the appropriate

receptacle types are provided for freezer rooms. Recommend

combination 120/208 outlets in common backbox with #10 wiring in

several locations to cover future 30A outlet requirements.

Electrical

E We show alternating 120V (20A) and

208V (30A) receptacles in these spaces for

flexibility.


E-103

Indicate power connection at ceiling for service to receptacles at

surface-mount raceway aligned at lab benches located in center of

laboratory spaces.

Electrical C will add for chase to ceiling

152 R. Anderson Drawings E-200

Occupancy sensors are shown on floor plans for IDF and Data

Rooms. Provide timer switches in utility rooms per BOD, section

4.9.6.1.

Electrical C Will revise plans

153 R. Anderson Drawings E-201Provide occupancy sensors in Open Offices 115 and 116; SY Office 1

Rm 119; and Storage Rms 141 and 142Electrical C

154 R. Anderson Drawings E-202Provide occupancy sensors for Culture Rms 213, 218 and 219;

Instrument Labs 215 and 216; DNA Prep 212; and Fecal Rm 223Electrical C

155 R. Anderson Drawings E-203Provide occupancy sensors for Freezer Rm 310, Culture Rms 317,

321, 322; and File/Storage Rm 318Electrical C


Location of wall-mounted timer switches and exit signs above egress

doors are shown in middle of room/area. Relocate devices to show at

doors to Attic space.

Electrical C will revise

157 R. Anderson Drawings E-200 seriesIndicate where daylight harvesting controls are required as referenced

in BOD, section 4.9.6Electrical E Will remove


E-202, E-203

Coordinate and update lighting layouts to prevent conflict with

adjacent walls and structural columns Electrical C


E-202, E-203

Local wall-mounted switches for manual override are not shown for all

rooms with occupancy sensors as indicated in BOD, section 4.9.6.1.

Verify and indicate where manual override controls are required.

Electrical C


E-203

Architectural reflected ceiling plans indicated grid ceiling in IDF and

Data rooms. Coordinate and verify ceiling is not provided in telecom

spaces.

Electrical C


Equipment monitoring outlets not shown for all equipment in Freezer

Rm 010 and 029. Update plans to show the equipment monitoring

outlets required for all Freezer Rms.

Electrical C

162 R. Anderson Drawings E-300 Show security equipment layout in security room 022 ElectricalC Will show security, CCTV, card reader

panels







Comment


Dwg or Page



Card read access is shown for entry to cold room EMFSL2 and not for

cold room EMFSL1. Verify card reader access is required and indicate

coordination with prefabricated room manufacturer as required.

ElectricalC No card readers required for these

rooms

164 R. Anderson Drawings E-301Indicate location of the fire alarm annunciator panel. Location shall be

easily accessible for emergency response personnel.Electrical C

165 R. Anderson Drawings E-301Indicate access control and CCTV camera coverage for exterior door

to Service Entrance Loading-1 Rm 140-1. Electrical C


E-303

Indicate telecom connection at ceiling for service to outlets at surface-

mount raceway aligned at lab benches located in center of laboratory

spaces.

Electrical C

167 R. Anderson Drawings E-300 seriesShow location of the glass break sensors in accordance with BOD

section 4.10.17.3Electrical C

168 R. Anderson Drawings E-300 seriesVerify requirements for card reader access at stairwell doors to control

access to select floor levels.Electrical

E No card readers required for stair

access.


A single dry-type transformer (TDP2) and a distribution panel (DP2) is

feeding the entire facility 208/120V distribution including all laboratory

and administrative loads (with an exception to the FACP load). A

failure of the transformer or primary / secondary feeders to

transformer or to the distribution panel will cause a total facility shut

down. Recommend utilization of two transformers and two distribution

panels to increase system reliability and reduce the possibility of a

total facility shut down.

Electrical

E Will provide cost range for USDA to

decide if this is to be included. It was not

included on building 306.


Single-line indicates "distribution panel DP1" and BOD indicates that

the main service equipment is a switchboard type assembly. Per ARS

242.1, a main distribution panelboard shall be provided for systems

that require service rated from 200A to 600A, and switchboard

assembly for service rated below 2000A. Clarify terminology used for

all power distribution equipment indicated on single-line diagram to

indicate switchboard assembly in accordance with BOD and ARS

242.1.

Electrical C


Single-line diagram indicates the same circuit breaker type for the

main and feeder breakers in the main switchboard DP1. Update the

single-line diagram to reflect the requirements indicated in the BOD

including draw-out type power breaker for the main and fixed-mounted

molded case type for feeder circuit breakers at the main switchboard

DP1.

Electrical C


35KAIC rating shown for distribution panel DP1 but BOD indicates a

minimum of 42KAIC for the main service equipment. Recommend that

exact short circuit ratings are removed and have the design build

team (designer of record) determine these values based on the final

system design.

Electrical C


1200AF/1200AT breaker shown at generator to feed 1600A ATS and

distribution panel. Confirm loads / breaker sizes and update as

required.

Electrical

D The load breakers are correct because

the the normal breaker can serve both

chillers and the emergency breaker only

serves one chiller


Modify meter location indicated in the Metering System Schedule to

show Elec Service Rm 023. Verify electric meter provided is an

advanced/smart metering type as required per ARS 242.1

C

175 R. Anderson Drawings E-602 Include riser diagram for security systems. Electrical C







Comment


Dwg or Page


176 R. Anderson Specifications Div 26

Following specification sections may be required but are missing:

APPARATUS INSPECTION AND TESTING

THREE-PHASE PAD-MOUNTED TRANSFORMERS

DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

LIGHTNING PROTECTION SYSTEM

COMMISSIONING OF ELECTRICAL SYSTEMS

Electrical C

177 R. Anderson Specifications 26 09 13

An extensive power monitoring system has been specified but not

included in BOD. Coordinate and verify the scope of power monitoring

system.

Electrical C

178 R. Anderson Specifications 26 23 00.00 40

ARS 242.1 recommends switchgear for assemblies 2000A and above

with draw-out type devices and switchboard for assemblies below

2000A with fixed individually mounted main and group mounted

branch breakers. Clarify the utilization of switchgear vs. switchboard

and remove reference to switchgear as required.

Electrical C

179 R. Anderson Specifications26 51 00.00 40

and 26 51 19

Two separate interior lighting specifications are included. Consider

removing section 26 51 00.00 40 that includes references to

fluorescent, HID, etc. given that all interior lighting is LED type per

fixture schedule on sheet E-603.

Electrical C

180 R. Anderson Specifications 26 56 00, 2.2.1Lighting source for exterior lighting is indicated as metal-halide type.

Revise specification for LED type in accordance with the BOD.Electrical C

181 R. Anderson Specifications

28 15 00, 28

20 00, 28 31

00, 28 52 11

Part 2 - Products and Part 3 - Execution not included in Div 28

security related specifications. BOD indicates providing an access

control and intrusion detection system. Coordinate and verify scope

for all security systems.

Electrical C

182 C. Lash DID 4.6.2Include IDF rooms in the Design Condition Table (72ºF to 78ºF and

40% RH year round).Mechanical C

183 C. Lash DID 4.6.2 Include 50% RH summer humidity requirement for Office spaces Mechanical C

184 C. Lash DID 4.6.6.1 Remove reference of condenser water, not applicable. Mechanical C

185 C. Lash DID 4.6.2.2 Paragrah 6: Doesn’t appear to be applicable. Mechanical C - shall be removed

186 C. Lash DID 4.6.6.2Paragraph 7: Identify the exhaust air offset for negative laboratories as

"15% more exhaust air than supply air" per ARS 5.4.4 Item BMechanical C

187 C. Lash DID 4.6.6.2 Recommend adding additional main exhaust fan for redundancy Mechanical C Will add redundnacy

188 C. Lash Drawings M-001Recommend adding a general note stating that the design-build

contractor shall adhere to the ARS Facilities Design Standards.Mechanical C - will add note.

189 C. Lash Drawings MD-100Recommend specifying that all existing control devices and wiring

shall be included in the demolition of the equipment.Mechanical C - will updated note

190 C. Lash Drawings MD-104Provide keynotes for major equipment to be demolished similar to

Levels 1 through 3Mechanical

D - General note is provided and major

equipment is labeled.

191 C. Lash Drawings M-100 Provide sizes for duct mains similar to M-101 thru M-103. Mechanical C

192 C. Lash Drawings M-100 Show how mechanical rooms are ventilated or conditioned. Mechanical

C/D - mechanical rooms are ventilated and

conditioned by 100% OA AHU's in

penthouse and VAV/ EAV's are shown in

areas. Will add VAV/EAV in MECH 008

193 C. Lash Drawings M-100Consider ventilation/conditioning of Water Service Room, Electric

Service Room and Fire Pump Room.Mechanical C

194 C. Lash Drawings M-100Recommend to add to the end of General Note 1 (typ.): "with a 10%

safety factor for heating and cooling"Mechanical C

195 C. Lash Drawings M-100 General Note 3 and drawing note 3 are redundant. Mechanical C

196 C. Lash Drawings M-101For offices (typical), consider balancing dampers on return/exhaust

ducts instead of EAV boxes for cost savings.Mechanical

Most office areas are controlled by 1 vav

per 2 to 3 offices. Design intent is clear for

35%. VAVs can be further minimized

through VE efforts through 100% design

documents.







Comment


Dwg or Page


197 C. Lash Drawings M-102 Multiple exhaust air valves (EAV) misslabeled as "VAV" Mechanical C - will update

198 C. Lash Drawings M-103 Multiple exhaust air valves (EAV) misslabeled as "VAV" Mechanical C - will update

199 C. Lash Drawings M-701Consider adding a general note stating that return air shown serves

the office spaces only.Mechanical C - will provide note

200 C. Lash Drawings M-702 Exhaust air serving the basement not shown on diagram. Mechanical C - will updated schematic

201 C. Lash Drawings M-703

Consider combining the two CHS risers and two CHR risers (4 total)

into a single riser for each (2 total) due to close proximity for cost

savings.

Mechanical C - Will consider.

202 C. Lash Drawings M-705 Designate the multiple autoclaves on the diagram for clarity. Mechanical C - will indicate autoclaves on Riser.

203 C. Lash Drawings General

Include preliminary control strategy narrative for each major

equipment and process (laboratory pressurization) per ARS 35%

design submittal requirements

Mechanical C- Will provide

204 C. Lash Specifications GeneralRecommend adding the ARS Facilities Design Standards as a

governing documentMechanical C

205 C. LashSpecifications

23.00.002.10.12 Remove item C if not permitted. Mechanical C


23.00.002.15.1 Remove reference to condenser water Mechanical C


23.00.003.2.6 Remove if not in scope. Mechanical C


23.05.482.2 Remove equipment that are not in scope Mechanical C


23.05.933.4.3.4 Remove if not in scope. Mechanical W


23.09.23.13.201.4 Item a: Identify control scope Mechanical C


23.81.00.00.202.3 Remove if not in scope. Mechanical

C - will modify section to eliminate

equipment not in scope.

212 Ziegler Drawings P-100Indicates 2 recirculating pumps. Redundancy is not typically a

requirement of recirculation.Plumbing E- Will use one pump on each system. Y (CZ)

213 Ziegler Drawings P-1006" domestic water main coming in, but changes to 3" after the BFP.

Per civil dwgs, this is a new service, so size the line as required.Plumbing

C - Will verfiy building line size

requirements

N (CZ) D- Line size of 4" for DCW is shown with a separate

8" fire service.

214 Ziegler Drawings P-100

There is no seperation (BFP, double check valves, etc…) between

domestic water and lab use water. However, there is separate

distribution to feed the laboratories. Confirm with users that this is

acceptable. Good practice and NIH guidelines require RPZ's on lab

use water.

Plumbing C Y (CZ)

215 Ziegler Drawings P-102Does the autoclave have any special requirements (RO water, high

domestic water flow for cooling/vacuum pump).Plumbing C will confirm.

N (CZ) D- RO, vacuum, Steam and domestic water is

provided in the building with distribution risers shown. Design

build contractor shall determine if any special requirements

are required for autoclaves for final design.

216 Ziegler Drawings P-200 Will invert elevations be provided at points of connection? Plumbing E No Y (CZ)

217 Ziegler DrawingsP-200 series/

P-901

Sinks/toilets are indicated and tagged. Suggest floor drain and floor

cleanout locations also be provided for quantity take-offs.Plumbing C

N (CZ) D- with "N" comment. Floor drains and floor sinks

are shown in mechanical room areas, restrooms and

autocalve rooms throughout the building.


P-901

Emergency showers are indicated in the DID pg 24 paragraph 4.3.1,

but none are shown or scheduled in the drawings.Plumbing

C Emergency showers and floor drains for

shower will be shown in each lab.Y (CZ)

219 Ziegler Drawings GeneralSuggest providing isometrics or simple one line diagrams which are

useful in describing the intent of the plumbing system.Plumbing

D - intent is shown on drawings with

plubming risers and mains. Y (CZ)


Suggest including descriptions in the schedules as to what type of

fixtures are to be provided, (ie, stainless steel sink with goosneck

faucet and wrist blades).

Plumbing C N (CZ) E - final selection of faucets and fixtures shall be

provided by design build contractor.







Comment


Dwg or Page



Suggest more information in the domestic water heater schedule, or

include in descirption. Are these instantaneous water heaters, gas

fired, electric, steam, etc…

Plumbing C N (CZ) - C Will provide

222 Ziegler Drawings P-901 Indicate if the air compressor is screw or reciprocating. Plumbing C Y (CZ)


Verify hot water calculations. The water heater indicates 8GPM flow

each. The total hot water fixture unit count is around 70, which

equates to 35GPM from the plumbing code. Assuming these are

instantaneous heaters, the capacity is insufficient. Consider semi

instantaneous or storage type water heaters since there are no

showers.

Plumbing CN (CZ) - Calculations are verifed, water heater schedule shall

be updated. Will reflect on final submission.

224 Ziegler Drawings/DID P-901/4.3.1

Lab air compressor is scheduled but location is not indicated on

drawings. Verify requirements as DID pg23 paragraph 4.3.1 states

"there is no need for a central compressed air system." Also repeated

in DID pg41 paragraph 4.7.6.

PlumbingC System was mis labeled on drawings.

Vacuum system will be provided.N (CZ) C- DID shall be modified to remove compressed air.

225 Ziegler Drawings P-sereis

Are there any water softening requirements? There is a specification

section for it but no space or schedule is included in the drrawings. A

central RO system is indicated in the DID and specifications which will

rerquire a softened water input.

PlumbingC - RODI system required and will be

shown on next submissionY (CZ)

226 Ziegler Drawings P-sereisCentral purified water is listed in DID pg 24 paragraph 4.3.1 and 4.7.8,

but none is indicated on the drawings.Plumbing

C - RODI system required and will be

shown on next submissionY (CZ)

227 Ziegler Drawings P-sereisCentral vacuum is listed in DID pg 23 paragraph 4.3.1 and 4.7.7, but

none is indicated on the drawings.Plumbing

C -Vacuum system was mislabed as air

system. Vacuum will be shown correctly on

next submission.

Y (CZ)

228 Ziegler Drawings P-sereis

There is a specification section for Laboratory Chemical Waste and

Vent Piping. There is no indication of such piping on the drawings.

Verify if this is even required. If required, then acid neutralizations

system may also need to be considered.

Plumbing C - Will verify. N (CZ)

229 Ziegler Drawings P-204The VTR's indicated are not in the flat part of the roof per the DID, pg

17, paragraph 4.1.5.Plumbing C - will relocate.

N (CZ) - Vents were relocated to flat roof; however, are not

showing up on P2.04. Will adjust drawing for final

submission.

230 Ziegler Drawings C-001, C-201

The civil dwgs are oriented with the North arrow pointing plan left. All

other drawings are oriented with plan arrow pointing plan right. This

leads to some confusion during coordination backchecks.

General

D - Reorienting the civil drawings will

require additional sheets or viewports to

capture the fire water from B306.

Y (CZ)

231 Ziegler Drawings P-200, C-201The civil dwgs indicate a single sewer connection. Plumbing drawing

indicates 2 connections. This needs to be coordinated.Plumbing C - This will be updated/coordinated. Y (CZ)

232 Ziegler Drawings P-100, C-201

The civil dwgs indicate a natural gas connection. Plumbing does not

indicate any natural gas distribution. Verify if natural gas is required,

and show distribution main within building.

PlumbingC - Gas is not required and will be

removed from C-201.Y (CZ)

233 Ziegler Drawings P-100, P-200.5No showers are indicated in rooms 002 and 003 per the architectural

dwgs and DID pg20 paragraph 4.2.5.Plumbing C - will provide shower designations Y (CZ)

234 Ziegler Drawings A-100, P-100There is no Janitors closet on the basement floor per DID pg20

paragraph 4.2.7.Planning C N (CZ)

235 Ziegler Drawings P-sereisCO2 distribution is listed in DID pg 23 paragraph 4.3.1, but none is

indicated on the drawings.Planning C - Will provide Y (CZ)

236 Ziegler DID AppendicesProvide central equipment sizing calculations (hot water, vacuum,

softener, RO, Gas, CO2). Plumbing By design engineer Y (CZ)

237 Ziegler Specifications GeneralNot reviewed in detail as the specs do not appear to have been edited

specific to this project yet.Plumbing C - Will update N (CZ) C - Will verify for final submission.

238 Ziegler (previous) Drawings P-102

Does the autoclave have any special requirements (RO water, high

domestic water flow for cooling/vacuum pump). C will confirm. Has

this been confirmed, nothing indicated on drawings.

Plumbing

E - RO, vacuum, Steam and domestic

water is provided in the building with

distribution risers shown. Design build

contractor shall determine if any special

requirements are required for autoclaves

for final design.


Suggest including descriptions in the schedules as to what type of

fixtures are to be provided, (ie, stainless steel sink with goosneck

faucet and wrist blades).

Plumbing

E - final selection of faucets and fixtures

shall be provided by design build

contractor.







Comment


Dwg or Page



Suggest more information in the domestic water heater schedule, or

include in descirption. Are these instantaneous water heaters, gas

fired, electric, steam, etc…

Plumbing

C - Calculations are verifed, water heater

schedule shall be updated. Will reflect on

final submission.


Verify hot water calculations. The water heater indicates 8GPM flow

each. The total hot water fixture unit count is around 70, which

equates to 35GPM from the plumbing code. Assuming these are

instantaneous heaters, the capacity is insufficient. Consider semi

instantaneous or storage type water heaters since there are no

showers.

Plumbing

C - Calculations are verifed, water heater

schedule shall be updated. Will reflect on

final submission.


Does the autoclave have any special requirements (RO water, high

domestic water flow for cooling/vacuum pump). C will confirm. Has

this been confirmed, nothing indicated on drawings.

Plumbing

E - RO, vacuum, Steam and domestic

water is provided in the building with

distribution risers shown. Design build

contractor shall determine if any special

requirements are required for autoclaves

for final design.

243 Ziegler (previous)Specification

Drawings

22 66 53,

P-sereis

There is a specification section for Laboratory Chemical Waste and

Vent Piping. There is no indication of such piping on the drawings.

Verify if this is even required. If required, then separate distribution

system si required, and potential acid neutralizations system may also

need to be considered.

Plumbing

E - discuss in meeting. Is chemical waste

piping required based on type of research

conducted?

244 Ziegler (previous) Drawings A-100, P-100There is no Janitors closet on the basement floor per DID pg20

paragraph 4.2.7.Planning

C -Janitor closet shown between Wellness

and Mens 003. Will provide P-9 fixture,

floor drain and exhaust as required on final

submission.

245 Ziegler Drawings P-100Keynote '1' indicates 3" domestic water main coming in, but notes on

plan indicate 4".Plumbing C - will update note


There is an industrial water and domestic water backflow preventer. It

appears the industrial water serves the laboratories, and the domestic

water serves the potable fixtures. However, there is no designation of

different piping downstream of the backflow preventers. Suggest a

different terminology for the industrial/laboratory water (ICW or LCW

instead of DCW).

Plumbing C


The backflow preventers are labelled "REDUCED PUMP BACKFLOW

PREVENTER". I believe PUMP should read PRESSURE,

"REDUCED PRESSURE BACKFLOW PREVENTER"

Plumbing C


Notes 4,5,6,7 indicate water feeds to various equipment. These

takeoffs are before the building backflow preventer. These feeds

should come after one of the backflow preventers.

Plumbing

E - Discussion in meeting was that there

was 55 psig water service. Some

autoclaves are calling for 50-70 psig water

on 3rd floor. Currently scientist are having

issues with Autoclaves running with 45

psig in other buildings. RMF to investigate

if a booster pump is required. Architect to

determine the exact PSIG needed for

Autoclaves being specified.


P-901

Floor drains are shown in restrooms and a couple other locations. As

a minimum, additional floor drains should be shown for emergency

showers, and mechanical rooms.

PlumbingD- Floor drains are not being installed for

emergency showers.


There is no redundancy in the backflow preventers. This is against

good practice for these types of buildings. Verify with the owner this is

acceptable.

PlumbingD - Redundant backflow preventers not

required.

251 Ziegler Drawings P-204The venting mains and VTR's previously indicated have been deleted.

These should be shown.Plumbing

C - REVIT error. Vents will be shown in flat

roof.







Comment


Dwg or Page


252 Ziegler Drawings P-901 There is no schedule for water purification system. Plumbing

C - RO system is shown in mechanical

room. Equipment shall be selected and

scheduled by design build contractor based

on final programming requirements.

253 Ziegler Specification 22 00 00 "Kitchen sinks" are listed under fixtures. This should be changed to

laboratory sinks.Plumbing

D - Break room 130 has a kitchen sink

labeled P-7.

254 Ziegler Specification 22 00 00 "Pool water puimp safety vacuum release system" is listed under

fixtures. Believe this should be deleted.Plumbing C

255 Ziegler Specification 22 00 00 "Drinking Water Coolers" is listed under fixtures. None are shown or

scheduled on the drawings..Plumbing C

256 Ziegler Specification 22 07 19

Jacketing lists aluminimum and PVC. Is this planned to be used

anywhere, and if so specify where (ie. mechanical rooms where piping

is less than 8' AFF).

Plumbing C - Will verify.

257 Ziegler Specification 22 07 19Jacketing does not include "Glass Cloth", but is listed for insulation for

hot and cold piping.Plumbing C - Will verify.


Specification for sump pumps, but none are shown on the drawings or

schedules. If they are required then indicate where and for what

service.

PlumbingC - Sump pump shall be added to

specifications


Specification for sump pumps, but none are shown on the drawings or

schedules. If they are required then indicate where and clarify where

the distribution is to.

PlumbingC - Sump pump shall be added to

specifications


Specification for water softeners, but none are shown on the drawings

or schedules. These take up a lot of space and if required should be

shown on the drawings.

Plumbing C


Specification title is for water softeners, but within are brief

components about reverse osmosis water. The central RO system

should have it's own specification and not be part of the water softener

spec..

Plumbing C


Paragraph 2.2.b.1 is supposped to be a sub heading for reverse

osmosis system, but includes a description of hot and cold water

mixing valves..

Plumbing C


Paragraph 2.2.b.1 is supposped to be a sub heading for reverse

osmosis system, but includes a description of hot and cold water

mixing valves..

Plumbing C

264 Ziegler BOD 4.7.1Describes domestic water provided from existing water line serving

the building, however the drawings indicate a "New" water service.Plumbing C - will coordinate document.

265 Ziegler BOD 4.7.1Gravity sewer described as connecting to existing sewer line exiting

the building, however the drawings indicate a "New" sewer service.Plumbing C - will coordinate document.

266 Ziegler BOD 4.7.1Indicates lab fixtures piped to acid waste and vent system, and a

neutralization tank. None of this is shown on the drawings..Plumbing

E - to discuss in meeting if required based

on research conducted.

267 Ziegler BOD 4.7.2Indicates instantaneous water heaters plus storage. This is not what is

shown on the drawings.Plumbing C - will coordinate document.

268 Ziegler BOD 4.7.? CO2 is shown on the drawings, but not described in the BOD. Plumbing C - CO@ shall be added to BOD.

269 Henry Hays BOD 2, 3Covrer says "Basis of Design" but Para 2.1 and elsewhere say

this is a Design Intent Document. Need to be consistentC - will update to DID

270 Henry Hays BOD 6 2.4 HAZMAT report is not just asbestos. C - will update 271 Henry Hays BOD 8 Remove column specific to APDL C

272 Henry Hays BOD 14

Note that there are exceptions to Para 3.6 General Needs and

Concepts. One chiller is not on emergency power, one SY

does not have a window.

C

273 Henry Hays BODPage 17 and

throughout

The word, "should" is used but the real requirment is "shall".

Exisitng windows, for example, "shall" anot "should' be

removed and replaced.

C - Will modify

274 Henry Hays BOD 23 para 4.2.13Note lab doors also have a 1 foot leaf. Does this conflict with

how stated in this para? (see 4.3.1 page 25)

C Will review and update to ensure all

type of doors are included.







Comment


Dwg or Page


275 Henry Hays BOD 25We have stated that one lab per floor meets UFAS (good). Do

we say rest of the building needs to meet it?C - Will verify


Mention certification requirements for fune hoods and BSCs.

Also, should the title of this paragraph be "Fume Hoods and

Biological Safety Cabinets"?

C

277 Henry Hays BOD 35 Carrier HAP program is proprietary. Why sole source?

E - Carrier HAP is program RMF uses

for loads and energy modeling. Will

add "or equal" to the wording.

278 Henry Hays BOD 374.6.4 note that office and conference room air is recirculated to

AHUs.C - Will update DID.

279 Henry Hays BOD 404.6.6.6: Need listing of Energy policy, executive orders, etc. to

be followed.

C Look into PRD for a list that may be

required. Put statement in the DID to

direct the contractor to do this.

280 Henry Hays BOD HAZMAT

Need to include a section on HAZMAT and identify scope. Can

Design-Builder rely soley on RMF's HAZMAT report? Or do we

expect them to do their own? Provide summary of what was

found in RMF's survey.

C Discuss

281 Henry Hays BODNeed to have a section on Government Furnished, Contractor

relocate and installed equipement.

C One autoclave from USDA will be

provided. Info will be added info in the

DID

282 Henry Hays BOD

Have section on approach to commissioning. That is, the

Goverenment will hire a commissioing agent (which will be

RMF, but RMF's name should not be meantioned). Also

correct the commissioing spec that has the contractor hire the

commissioing specialist.

C

283 Henry Hays BOD 7Reference the ARS space standard the charts were derived

from.C Rich?

284 Henry Hays BOD 37State the standards that the ventilation rates are based on

(ARS 242.1, etc.)C

285 Henry Hays BOD 39 State that the admin space air is recirculated C


Mention the internal redundancy of the AHUs (I think it was

discussed that there would be dual fans and that one fan could

run if the other is down).

C

287 Henry Hays BOD 40 Fume hood air is not part of the energy recovery C

288 Henry Hays BOD 39/40What redundancy is there for general exhaust and fume hood

exhaust

C - Will add 2 redundant exhaust fans

on the manifolded system. Will add a

redundant fan for Prechloric Acid FH

and Radioisotope FH.

289 Henry Hays BOD 40Where is the BAS monitored from? Local only are also sent to

main BARC location?

BAS, fire alarm, and freezers will be

monitored at building 014. Security will

be monitored at building 047.

290 Henry Hays BOD 50State that critical systems (BAS, security, Life Safety, stc0 will

have Local UPS provided by the DB contracotr

C Most will already have battery, but

anything without will be indicated for

DB contractor to provide UPS.

291 Henry Hays BODWhat sole source items do we need to point out in the BOD

and solicitaion?

Lenel, Siemens, and future autodialer

for the fire alarm system292 Henry Hays BOD 58 State that Lenel is a sole source requirement C293 Henry Hays BOD 59 Add waivers to this section after they have been approved. C - will modify294 Henry Hays DWGS All EPM's last name is spelled "HAYS" C - will modify

295 Henry Hays BOD 6Para 2.4 Are any building or site as-built drawings available to

the bidders? If not, we can so state.

C - We need to check. We have been

relying on 306 as-builts.

296 Henry Hays DWGS A-101A"Fill in slab to create vault below" - Will this vault be a confined

space? If so, need to discuss.C We will fill in the area.







Comment


Dwg or Page


297 Henry Hays DWGS A-102

Why only one urinal in MENs Room? Apears to be enough

room for two. Room for fourth stall in WOMENS? Typical for all

floors.

D Lockers are in that area

298 Henry Hays DWGS M101 etc If Siemens is a sole source this needs to be stated in the BOD C

299 Henry Hays DWGS M-104Appears not to have redundancy in exhaust fans, both general

exhaust and fume hoods.

C - Will add 2 redundant exhaust fans

on the manifolded system. Will add a

redundant fan for Prechloric Acid FH

and Radioisotope FH.

300 Henry Hays General

Make sure we are clear on what equipemt is customer

furnished and what is contracotr furnished. Floor mounted free

standing freezers by customer, growth chambers, cold

rooms/freezer rooms, fume hoods, BSCs, autoclaves by

contractor?

C

301 Henry Hays Specs 11 53 00Low Flow Fume hoods are not allowed. State this also in the

BODC

302 Henry Hays DWGSWhere is the Govt Furnished Contractor relocated/Installed

equipment

C Autoclave shall be relocated from

BLDG 200.

303 Henry Hays Specs TOCProvide a complete table of contents in both volumes. But

label what is in Volume 1 and what is in Volume 2 C- Will provide

304 Henry Hays Specs TOC Volume 2 listing of spec sections is incomplete. C- Will update TOC

305 Henry HaysHAZMAT

Report

I understand that the lead paint content was under actionable

levels. Great news! Would like to understand how that is

possible given the age of the facility.

Not unusual since it is a percentage of

lead in the total paint system. It is

present but not in quantities to worry

about.

306 Henry Hays SpecsTotal Building Commissioing is listed in the TOC but is missing

in the volume 1C

307 Henry Hays SpecsSummary of

Work

Note that ARS 242.1 also references the codes and standards

that must be followed.C

308 Henry HaysSummary of

Work

Energy code: Make sure all the energy/sustainability

documents listed in RMF's PRD sre included (P&P 134.2-ARS,

Bulletin 15-134.2-ARS, smart meters, water conservation,

EPACT 2005, etc. - See the PRD)

C

309 Henry Hays SpecsWork

Restrictions

Need to identify normal allowable work hours Monday through

Friday. Discuss at meetingC Angie will have in the specs

310 Henry Hays SpecsWork

RestrictionsAny BARC requirements such as hot work permits? No.

311 Henry Hays SpecsVolume 2 specs have header saying they are the 20% design

submissionC- will update to bridging docs

312 Henry Hays

EPACT 2005 energy analysis has not been provided. See

PRD page 10 para 5.2H. Also items in Para 5.4 such as the

Energy Model Report, A-E checklist, submittal register,

Design/Construction time estimate, Exhaust plume analysis.

discuss with Stefan

313 Theresa Marth 307 35% BOD 25I strongly support that each BSL-2 lab door to have electronic

controlled accessC

314 Theresa Marth 307 35% BOD 25 should state "a chemical or biological spill kit…" C

315 Theresa Marth 307 35% BOD 27

There is not ARS Manual 230 (it should be updated for Manual

160, and now under 37. ARS Ventilation and Laboratory

Chemical Fume Hood Standards)

C

316 Theresa Marth 307 35% BOD 36 missing degrees symbols C Wwill update

317 Theresa Marth 307 35% BOD 39Is this designed so that fume hoods really need to be in

operation 24/7?Yes







Comment


Dwg or Page



States that "Floor drains will be installed in all toilet rooms,

trash room, janitor closets, and mechanical equipment rooms,

and below emergency showers in the laboratories" Is this

accurate?

E - Discuss in meeting. Agree with all

except for Emergency shower.

Confirmed team is not adding floor

drains for emergency showers.


"The system will also detect whether a door has been

held open longer than normal. The time period for door is

adjustable." Normal should be defined, or reworded to clarify

(i.e. a normal time period is defined by the location

requirements and is adjustable).

C

320 Theresa Marth 307 35% BOD 79 Misspelling of word space in adjecency section C - will update321 Theresa Marth 307 35% BOD 108 Does not have quantity marked for sink(s) C- will update322 Theresa Marth 307 35% BOD 157 Misspelling of word cryostat C - Will modify323 Theresa Marth 307 35% BOD 184 Darkroom. Confirming this is not a rad room (?). No

324 Theresa Marth

307 35%

Bridging

Documents_

PDF Set.pdf

3rd Floor

Plan

The autoclave room 340 is close to office space, is this going

to impact the office space (i.e. odor, noise, traffic)?D C Will change

325 Theresa Marth

307 35%

Bridging

Documents_

PDF Set.pdf

3rd Floor

Plan

Is the wall between office rooms 342 and 345 necessary? I

think the cooridor should be open. Whoever will be in 345 has

a higher risk of being traped in a fire.

D C Will change

326 Theresa Marth

307 35%

Bridging

Documents_

PDF Set.pdf

2nd Floor

PlanSame as above for office rooms 239 and 240. D D Leave as is.

327 Theresa Marth

307 35%

Bridging

Documents_

PDF Set.pdf

All Laboratory sinks will be foot petal operated? C Add foot pedals in EFSML area.

328 Theresa Marth

307 35%

Bridging

Documents_

PDF Set.pdf

AllThere are no built-in chemical (flammable, corrosive, etc.)

storage cabinets within the labs?

A typical fume hood will have chemical

storage.

329 Lou Weber 4.10.5

Delete Hubbell 36” rack and Hubbell swing gate replace with

Standard 84” high, 19” wide telecom rack to be mounted to the

floor, submit brand type to gov’t for approval.

C

330 Lou Weber 4.10.5Delete Panduit brand and replace with government approved

brand for patch panels for both voice and data.C

331 Lou Weber 4.10.5Make cabling Category 6 plenum rated for all horizontal cabling

runs both voice and data.C

332 Lou Weber 4.10.11Delete Panduit brand name and insert brand to be approved by

the governmentC

333 Lou Weber

I noticed that each room is scheduled to receive two voice and

two data cables per room location. I am wondering if this is

enough in areas where multiple technicians may sit such as is

the setup in bldg. 306.

C

334 Dan Thessen 35% Basis of Designp.58/4.10.17.3

The section on intrusion detection system does not reference

the fact that this system must tie in and be integrated with the

Lenel ePACS network. The alarm panels are correctly identified

as being "Bosch" but again there is no reference to the

requirement that IDS be integrated into the Lenel ePACS

network and be added to the BARC segment of ePACS.

C







Comment


Dwg or Page


334 Dan Thessen 35% Basis of Designp. 59

There is no reference to or a dedicated sction that covers the

requirement of installing CCTV as part of the scope of this

renovation project. The CCTV system will be a standalone

system that is to be recorded directly onto a network video

recorder that will be housed in the Security Room located in the

basement of B-307. Each building perimeter door (4) must

have a fixed camera located inside at each perimeter door

viewing each door. A fixed camera also needs to be installed

viewing the door to the Security Room, IT Server Room and

telecom room doors. All cameras shall be tied into the network

video recorder and connected, along with the access control

and intrusion detection systems, to the building's emergency

generator for back-up power capability.

C

United States Department of Agriculture/Agriculture Research Service

Renovation of Building 307 BARC

RMF Engineering, Inc.RMF No. 115421.F0

11/3/2017 Client Meeting Page 1 of 2

CLIENT MEETINGDate: 10/18/2017

Organizer: Kenton Balenske Subject: MODERNIZATION OF BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC) BUILDING 307 AG-32SD-C-15-0012 35% Review Meeting

Location: USDA BLDG 307 Beltsville Time: 10/18/2017 - 9:00 AMAttendees: [email protected], [email protected], [email protected],

[email protected], Henry Hayes (USDA/Agriculture Research Service), [email protected], [email protected], [email protected], [email protected], [email protected], Angela Wingert (USDA/Agriculture Research Service)

CC:Project Notices:

MEETING MINUTESActual Start Date: 10/18/2017 9:00 AM

MinutesThe purpose of the meeting was to review the comments generated from the prefinal bridging documents. The following items were discussed in addition to the spreadsheet with the majority of the comments:

1. There was a discussion of the security requirements for the project. Dan Thessen and David Johnson represented USDA agreed that typical security requirements for a Federal facility would not be applicable to this site at this time as part of this project. USDA is in the beginning discussions of a future project to address the security requirements of the 300 Series area. For this project we will include building access requirements but not exterior requirements. Also since this is an existing building no bomb blast requirements will be required. The windows will have film installed to lessen glass fragment dispersion.

2. A note should be added to require a certified Lenel technician to install the security system. Conduit and junction boxes can be installed by an electrician.

3. The written document to be part of the bidding documents to the contractors will be referred to as the Design Intent Document (DID), not BOD. All text shall be written to impart that the information in the document is a directive and not optional.

4. Add a list of standards to the DID. A good start for the list is in the PRD. Make sure all reports are listed.

5. Add run around heat recovery to the plans.6. Proprietary items include Lenel for security, Siemens for the BAS, and an autodialer

for fire make and model still to be determined. 7. The hole at the north end of the building where the existing access lift is located will

be filled with dirt and abandoned.8. Develop a list of design requirements.9. Provide a cost for adding a second low voltage transformer and associated

United States Department of Agriculture/Agriculture Research Service

Renovation of Building 307 BARC

RMF Engineering, Inc.RMF No. 115421.F0

11/3/2017 Client Meeting Page 2 of 2

distribution panel/wiring.10.Review the domestic water pressure to determine if it meets needs for the building

especially the autoclaves. If not add a domestic booster pump. Current static pressure in the basement of 306 is 55 psi.

11.Provide a proposal to complete the EA.12.Addition of redundant exhaust fans for main manifolded exhaust, pre-chloric acid and

radioisotope FH exhaust.13.Addition of new louvers on North and South end of 307 for attic ventilation.14.Add Baseline narratives for major system controls.15.Investigate using balancing dampers in lieu of terminal units for office areas.16.Addition of floor sinks at all ice machines. Addition of floor drains in all Janitor

closets.17.Existing Autoclave shall be relocated from BLDG 200 to BLDG 307.18.Architect to re-work Corridor area around 340, 343 and 344 for relocation of

Autoclave.19.All EMFSL labs shall have foot pedals at lab sinks.20.USDA to verify if any work is required to be done in existing Verizon room.

These minutes are a summary and the writer's interpretation of the proceeding and are not a transcript. Any changes or clarifications shall be forwarded to the writer within five (5) days of issue. Unless changes are forwarded, we must assume that all participants are in basic agreement with the above minutes and they will be recorded in the official record.

Date post:	22-Mar-2020
Category:	Documents
Upload:	others
View:	1 times
Download:	0 times