architects + planners, s.c. · architects + planners, s.c. architectural and engineering planning...

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Architectural and Engineering Planning Services for:

Boebel Hall Phase 2Pre-design Study

University of Wisconsin, Platteville

DSF Project No. 11F2X

May 11, 2012

holistic • expressive • personal • committed • contextual • client-centric • diversified • award-winning • creative • precise

UW Platteville Boebel Hall, Phase 2 - Preplanning DSF No. 11F2x

3/23/2012 Table of Context - Page 1

TABLE OF CONTENT CHAPTER 1

A. Executive Summary B. Existing Building Information C. Review of Phase1 Renovation D. Code Review

CHAPTER 2

A. Space Utilization and Demand Analysis CHAPTER 3

A. Programming and Space Analysis B. Space Program C. Conceptual Floor Plans

CHAPTER 4

A. Existing Building Survey and Renovation Recommendation B. Budget Recommendation C. Phasing Recommendations

CHAPTER 5

A. Room Data Sheets Appendix:

1. Meeting Minutes 2. Presentations 3. Space Questionnaires completed by faculty 4. Preliminary Floor Plans 5. Floor Plans showing room usage 6. Herbarium floor loading check


5/11/2012 Chapter 1 - Page 1

1A - EXECUTIVE SUMMARY Continuum Architects + Planners were contracted by the State of Wisconsin, Department of Administration, and Division of State Facilities to complete the following Preprogramming Study for the Phase 2 renovation of Boebel Hall on the University of Wisconsin – Platteville campus. Planning Team The planning team consists of the following:

State of Wisconsin

Kevin Trinastic Project Manager

Division of State Facilities (DSF)

Maura Donnelly

Senior Architect

UW System - Capital Planning & Budget

University of Wisconsin, Platteville

Wayne Weber

Dean

College of Business, Industry, Life Sciences and Agriculture

Jeff Huebschman

Chair

Department of Biology and Associate Professor

Kristopher Wright

Associate Professor

Department of Biology

Gloria Stuckey

Lab Manager

Department of Biology

Elmo Rawling

Associate Professor,

Dep't of Social Sciences Geography/Geology

Doug Stephens

Senior Planner

Campus Planning

Peter Davis

Director of Facilities Management

Physical Plant

Peter Nemmetz

Buildings and Grounds Superintendant – Architectural


5/11/2012 Chapter 1 - Page 2

Consultants

Architectural Ursula Twombly Principal in Charge, Project Manager Continuum Architects + Planners, S.C. 228 S. 1st Street, Suite 301 Milwaukee, Wisconsin 53204

Facility Programming and Consulting

Jack Joyce Principal in Charge, Space Programming Facility Programming and Consulting Frost Bank Tower 100 West Houston Street, Suite 1100 San Antonio, TX 78205

Stacey Guney Senior Planner

Bryan Sibille Lab Planner

Mechanical, Electrical, Plumbing and Fire Protection Consulting

Tim Wendt Director of Mechanical Engineering

Arnold & O'Sheridan, Inc. - Brookfield 4125 N. 124th Street Brookfield, WI 53005

Ragozin Irina Director of Electrical Engineering


5/11/2012 Chapter 1 - Page 3

Background Boebel Hall is the primary science building on the UW Platteville campus; it currently houses the Department of Biology, BILSA and the Department of Social Sciences Geography/Geology part of Liberal Arts and Education as well as a number of classrooms used primarily by the mathematics department and other departments of LAE. The ten-year trend (1998-2008) saw growth at UW-Platteville of 46%, among the highest enrollment growth in the UW-System. Future planned growth is a part of the UW System’s “Growth Agenda for Wisconsin” and calls for an increase from the 2009 headcount of 7,845 to a 2025 headcount of 10,000. In 2008 Continuum Architects + Planners completed a Programming and Conceptual Planning Study for the renovation of Boebel Hall. Since the building is fully occupied, the planning study recommended a phased approach to complete the renovation of Boebel Hall. Phase 1 was to renovate the first floor and a part of the basement, while Phase 2 would renovate the 2nd and 3rd floors. The first phase, completed in 2011, renovated approximately 50% of the first floor, replacing eight classrooms with 4 modern teaching labs: two for General Biology, and one each for Ecology and Zoology, along with a field equipment room and necessary prep spaces. These spaces have been well received, and have greatly increased the faculty’s ability to effectively teach modern science A campus-wide space utilization analysis and a space projection study based on the Growth Agenda was started in 2009 and completed in 2010. The space utilization and space projection study reviewed all academic spaces and faculty offices. The study is a conceptual framework for the physical development of the UW-Platteville campus for the next 20 years. The study was followed by a campus master plan (DSF No 10F1F) and was completed in 2011. The intent of Boebel Hall Phase 2 is to continue with the renovation and modernization effort through the second and third floors of the building. The existing labs are original, constructed in the 1970s, the labs are generally poorly sized and inadequately equipped, with inadequate prep and support space, inadequate ventilation, and tired, worn finishes. This programming effort will define the needed spaces based on discussions with faculty and an analysis of classroom and laboratory utilization, provide preliminary sketches of how these new spaces might be accommodated in the building, and provide detailed room requirements for all of the major new spaces. The phase 2 renovation is important to provide for increased enrollment as defined in UW-Platteville’s Growth Agenda.

Planning Approach The study was conducted in 3 steps 1. Reviewed the classroom and class lab space utilization, based on the latest fall 2011 enrollment, to

inform and justify space needs.

2. Interviewed faculty of both Geography/Geology and Biology to determine space needs and space sharing for both departments. This resulted in a draft space program and detailed room data sheets, and block diagrams.

3. Developed conceptual floor plans, and construction cost estimate.


5/11/2012 Chapter 1 - Page 4

Conclusion The 2011 Classroom Demand Analysis illustrates that there is a campus-wide surplus of classrooms affording Boebel Hall to renovate the classroom spaces into class labs, research labs, support spaces, and larger classrooms. Currently, there are 17 laboratories and 12 classrooms in Boebel Hall and all of the labs and classrooms, with the exception of the phase 1 renovated spaces on the first floor, are in varying degrees of disrepair and dysfunction. The existing labs are inadequate for teaching modern science due to their age and condition. In addition to modernizing the labs, the project will provide the following benefits: • Repurpose poorly used space. • Consolidate all of labs to Boebel Hall (The cadaver lab is currently housed in Russell Hall) • Add needed research space. • Increase and improve prep space. • Resize some labs to a size appropriate for 24 students. Although the class labs are labeled with specific class names they are designed to be interchangeable and to be used as teaching labs for multiple disciplines to optimize the value of these improvements across departments and schools in the best interest of as many students as can be accommodated. They are all approximately the same size; all have fixed casework and sinks along the perimeter of the room, most have moveable student lab tables, and one fume hood. Adjacent prep/support rooms are similarly sized, have perimeter fixed casework, and many of them have a fume hood. Additional equipment that makes the prep room specific to a program is typically moveable.


5/11/2012 Chapter 1 - Page 5

1B - EXISTING BUILDING INFORMATION Boebel Hall is the primary science education building on the Platteville campus, housing teaching labs and support spaces for the Biology Department and the Geology/Geography Department. In addition, the building contains a significant number of general assignment classrooms. The 4 small classrooms on the first floor are primarily used by the Mathematics Department; the remaining classrooms are “assigned” to LAE. Although Biology is the most significant user of the building, lectures are held primarily in Ullrich, Russell, and Ullsvik. The faculty offices are located in Gardner Hall which is accessible via a second floor skywalk. The first phase, completed in 2011, renovated the first floor, replacing 8 classrooms (approximately 2,700 asf) with 4 modern teaching labs: two for general biology, and one each for Ecology and Zoology, along with a field equipment room and necessary prep spaces. These spaces have been well received, and have greatly increased the faculty’s ability to effectively teach modern science. The remaining second and third floors labs are original, constructed in the 1970s. The labs are generally poorly sized and inadequately equipped, with inadequate prep and support space, inadequate ventilation, and tired, worn finishes Boebel Hall is 69,013 GSF / 47,451 ASF in size and is 3 stories tall with a small 4th floor mechanical penthouse and a basement. It was constructed in1977 and has had no major renovation work done on its mechanical infrastructure although minor interior modification have been made over the years to accommodate changing programmatic needs. The floor assignments currently in use are as follows:

Basement (15,683 GSF): Mechanical space, physical plant storage, and departmental storage.

First Floor (15,154 GSF): Phase 1 renovated 9,000SF into 4 class labs and respective support spaces. Four small classrooms, one GIS class lab and a lobby were not renovated.

Second Floor (18,078 GSF): Lab and classroom spaces for the Biology Department and the Geology/Geography Department.

Third Floor (18,248 GSF): Lab and classroom spaces for the Biology Department and the

Geology/Geography Department and a greenhouse

Fourth Floor Penthouse (1,850 GSF): Mechanical space.

The intent of Phase 2 is to continue renovating the second and third floors to the same quality level as the first floor. Currently, there are 17 laboratories and 12 classrooms in Boebel Hall. Phase 2 identifies that no additional labs will be added. The outdated existing labs and spaces in the building will be replaced with new class labs, support spaces, undergraduate research labs and three classrooms. After the Phase 2 renovation including the infill areas the gross square feet per floor will be as follows:

• Basement area to be renovated is 1,140GSF

• First Floor area to be renovated is 8,850GSF includes south expansion and new entries

• Second Floor area to be renovated is 18,100GSF includes infill area and new entry

• Third Floor area to be renovated is 18,225GSF

• Fourth Floor Penthouse (1,850 GSF): Mechanical space.


5/11/2012 Chapter 1 - Page 6

1C - REVIEW OF PHASE 1 RENOVATION The first phase, completed in 2011, renovated the first floor to 4 modern teaching labs and support spaces. Overall the faculty likes teaching in these new labs, they are efficient, provide adequate teaching technology and sufficient storage space. The support spaces also double as minimal research spaces and faculty report that they are working surprisingly well. The microscope cabinets do not fit as many microscopes as promised because of the midlevel, fixed shelf. Unfortunately all of the tall microscope cabinets have the midlevel fixed shelf for stability. The flooring in the class labs was changed from sheet vinyl to vinyl composition tile (cost substitution) and the floor shows permanent dimpling from the feet of the lab tables. Janitor closet – move sink to the front so it is easier to refill the scrubber. Also need more shelving. The space continues to require HVAC adjustments at times there is a 20 degree temperature differential between the rooms and the humidity appears to be set too high. Although faculty likes the snorkel hoods, they are quite noisy.


5/11/2012 Chapter 1 - Page 7

1D - CODE SUMMARY Building General Information The building has 5 floor levels as follows:

Basement 15,685 GSF First Floor 17,850 GSF Second Floor 18,100 GSF

Third Floor 18,225 GSF Fourth Floor (mechanical penthouse 1,850 GSF

Total 73,710 GSF

The height from ground floor grade to top of the third floor slab is approx 27’-4” (highest occupied floor level). The height from ground floor grade to top of the mechanical penthouse is approx 49’-8”. The height from ground floor grade to top of the mechanical penthouse floor slab is approx 40’-8”. The height from ground floor grade to top of the building parapet is approx 41’-0”. The building is construction type 1B and is constructed of cast-in-place concrete. The building is partially sprinkled -first floor phase 1 renovation area only. UBoebel Hall Renovation Phase 2 Code Considerations This code review is intended only to look at the big picture items that would have a major impact on the design decisions made during the programming or conceptual design phase. As the design process moves forward, additional, more in-depth code review will be required, especially if basic assumptions regarding square footage, number of stories, construction type, etc are revised. Applicable codes:

International Building Code (2009) Wisconsin Administrative Code SPS 361 - 366 ICC A 117.1 International Existing Building Code (2009) International Energy Conservation Code (2009) International Mechanical Code (2009)

International Plumbing Code (2009) International Fuel Gas Code (2009) U(IBC) 304, Occupancy Classification:U The renovation/addition will be a Type B - Business

Occupancy.

U(IEBC) 405, Alteration – Level 3: U Work area to exceed 50% of building area. U(IBC) 508.2.5, Incidental Use Areas:U The following spaces will be considered as Incidental Use

Areas and will require separation from other spaces as follows: Furnace room (>4000,000 btu/hr input) – (1) Hour or automatic fire-extinguishing system Boiler rooms (>15 psi & 10 hp) – (1) Hour or automatic fire-extinguishing system Refrigerant machinery rooms – (1) Hour or automatic fire-extinguishing system Storage rooms – (1) Hour or automatic fire-extinguishing system


5/11/2012 Chapter 1 - Page 8

U(IBC) 403, High Rise Buildings:U It is not expected that the addition will be considered a High Rise

Building as the highest occupied floor level is not greater then 75’ above the lowest level of fire department vehicle access.

U(IBC) 503, General Area and Height Limitations:U Given the assumed total square footage of

72,013sf / 3 floors & basement & Penthouse = approx 18,003 sf per floor and a building height of 49’-8” the building is within the allowable limitations.

U(IBC) 601, Fire-resistance ratings for building elements: Primary structural frame & connections – (2) hrs Exterior bearing walls – (2) hrs Interior bearing walls – (2) hrs Exterior non-bearing walls – (1) hr up to 30 ft. fire separation distance Floors & secondary members– (2) hrs Roof & secondary members– (1)hrs

U(IBC) Table 602, Fire Resistance Rating of Exterior Walls:U All exterior walls located closer then 30’

from another building on the same property line or an interior lot line are required to be constructed of 1 hour fire rated construction and have opening limitations per Table 704.8.

U(IBC) Table 705.8, Maximum Area of Exterior Wall Openings:U Openings in exterior walls less then

30’ from another building on the same property line or an interior lot line have varying degrees of limitations based on distance. As the design develops this issue will need to be reviewed in greater detail.

U(IBC) Table 705.8.1, Maximum Area of Exterior Wall Openings at First Floor:U Openings in first floor

exterior walls are unlimited provided they are facing a street or public access area greater then 30’ in width with posted 20’ fire lane.

U (IBC) 708.4, Shaft Enclosure Fire Ratings:U Shaft enclosures including fire exit stair enclosures are

to be constructed of 2 hr fire rated construction if connecting 4 levels or more and 1 hour if connecting 3 levels or less.

U(IBC) 903, Fire Sprinklers:U Given the B occupancy fire sprinkler system is not required. The entire

building will be sprinklered however to increase allowable exit width capacities in the existing stairwells.

U(IBC) 903, Fire Alarm & Detection Systems:U An automatic fire alarm and smoke detection system

will be required. U(IBC) 1004, Design Occupant Load:U Total design Occupant load shall be calculated based on the

actual occupant load that the labs and classrooms are designed for per the space program plus the following:

Prep rooms – 1 person per 50 net sf

Occupant load based on the conceptual plans: Basement program spaces & existing

Occupant load = 59 2 exits = 30 occ/exit Minimum required stair width = 9” / Actual stair width = 52” Minimum required component width = 6” / Actual component width = 40”

First floor program spaces:


5/11/2012 Chapter 1 - Page 9

Occupant load = 444 5 exits = 89 occ/exit Minimum required stair width = 27” / Actual stair width = 52” Minimum required component width = 18” / Actual component width = 40” (@ stair to bsmnt

exit) Second floor program spaces:

Occupant load = 353 4 exits = 89 occ/exit Minimum required stair width = 27” / Actual stair width = 52” Minimum required component width = 18” / Actual component width = 40”

Third Floor program spaces Occupant load = 338 2 exits = 169 occ/exit Minimum required stair width = 51” / Actual stair width = 52” Minimum required component width = 34” / Actual component width = 40”

Fourth Floor Mechanical Penthouse: Occupant load = 4

Total = 1,198 total occupancy U(IBC) 1016,1, Exit Access Travel Distance:U For sprinklered Business Occupancy = 300’.

(IBC Table 1018.1) Corridor Fire Resistance Rating: No rating required if building is fully sprinklered.

U(IBC) 1014.3 Common Path of Egress Travel:U Shall not exceed 100’ in sprinklered building.

U(IEBC) 705.6 Dead-end corridors: U50’ max if fully sprinklered.

(IBC) 1022, Vertical exit enclosures: Connecting 4 floors shall be (2) hour fire rated. (2) hr rating is

also required if shaft penetrates floor with (2) hr rating. (IBC) 2902.1, Minimum Number of Plumbing Fixtures: Based on an occupant load of 1,071 as noted

above the following is required (this number may be able to be reduced if statistical data can be provided on real occupant loads):

1,198 x 50% = 599 male and 599 female Water closest women = 599 x 1/65 = 9 Water closets men = 599 x 1/125 = 5 (up to 2/3 may be urinals) Lavatories men & women = 599x 1/200 = 3 each Drinking Fountains = 1,198 x 1/500 = 3 1108.2.1 requires a unisex toilet room. These fixtures are included in above numbers.

Note: These numbers may be reduced up to 50% if the Owner can provide documentation confirming actual occupancy totals lower then calculated totals. Max travel distance to fixtures is 500’. Fixtures are not required on every floor but must be located at lease on the adjacent floor above or below.


5/11/2012 Chapter 2 - Page 1

2A – SPACE UTILIZATION AND DEMAND ANALYSIS The classroom and class lab utilization and demand analysis are based on updated scheduling and census information from the 2011 Fall enrollment. This data builds on previous utilization studies and demand projections especially the Campus Space Utilization Study (DSF No. 08J2K) completed in Fall of 2010. Classroom Utilization

Classroom Utilization - Fall 2011 Enrollment

Total Required

Room Periods

Maximum Room

Capacity

Total required Rooms

Available Rooms

Campus-wide

Deficit or Surplus

Section Total

Size Sections

001 - 013 85 212 20 7 0 (7) *1

014 - 027 531 1,455 40 42 54 12 028 - 040 362 979 55 28 25 (3) *1

041 - 053 76 208 70 6 12 6 054 - 068 30 89 90 3 3 0 069 - 088 3 9 110 1 0 (1) 089 - 131 17 32 150 1 1 0 132 - 174 2 6 200 1 0 (1) 175 - 196 0 0 225 0 0 0

TOTALS 1,106 2,990 89.0 95.0 6.0

*1 Section can be taught in the next classroom size up The table above illustrates that the campus has an overall surplus of six classrooms. It also points to a deficit of seven classrooms with a maximum room capacity of 20. This deficit is masked by the oversupply of twelve classrooms in the 21-40 capacity size. Courses that would normally required the capacity 1-20 sized rooms are being accommodated in the larger 21-40 capacity rooms. There is a remaining surplus of five classrooms in the 21-40 capacity size. Similarly, three capacity 56-70 classrooms cover the deficit of the 41-55 capacity classrooms. There still remains a surplus of three 41-55 capacity classrooms. The remaining deficit of two classrooms is accounted for by one 91-110 capacity classroom and one 151-200 capacity classroom.


5/11/2012 Chapter 2 - Page 2

Classroom Utilization - after Boebel Hall, Phase 2 Renovation There are currently twelve classrooms in Boebel Hall, seven of which are 21-40 capacity classrooms and five of which are 56-70 capacity classrooms. Therefore, from a campus-wide 2011 classroom demand and supply perspective, there is availability for five of the 21-40 classrooms and three of the 56-70 classrooms to be repurposed in Boebel Hall without having an effect on the campus-wide classroom space needs. The 2011 Classroom Demand Analysis illustrates; if the enrollment is held constant and after Boebel Hall Phase 2 renovation is started, there will be a campus-wide deficit of three classrooms. Two of these classroom are large classrooms with seating capacity of 110 and up. It is interesting to note, that currently Biology lectures do not utilize many Boebel Hall classrooms. The 2011 data showed that there are 44 Periods/Week of Biology lectures occurring in Boebel Hall classrooms while there are 379 Periods/Week of other departmental lectures occurring in Boebel Hall classrooms.

Classroom Utilization - Fall 2011 Enrollment - after Boebel Hall Renovation

Total Required

Room Periods

Maximum Room

Capacity

Total required Rooms

Available Rooms

Room Loss due to Boebel Phase 2

Renovation

Room Gain due to Boebel Phase 2

Renovation

Campus-wide

Deficit or Surplus

Section Total

Size Sections 001 - 013 85 212 20 7 0 (7) *1

014 - 027 531 1,455 40 42 54 (7) 5 028 - 040 362 979 55 28 25 (2) 2 (3) *1

041 - 053 76 208 70 6 12 (3) 1 4 054 - 068 30 89 90 3 3 0 069 - 088 3 9 110 1 0 (1) 089 - 131 17 32 150 1 1 0 132 - 174 2 6 200 1 0 (1) 175 - 196 0 0 225 0 0 0

TOTALS 1,106 2,990 89.0 95.0 (12) 3.0 (3)

*1 Section can be taught in the next classroom size up


5/11/2012 Chapter 2 - Page 3

Classroom Utilization - after Boebel Hall, Phase 2 Renovation and with adjustment toward larger section sizes Throughout this preprogramming study, the biology, geography/geology faculty have stressed that lectures are currently given in section sizes of 24 students whereas they would prefer to lecture in 48 or 62 student section size if classroom space would be available. Boebel Hall has 2 larger sized classrooms (217 and 221) but most of the courses taught were non-biology courses. For Fall 2011, classroom 217 with a seating capacity of 50 was used 41 hrs/wk, with a seat fill rate ranging from 26% to 82% and classroom 221, with a seating capacity of 61, was used 29 hrs/wk, with a seat fill rate ranging from 18% to 98%. The following table illustrates a campus wide shift from small to larger section size lectures.

Classroom Utilization - Fall 2011 Enrollment - after Boebel Hall Renovation With adjustment toward larger section sizes

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001 - 013 85 212 1.00 212 20 7 0 (7) *1

014 - 027 531 1,455 0.90 1,310 40 38 54 (7) 9 028 - 040 362 979 0.90 881 55 26 25 (2) 2 (1) *1

041 - 053 76 208 1.10 229 70 7 12 (3) 1 3 054 - 068 30 89 1.10 98 90 3 3 0 069 - 088 3 9 1.00 9 110 1 0 (1) 089 - 131 17 32 1.00 32 150 1 1 0 132 - 174 2 6 1.00 6 200 1 0 (1) 175 - 196 0 0 1.00 0 225 0 0 0

0 TOTALS 1,106 2,990 2,776 84.0 95.0 2.0

*1 Section can be taught in the next classroom size up


5/11/2012 Chapter 2 - Page 4

Projected Classroom Demand Analysis – Future Headcount of 10,000 and beyond The demand analysis is based on 2010 Campus Space Utilization Study and additional interpretation of growth without increasing section sizes. Grossing up the projections into future headcount of 10,000 and beyond illustrates the need of additional classrooms as the student body increases.

Year 2011

Headcount 8000

Current Number Rooms

Year 2015

Headcount 9466

Rooms Needed

Year 2017

Headcount 9835

Rooms Needed

Year 2019

Headcount 10204

Rooms Needed

Year 2021

Headcount 10573

Rooms Needed

Year 2023

Headcount 10942

Rooms Needed

Year 2025

Headcount 11312

Rooms Needed

Section

Size

001 - 013 0 1 1 2 2 2 2 014 - 027 47 51 53 55 57 58 60 028 - 040 25 36 38 39 41 42 43 041 - 053 10 9 9 10 10 10 11 054 - 068 3 3 3 4 4 4 4 069 - 088 0 1 1 2 2 2 2 089 - 131 1 2 2 3 3 3 3 132 - 174 0 1 1 2 2 2 2 175 - 196 0 0 0 0 0 0 0

TOTALS 86 *1 104 108 117 121 123 127

*1 classroom count includes reduction due to Boebel Hall renovation. Chart provided by UW Platteville As of Spring 2012 the campus still runs two scheduling software programs parallel and has not made the full switch to Ad Astra software. In addition the campus is still struggling with having “ownership of classrooms” instead of treating all classrooms as General Assignment Classroom. A conversation with the Deans from all of the colleges led to an agreement to treat all classrooms as General Assigned Classrooms and to continue working toward the goal of scheduling classrooms at their full capacity.


5/11/2012 Chapter 2 - Page 5

Class Lab Utilization The A/E team struggled with the proper FICM classification of the class labs. Prior to the Phase 1 renovation the Facility Inventory showed a total of 13 class labs. After the renovation and addition of 4 class labs the Facility Inventory showed a total of 17 class labs. However what specific rooms are considered class labs is not consistent between the FICMA data and the actual use. The 2010 Inventory lists room 227 as a classroom although it is being used and scheduled as a class lab, room 315, the Herbarium is listed as a class lab although it should be listed as class lab support. Also, room 306 and 318 are not listed as class labs although that is clearly how they are being currently used. Based on these differences you may find some inconsistencies in the tables below and actual use. For the analysis we used the 2010 data as it was received from UW Platteville. Overall, the highest utilization of labs in Boebel Hall are the recently renovated General Biology labs located on the first floor. However, none of the class labs in Boebel Hall currently meet the UW System target of 24 periods/week, illustrating that there is future scheduling capacity. Boebel Hall Class Lab Utilization

Room 2009

Pds/wk 2010

Pds/wk 2011

Pds/wk ASF Description

2011 2011 Current

Fill Sections Room

Utilization Room

Capacity BOE 109 0.0 *1 5 19 918 Zoology Lab 10 54.29% 24 59.43% BOE 111 0.0 *1 27 15 1,027 General Biology Lab 5 42.86% 24 79.17% BOE 115 0.0 *1 9 21 1,010 General Biology Lab 7 60% 24 66.07% BOE 127 0.0 *1 9 10 1,009 Ecology Lab 6 28.57% 24 57.08% BOE 201 0.0 *1 14 14 875 Geography Lab 7 40% 24 68.45% BOE 205 44.4 10 8 902 Geology Lab 4 22.86% 28 77.68% BOE 223 41.9 16 14 895 Geography GIS Lab 7 40% 24 69.05% BOE 227 4 1002 Geography BOE 301 37.8 18 18 1,072 General Biology Lab 6 51.43% 30 67.22% BOE 307 19.3 17 13 1,083 Bacti-Microbiology Lab 5 37.14% 24 89.74% BOE 309 13.8 9 9 1,025 General Botany Lab 3 25.71% 30 71.11% BOE 313 12.2 12 11 877 Advanced Botany Lab 4 31.43% 20 72.27% BOE 318 16 1080 Biology Lab BOE 319 19.4 4 0 478 Animal Care Experiment 0 22 BOE 321 6.6 12 0 846 Advanced Zoology Lab 0 20 BOE 323 3.3 0 3 535 Aquarium 1 8.57% 15 93.33% BOE 325 31 9 12 1,003 General Zoology Lab 4 34.29% 30 64.17%

*1 Labs were offline during construction during 2009. Currently, there are 109 Periods/Week of Biology labs occurring in Boebel Hall labs. In addition, there are 33 Periods/Week of Biology lectures scheduled in these class labs. Most biology labs are taught in a studio style where short lecture and labs are combined in the same session.

Class lab 319 and 321 where not used as teaching labs during the fall of 2011, the rooms are not high tech labs, they were used for lab practical exams, for A&P class study space and research for the FBI class projects


5/11/2012 Chapter 2 - Page 6

Demand Analysis The table below illustrates the current breakdown of how credit hours are distributed across the BILSA departments.

The growth agenda numbers were used to project the number of lecture and lab semester credit hours to be offered by Biology. The table below illustrates 9% growth in Biology Lab Credit Hours by 2016 and 32% growth in Biology Lab Credit Hours by 2025.

69 5277

100

189

64 69 44

10976

32 66

122 124

3778

0

50

100

150

200

BILSA - Departmental Credit Hours

Lecture Credit Hours Lab Credit Hours

Dept 2011 % 2012 2013 2014 2015 2016 2017 2018 2019 2020 2025ACCTING 0 0% 0 0 0 0 0 0 0 0 0 0AGINDUS 32 7% 33 33 34 35 36 37 37 38 39 42

AGSCI 66 14% 67 68 70 72 74 75 77 79 81 87BIOLOGY 122 27% 125 126 129 133 137 139 143 147 150 161

BUSADMIN 0 0% 0 0 0 0 0 0 0 0 0 0CHEMSTRY 124 27% 127 128 131 136 139 142 145 149 153 164

COMMNCTN 37 8% 38 38 39 40 42 42 43 44 46 49ECONOMIC 0 0% 0 0 0 0 0 0 0 0 0 0INDUSTDY 78 17% 80 81 83 85 88 89 91 94 96 103

SPEECH 0 0% 0 0 0 0 0 0 0 0 0 0ALL BILSA 459 100% 469 475 486 502 516 524 537 551 566 607

BILSA Lab Credit Hours Projections


5/11/2012 Chapter 2 - Page 7

The table below translates the above projections for future Biology sections as they relate to the growth agenda and projects future utilization of the current and labs. It is assumed that Biology courses will continue to be held as studio style lecture/labs. Demand Analysis – Biology Class Labs

Room No Biology Lab

Biology Lecture

Total 2015 2020 2025 Exceed min 24

hrs/week hrs/week 2011 hrs/week hrs/week hrs/week hrs/week BOE 109 6.5 14.3 20.8 21.75 24.6 27.5 X

BOE 111 16.5 0 16.5 17.4 19.6 21.8

BOE 115 23.2 0 23.2 24.4 27.5 30.6 X

BOE 127 2.2 10,3 12.5 13.07 14.8 16.5

BOE 301 19.8 0 19.8 20.9 23.5 26.1 X

BOE 307 14.2 0 14.2 15 16.9 18.7

BOE 309 9.9 0 9.9 10.4 11.8 13.1

BOE 313 3.3 8.5 11.8 12.34 14.0 15.6

BOE 318 17.2 1 18.2 19 21.5 24 X

BOE 325 13.2 0 13.2 13.9 15.7 17.4

RUSS 117 5.5 0 5.5 5.7 6.5 7.27

Based on these projections 2 class labs will begin exceeding the UW System target of 24 periods/week utilization by 2020 and 2 more by the year 2025. Based on these observations the program recommends adding 2 additional class labs from the current 11 to 13 class labs in order to provide sufficient space and scheduling flexibility.

Conclusion The utilization study shows that, given the projected growth of the programs in Boebel Hall, additional class labs will be needed by approximately 2020 if growth continues as planned. There are 17 laboratories in the building, and the proposed program includes the same number of labs. These labs will continue to be underutilized until 2018-2020 when the student population reaches the projected growth. Regarding classrooms, the existing 12 classrooms, which primarily serve a number of departments other than the Biology and Geography/Geology should be replaced with three new classrooms. These will be distributed on the three floors, and will have a minimum capacity of 48 students, which is more appropriate for preferred teaching styles and helps correct the shortage of 41-55 capacity classrooms identified in the Classroom Demand Analysis.


5/11//2012 Chapter 3 - Page 1

3A – PROGRAMMING ISSUES AND APPROACH Co-location of Biology and Geography/Geology The Campus Space Utilization Study and the Masterplan both suggested that Boebel Hall become a Biology building only and that Geography/Geology which is part of LAE be relocated to a new academic building. However, the faculty explained the anomaly of Geography/Geology to be part of LAE, department of Social Sciences. Geography/Geology has more physical similarities and potential for collaboration with Biology then with the rest of Social Sciences. We should not assume that Geography/Geology should be co-located with Social Sciences just because there are part of the same department and school. The faculty argued, why build a small amount of wet labs with their respective high infrastructure cost in a new academic building that will be 90% classrooms and faculty offices. The argument that both Biology and Geography/Geology require similar wet labs for teaching and research and should be co-located made sense to the committee and the study proceeded in that manner. Faculty Offices The 2011 Masterplan recommends the eventual demolition of Gardner Hall. This building currently houses the majority of the biology and geography/geology faculty and staff and is connected to Boebel Hall via a 2nd floor skywalk. Faculty is very concerned that after Gardner is demolished, that their offices may be on the other side of campus. They asked that faculty offices be moved into Boebel Hall. Unfortunately there is not sufficient space to accommodate the teaching space and faculty offices. The decision was reached that faculty offices will remain at Gardner Hall, a new academic building and the demolition of Gardner Hall is a number of years away. A solution for the exact location of faculty offices is deferred to a future point in time. Research Space Applied research and fee for service are becoming more important aspects in Geography and in Biology. Research is encouraged by the University and provides important hands-on learning for the students. The faculty from Geography submitted a document called “Strategic and Business Plan for a Tree-Ring, Earth and Environmental Sciences Laboratory (TREES)”. (See appendix). This business plan addresses growth of research and fee for services to be provided to the larger scientific and business community. We incorporated three large research areas, one that is designed for the needs of the “TREES” research and two that are more generic and can be fully furnished once the specific research has been established.


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5/11//2012 Chapter 3 - Page 3

3B – SPACE SUMMARIES The summaries include a variety of information as follows:

• Department: The department assigned to the space as primary user. • Room Number: The number assigned to the space. • Space Type: The classification of the space, eg. Lab, Classroom, etc. • Space Name: The name assigned to the space. • No. of Spaces: The quantity of this particular space included in the planning study. • ASF per Space: The amount of “Assignable Square Footage” allocated for the space. • Total ASF: The total amount of “Assignable Square Footage” assigned to this space. • FICM Code: Space Code per (FICM) Facility Inventory and Classification Manual • Floor Location: The floor location chosen for the particular space. • Notes:

There are 3 different versions of the space summary included. All 3 contain the exact same programmatic data, but the different versions allow the data to be viewed in various summations. They are as follows:

• By Floor: This version represents and totals the programmatic space data by the building floor location to which it has been assigned.

• By Department: This version represents and totals the programmatic space data by the primary departmental assignments

• By Space Type: This version represents and totals the programmatic space data by space types.


5/11//2012 Chapter 3 - Page 4

Space program by floor assignment:

Department Room No.

Space Type

Space No. of Spaces

ASF Total ASF FICM Code

Floor Assign't

Notes

Biology 15A SUPP Live Animal Facility Specimen Rooms 3 @ 80sf 240 570 BBiology 15B SUPP Live Animal Cleaning and Disposal 1 @ 120sf 120 575 B

Biology 15C SUPP Live Animal Bedding and Food Storage 1 @ 70sf 70 575 B

Biology 15D SUPP Live Animal Necropsy Room 1 @ 120sf 120 570 BBiology 15E SUPP Live Animal Work Space 1 @ 180sf 180 570 BGeology/Geography 28B SUPP Geology Rock Saw Room 1 @ 300sf 300 250 B

Basement - Subtotal 1,030Biology 02A LAB Foundation Lab (24) 2 @ 1,000sf 2,000 210 1Biology 02B LAB Foundation Lab Prep 1 @ 300sf 300 215 1

General 35B CLASS Classroom (62 1 @ 1,550sf 1,550 110 1 25 SF each - tables, chairs

General 36A CLASS Collaboration Space 1 @ 580sf 580 1General 36B CLASS Collaborative Research 1 @ 580sf 580 1General 36C CLASS Collaboration & Study Space 1 @ 560sf 560 1Biology PHASE 1LAB General Bio Lab (25) 2 @ 1,000sf 2,000 210 1Biology PHASE 1LAB Ecology Lab (25) 1 @ 1,000sf 1,000 210 1Biology PHASE 1LAB Zoology Lab (25) 1 @ 1,000sf 1,000 210 1Biology PHASE 1SUPP Prep/Research Room (General Bio) 1 @ 300sf 300 215 1Biology PHASE 1SUPP Ecology Prep/Research 1 @ 300sf 300 215 1Biology PHASE 1SUPP Zoology Specimen Storage 1 @ 120sf 120 215 1Biology PHASE 1SUPP Zoology Specimen Storage 1 @ 220sf 220 215 1Biology PHASE 1SUPP Zoology Prep/Research 1 @ 300sf 300 215 1Biology PHASE 1SUPP Shared Equipment Room 1 @ 180sf 180 215 1Biology PHASE 1SUPP Bio/Geog/Geol Field Equip Storage 1 @ 850sf 850 215 1Biology PHASE 1GEN Receiving Area 1 @ 200sf 200 755 1

First Floor - Subtotal 12,040General 19A LAB Bio/Geo/Geo Computer Lab (30) 1 @ 1,000sf 1,000 220 2Geology/Geography 25A LAB Physical Geography Labs (25) 2 @ 1,000sf 2,000 210 2Geology/Geography 25B SUPP Shared Prep for Physical Geography 1 @ 300sf 300 215 2Geology/Geography 28A LAB Geology Lab (25) 1 @ 1,000sf 1,000 210 2Geology/Geography 28C SUPP Geology Prep & Storage 1 @ 300sf 300 215 2Geology/Geography 29A LAB Geography Research Lab 2 @ 1,200sf 2,400 250 2 Research Lab

Geology/Geography 29B LAB Geography Res. - Microscopy Room 3 @ 80sf 240 250 2 Research Lab

Geology/Geography 29C LAB Geography Res. - Sediment Analysis 1 @ 300sf 300 250 2 Research Lab

Geology/Geography 29D LAB Geography Res. - Core Processing 1 @ 200sf 200 250 2 Research Lab

Geology/Geography 29E LAB Geography Res. - Wet Chemistry Lab 1 @ 280sf 280 250 2 Research Lab

Geology/Geography 29F SUPP Geography & Geology Storage Area 1 @ 700sf 700 255 2Geology/Geography 30A LAB GIS Lab (24) 1 @ 1,400sf 1,400 210 2Geology/Geography 30B LAB GIS Research Lab 1 @ 300sf 300 250 2

General 35A CLASS Classroom (48) 1 @ 1,200sf 1200 110 2 25 SF each - tables, chairs

Biology 14A LAB Biology Research 1 @ 900sf 900 250 2 Research Lab

Biology 14B LAB Biology Research - Biology Cell Culture

1 @ 280sf 280 250 2 Research Lab

Biology 14C LAB Biology Research - Dedicated Lab 1 @ 280sf 280 250 2 Research Lab

Second Floor - Subtotal 13,080


5/11//2012 Chapter 3 - Page 5

Space program by floor assignment continued:

Department Room No.

Space Type

Space No. of Spaces


Floor Assign't

Notes

Biology 03A LAB Anatomy and Physiology Lab (24) 2 @ 1,000sf 2,000 210 3

Biology 03B SUPP Shared Prep for Anatomy and Physiology 1 @ 300sf 300 215 3

Biology 03C SUPP Cadaver Instruction and Storage 1 @ 800sf 800 215 3Biology 04A LAB Microbiology Lab 1 @ 1,000sf 1,000 210 3

Biology 04B SUPP Prep for Microbiology (some research) 1 @ 500sf 500 215 3

Biology 05A LAB Molecular Biology and Cell Biology Lab 1 @ 1,000sf 1,000 210 3

Biology 05B SUPP Prep for Molecular Biology & Cell Biology 1 @ 400sf 400 215 3

Biology 05C SUPP Cell Culture Facility 1 @ 250sf 250 215 3

Biology 06A LAB Advanced Anatomy and Physiology Lab (24) 1 @ 1,000sf 1,000 210 3

Biology 06B SUPP Advanced Anatomy/Physiology Prep 1 @ 300sf 300 215 3Biology 09A LAB Botany Lab (24) 1 @ 1,000sf 1,000 210 3

Biology 09B SUPP Shared Botany Lab Prep and Specimen Storage 1 @ 400sf 400 215 3

Biology 10A LAB Advanced Botany Lab (24) 1 @ 1,000sf 1,000 210 3Biology 11A SUPP Central Storage & Prep 1 @ 600sf 600 215 3Biology 12A SUPP Chemical Storage 1 @ 400sf 400 215 3

Biology 13A SUPP Greenhouse - Entry/Workspace/Head House 1 @ 100sf 100 580 3

Biology 13B SUPP Greenhouse - Storage 1 @ 50sf 50 580 3Biology 13C SUPP Greenhouse - Dessert Plants 1 @ 300sf 300 580 3Biology 13D SUPP Greenhouse - Tropical Plants 1 @ 300sf 300 580 3

General 35A Classroom (48) 1 @ 1,200sf 1200 110 3 25 SF each - tables, chairs

Third Floor - Subtotal 12,900

Total 39,050


5/11//2012 Chapter 3 - Page 6

Space program by departmental assignment:

Department Room No. Space Type

Space No. of ASF Total ASF

FICM Code

Floor Notes

Biology 02A LAB Foundation Lab (24) 2 @ 1,000sf 2,000 210 1Biology 02B LAB Foundation Lab Prep 1 @ 300sf 300 215 1Biology 03A LAB Anatomy and Physiology Lab (24) 2 @ 1,000sf 2,000 210 3Biology 03B SUPP Shared Prep for Anatomy and 1 @ 300sf 300 215 3Biology 03C SUPP Cadaver Instruction and Storage 1 @ 800sf 800 215 3Biology 04A LAB Microbiology Lab 1 @ 1,000sf 1,000 210 3Biology 04B SUPP Prep for Microbiology (some research) 1 @ 500sf 500 215 3Biology 05A LAB Molecular Biology and Cell Biology Lab 1 @ 1,000sf 1,000 210 3Biology 05B SUPP Prep for Molecular Biology & Cell 1 @ 400sf 400 215 3Biology 05C SUPP Cell Culture Facility 1 @ 250sf 250 215 3Biology 06A LAB Advanced Anatomy and Physiology 1 @ 1,000sf 1,000 210 3

Biology 06B SUPP Advanced Anatomy/Physiology Prep 1 @ 300sf 300 215 3

Biology 09A LAB Botany Lab (24) 1 @ 1,000sf 1,000 210 3Biology 09B SUPP Shared Botany Lab Prep and 1 @ 400sf 400 215 3

Biology 10A LAB Advanced Botany Lab (24) 1 @ 1,000sf 1,000 210 3

Biology 11A SUPP Central Storage & Prep 1 @ 600sf 600 215 3Biology 12A SUPP Chemical Storage 1 @ 400sf 400 215 3

Biology 13A SUPP Greenhouse - Entry/Workspace/Head House 1 @ 100sf 100 580 3

Biology 13B SUPP Greenhouse - Storage 1 @ 50sf 50 580 3Biology 13C SUPP Greenhouse - Dessert Plants 1 @ 300sf 300 580 3

Biology 13D SUPP Greenhouse - Tropical Plants 1 @ 300sf 300 580 3

Biology 14A LAB Biology Research 1 @ 900sf 900 250 2 Research Lab

Biology 14B LAB Biology Research - Biology Cell Culture 1 @ 280sf 280 250 2 Research Lab

Biology 14C LAB Biology Research - Dedicated Lab 1 @ 280sf 280 250 2 Research Lab

Biology 15A SUPP Live Animal Facility Specimen Rooms 3 @ 80sf 240 570 B

Biology 15B SUPP Live Animal Cleaning and Disposal 1 @ 120sf 120 575 BBiology 15C SUPP Live Animal Bedding and Food 1 @ 70sf 70 575 B

Biology 15D SUPP Live Animal Necropsy Room 1 @ 120sf 120 570 B

Biology 15E SUPP Live Animal Work Space 1 @ 180sf 180 570 BBiology PHASE 1 LAB General Bio Lab (25) 2 @ 1,000sf 2,000 210 1Biology PHASE 1 LAB Ecology Lab (25) 1 @ 1,000sf 1,000 210 1

Biology PHASE 1 LAB Zoology Lab (25) 1 @ 1,000sf 1,000 210 1

Biology PHASE 1 SUPP Prep/Research Room (General Bio) 1 @ 300sf 300 215 1Biology PHASE 1 SUPP Ecology Prep/Research 1 @ 300sf 300 215 1Biology PHASE 1 SUPP Zoology Specimen Storage 1 @ 120sf 120 215 1Biology PHASE 1 SUPP Zoology Specimen Storage 1 @ 220sf 220 215 1Biology PHASE 1 SUPP Zoology Prep/Research 1 @ 300sf 300 215 1

Biology PHASE 1 SUPP Shared Equipment Room 1 @ 180sf 180 215 1

Biology PHASE 1 SUPP Bio/Geog/Geol Field Equipment 1 @ 850sf 850 215 1

Biology - Subtotal 22,460


5/11//2012 Chapter 3 - Page 7

Space program by departmental assignment continued:

Department Room No.

Space Type

Space No. of Spaces


Floor Assign't

Notes

Geology/Geography 25A Physical Geography Labs (25) 2 @ 1,000sf 2,000 210 2

Geology/Geography 25B Shared Prep for Physical Geography 1 @ 300sf 300 215 2

Geology/Geography 28A Geology Lab (25) 1 @ 1,000sf 1,000 210 2Geology/Geography 28B Geology Rock Saw Room 1 @ 300sf 300 250 BGeology/Geography 28C Geology Prep & Storage 1 @ 300sf 300 215 2Geology/Geography 29A Geography Research Lab 2 @ 1,200sf 2,400 250 2 Research Lab

Geology/Geography 29B Geography Research - Microscopy 3 @ 80sf 240 250 2 Research Lab

Geology/Geography 29C Geography Research - Sediment A l i

1 @ 300sf 300 250 2 Research Lab

Geology/Geography 29D Geography Research - Core 1 @ 200sf 200 250 2 Research Lab

Geology/Geography 29E Geography Research - Wet Chemistry L 1 @ 280sf 280 250 2 Research Lab

Geology/Geography 29F Geography & Geology Storage Area 1 @ 700sf 700 255 2Geology/Geography 30A GIS Lab (24) 1 @ 1,400sf 1,400 210 2Geology/Geography 30B GIS Research Lab 1 @ 300sf 300 250 2

Geography/Geology - Subtotal 9,720

General 19A Bio/Geo/Geo Computer Lab (30) 1 @ 1,000sf 1,000 220 2General 35A Classroom (48) 2 @ 1,200sf 2400 110 2General 35B Classroom (62 1 @ 1,550sf 1550 110 1General 36A Collaboration Space 1 @ 580sf 580 1General 36B Collaborative Research 1 @ 580sf 580 1General 36C Collaboration & Study Space 1 @ 560sf 560 1General PHASE 1 Receiving Area 1 @ 200sf 200 755 1

General 6,870

Total 39,050


5/11//2012 Chapter 3 - Page 8

Space program by space type continued:

Department Room No.

Space Type

Space No. of Spaces


Floor Assign't

Notes

Biology 02A LAB Foundation Lab (24) 2 @ 1,000sf 2,000 210 1Biology 02B LAB Foundation Lab Prep 1 @ 300sf 300 215 1Biology PHASE LAB General Bio Lab (25) 2 @ 1,000sf 2,000 210 1Biology PHASE LAB Ecology Lab (25) 1 @ 1,000sf 1,000 210 1Biology PHASE LAB Zoology Lab (25) 1 @ 1,000sf 1,000 210 1

Biology 03A LAB Anatomy and Physiology Lab (24) 2 @ 1,000sf 2,000 210 3

Biology 04A LAB Microbiology Lab 1 @ 1,000sf 1,000 210 3

Biology 05A LAB Molecular Biology and Cell Biology Lab 1 @ 1,000sf 1,000 210 3

Biology 06A LAB Advanced Anatomy and Physiology Lab (24) 1 @ 1,000sf 1,000 210 3

Biology 09A LAB Botany Lab (24) 1 @ 1,000sf 1,000 210 3Biology 10A LAB Advanced Botany Lab (24) 1 @ 1,000sf 1,000 210 3General 19A LAB Bio/Geo/Geo Computer Lab (30) 1 @ 1,000sf 1,000 220 2Geology/Geography25A LAB Physical Geography Labs (25) 2 @ 1,000sf 2,000 210 2Geology/Geography28A LAB Geology Lab (25) 1 @ 1,000sf 1,000 210 2Geology/Geography30A LAB GIS Lab (24) 1 @ 1,400sf 1,400 210 2Geology/Geography30B LAB GIS Research Lab 1 @ 300sf 300 250 2

LAB - Subtotal 19,000Biology 14A LAB Biology Research 1 @ 900sf 900 250 2 Research Lab

Biology 14B LABBiology Research - Biology Cell Culture 1 @ 280sf 280 250 2 Research Lab

Biology 14C LABBiology Research - Dedicated Lab 1 @ 280sf 280 250 2 Research Lab

Geology/Geography29A LAB Geography Research Lab 2 @ 1,200sf 2,400 250 2 Research Lab

Geology/Geography29B LABGeography Research - Microscopy Room 3 @ 80sf 240 250 2 Research Lab

Geology/Geography29C LABGeography Research - Sediment Analysis 1 @ 300sf 300 250 2 Research Lab

Geology/Geography29D LABGeography Research - Core Processing 1 @ 200sf 200 250 2 Research Lab

Geology/Geography29E LABGeography Research - Wet Chemistry Lab 1 @ 280sf 280 250 2 Research Lab

RESEARCH LAB - Subtotal 4,880


5/11//2012 Chapter 3 - Page 9

Space program by space type continued:

Department Room No.

Space Type

Space No. of Spaces


Floor Assign't

Notes

Biology PHASE SUPP Prep/Research Room (General B 1 @ 300sf 300 215 1Biology PHASE SUPP Ecology Prep/Research 1 @ 300sf 300 215 1Biology PHASE SUPP Zoology Specimen Storage 1 @ 120sf 120 215 1Biology PHASE SUPP Zoology Specimen Storage 1 @ 220sf 220 215 1Biology PHASE SUPP Zoology Prep/Research 1 @ 300sf 300 215 1Biology PHASE SUPP Shared Equipment Room 1 @ 180sf 180 215 1

Biology PHASE SUPPBio/Geog/Geol Field Equipment Storage 1 @ 850sf 850 215 1

Biology 03B SUPPShared Prep for Anatomy and Physiology 1 @ 300sf 300 215 3

Biology 03C SUPP Cadaver Instruction and Storage 1 @ 800sf 800 215 3

Biology 04B SUPPPrep for Microbiology (some research) 1 @ 500sf 500 215 3

Biology 05B SUPPPrep for Molecular Biology & Cell Biology 1 @ 400sf 400 215 3

Biology 05C SUPP Cell Culture Facility 1 @ 250sf 250 215 3

Biology 06B SUPPAdvanced Anatomy/Physiology Prep 1 @ 300sf 300 215 3

Biology 09B SUPPShared Botany Lab Prep and Specimen Storage 1 @ 400sf 400 215 3

Biology 11A SUPP Central Storage & Prep 1 @ 600sf 600 215 3Biology 12A SUPP Chemical Storage 1 @ 400sf 400 215 3

Biology 13A SUPPGreenhouse - Entry/Workspace/Head House 1 @ 100sf 100 580 3

Biology 13B SUPP Greenhouse - Storage 1 @ 50sf 50 580 3Biology 13C SUPP Greenhouse - Dessert Plants 1 @ 300sf 300 580 3Biology 13D SUPP Greenhouse - Tropical Plants 1 @ 300sf 300 580 3

Biology 15A SUPPLive Animal Facility Specimen Rooms 3 @ 80sf 240 570 B

Biology 15B SUPP Live Animal Cleaning and Dispos 1 @ 120sf 120 575 B

Biology 15C SUPPLive Animal Bedding and Food Storage 1 @ 70sf 70 575 B

Biology 15D SUPP Live Animal Necropsy Room 1 @ 120sf 120 570 BBiology 15E SUPP Live Animal Work Space 1 @ 180sf 180 570 B

Geology/Geography25B SUPPShared Prep for Physical Geography 1 @ 300sf 300 215 2

Geology/Geography28C SUPP Geology Prep & Storage 1 @ 300sf 300 215 2

Geology/Geography29F SUPPGeography & Geology Storage Area 1 @ 700sf 700 255 2

Geology/Geography28B SUPP Geology Rock Saw Room 1 @ 300sf 300 250 B

SUPP - Subtotal 9,300Biology PHASE GEN Receiving Area 1 @ 200sf 200 755 1

GEN - Subtotal 200

Total 39,050


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3C – CONCEPTUAL FLOOR PLANS The following drawings are included: A100A Floor Plan Basement A101A Floor Plan Level 1 A102A Floor Plan Level 2 A103A Floor Plan Level 3 A401 Elevations

UP

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70 SF

FOOD & BEDDINGSTORAGE

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128 SF

CLEANING &DISPOSAL

15B

89 SF

NECROPSY15D

80 SF

SPECIMEN ROOM 215F

REF

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FUMEHOOD

CANOPYHOOD

286 SF

GEOLOGY ROCK SAW28B

BIOLOGY/GEOGRAPHY/GEOLOGYSTORAGE

AREA OF WORK

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SPECIMEN ROOM 115M

80 SF

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WORKSPACE15E

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M A D I S O N, W I S C O N S I N (6 0 8) 8 2 1 - 8 5 0 0

W W W . A R N O L D A N D O S H E R I D A N . C O MB R O O K F I E L D, W I S C O N S I N (2 6 2) 7 8 3 - 6 1 3 0

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T 4 1 4 . 2 2 0 . 9 6 4 0F 4 1 4 . 2 2 0 . 9 5 9 5

UNIVERSITY OF WISCONSIN-PLATTEVILLE

PLATTEVILLE, WISCONSIN

2' 4' 8' 12'0'

PLATTEVILLE, WISCONSIN 53818

05/11/2012

A-100A

BOEBEL HALL REMODELING PHASE II

BASEMENT FLOOR PLAN

Scale: 3/16" = 1'-0"1FLOOR PLAN BASEMENT

FD

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BIOLOGYFOUNDATION LAB

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05/11/2012

A-101A


FIRST FLOOR PLAN

Scale: 3/16" = 1'-0"1FLOOR PLAN LEVEL 1

UP

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375 SF

GEOLOGYPREP/STORAGE

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SHARED PREP ROOM25B

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GIS LAB30A

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GIS RESEARCH LAB30B

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COMPUTER LAB19A

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GEOLOGY LAB28A

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BIOLOGY RESEARCH14A

PRINTERS

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PHYSICALGEOGRAPHY LAB

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WET CHEMISTRY29E

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SEDIMENT ANALYSIS29C

FUMEHOOD

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05/11/2012

A-102A


SECOND FLOOR PLAN


DN

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1081 SF

ANATOMY &PHYSIOLOGY LAB

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MICROBIOLOGY LAB4A

669 SF

MICROBIOLOGY PREP4B

1122 SF

ADVANCED BOTANYLAB10A

590 SF

BOTANY LAB PREP &SPECIMEN

9B

1010 SF

BOTANY LAB9A

1049 SF

MOLECULARBIOLOGY & CELL

BIOLOGY LAB5A

1116 SF

ADVANCED ANATOMY& PHYSIOLOGY LAB

6A

962 SF


3A

356 SF


PREP3B

ELEC

ELEC

JC

534 SF

CENTRAL STORAGE &PREP11A

FUMEHOOD

FUMEHOOD

FUMEHOOD

REF

FUMEHOOD

AUTO

DW

REF

1240 SF

CLASSROOM

TLT MEN

TLT WOMEN

825 SF

INSTRUCTION &CADAVER STORAGE

3C

CAB

FUMEHOOD

BSC

GLA

SS C

AB

CABCABCAB

CAB

CABCAB

CAB CAB CAB

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CHEM STORAGE

ICE

AUTOCLAVE

FUMEHOOD

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LIN

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FILE

CA

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552 SF

MOLECULARBIOLOGY & CELLBIOLOGY PREP

5B

338 SF

CELL CULTUREFACILITY

5C

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FR

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BSC BSC

PCR UVHOOD

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FUMEHOOD

BSC

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303 SF

PREP ROOM6B

BEN

CH

53 SF

STORAGE13B

202 SF

GREENHOUSE13A

265 SF

GREENHOUSE13C

265 SF

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AD

A

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447 SF

CHEMICAL STORAGE12A

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2' 4' 8' 12'0'


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A-103A


THIRD FLOOR PLAN


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2' 4' 8' 12'0'


05/11/2012

A-401


NORTH/SOUTH ELEVATION

NORTH ELEVATION

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05/11/2012

A-402


EAST/WEST ELEVATION

WEST ELEVATION

EAST ELEVATION


5/11/2012 Chapter 4 - Page 1

4A - EXISTING BUILDING CONDITION SURVEY & RENOVATION RECOMMENDATIONS The A/E team performed visual inspections of Boebel Hall and its surrounding site. This section describes the general conditions found throughout the building & site and identifies recommended renovation work for each project phase. Existing condition observations made and reported within the context of this report were based on a visual inspection only and did not contemplate or involve the dismantling or moving of any objects or portion of the premises. Latent and concealed conditions, defects and deficiencies are excluded from our review. Our observations are limited to the conditions as they existed on the date of our observation, the real property and not the review of any personal property. The condition survey included herein is not a warranty, guarantee, insurance policy, or substitute for real estate transfer disclosures which may be required by law. This report will comment on major visible defects only. No representation is made as to how long any existing equipment, systems or materials will continue to function. The recommended work described below has been included in the budget recommendations made in part 4B. Phase 2 Additions and Renovation Phase 2 renovations and additions will provide the following:

• Basement area to be renovated is 1,140GSF • First Floor area to be renovated is 8,850GSF includes south expansion and new entries • Second Floor area to be renovated is 18,100GSF includes infill area and new entry • Third Floor area to be renovated is 18,225GSF

Total renovated space 46,315GSF

• Fourth Floor Penthouse (1,850 GSF): Mechanical space.


5/11/2012 Chapter 4 - Page 2

ARCHITECTURAL SYSTEMS 017419 Construction Waste Management And Disposal The existing building contains extensive materials suitable for recycling upon demolition including the following: concrete, concrete block, gypsum board, acoustic ceiling panels, and a wide variety of metals from ceiling grids, doorframes, window frames, window glass, mechanical piping and electrical wiring.

All of the above noted materials present in the phase 2 work area will be required to be separated and recycled per DSF waste management practices.

020000 Asbestos Abatement Based on the current WALMS report (May 24, 2007), the building is confirmed to have the following asbestos containing materials: 12 x 12 floor tile and mastic in a variety of colors, linings at the lab sinks, and transite linings in the fume hoods. In addition the following materials are assumed to be asbestos containing materials: ceramic tile grout and mastic, fire doors, and transite tabletops.

All of the above noted materials present in the phase 2 work area will be abated prior to the start of construction under the state's annual services contract with a local abatement contractor. This work will not be included in the general contract for construction.

033000 Concrete The existing cast in-place concrete within the building appears to be in good condition and no visible signs of distress were identified or noted. No structural testing was performed as part of this survey. The existing concrete slab on grade located outside each of the buildings for main entry points is heaving as evidenced by occasional problems with the entry doors pinching and sticking and some minor cracking in adjacent masonry. It is unknown if frost footings were installed below these slabs.

To provide additional interior square footage the southwest, southeast and northeast entry vestibule spaces will be enclosed along with the first floor exterior recesses along the south elevation. The exterior slab on grade at these locations will be completely removed. New footings will be installed as new exterior wall and new entries are constructed. A new interior slab on grade will then be provided. The floor opening between 1st and 2nd floor will be filled-in with new cast-in-place construction to match existing fire rating and live loads.

042000 Interior Unit Masonry Concrete block was used for the majority of the existing interior room partitions. It is in fair condition but is visually unappealing. It also makes minor renovation work and updates to the buildings electrical, telecommunications, or audiovisual systems difficult. The renovation work will eliminate the majority of the existing concrete block partition walls. Concrete block was also used as the finished interior surface of the exterior walls.

All interior concrete masonry partitions in the work area will be removed as needed to allow for construction of the new spaces. The elevator shaft walls and stair shaft walls will remain. New interior partitions will be constructed of metal studs and drywall.


5/11/2012 Chapter 4 - Page 3

042000 Exterior Unit Masonry The existing buildings exterior brick and its related support angles, flashings and weeps appear to be in good condition with no obvious signs of deterioration visible. Some minor cracking was noted near the southeast entry and is believed to be related to the adjacent heaving concrete slab on grade. The brick also appears uniform in color with only occasional streaking or staining from windowsills or ledges, primarily located on the north side. There are few locations of staining which appears to be the result of a failed gutter joint above.

No work to the existing brick is required except for the removal of existing exterior walls at the northeast, southwest and southeast entry modifications, and cutting and patching at new windows on north elevations and at storefront entries. A small amount of water and brush type masonry cleaning will be required to clean up the stained locations. The brick match was not really successful in the Phase 1 project, therefore the first floor south wall expansion will be enclosed with new masonry rain screen wall, the facing material will be flat metal or phenolic panels (Trespa).

055100 Metal Stairs The existing buildings metal exit stairs are good condition and will remain in place. Vinyl landing, tread, and riser materials will be replaced The existing guardrails and handrails are not in compliance with current code and will need to be replaced.

The existing guardrails and handrails will be removed and replaced with new code compliant metal guards and rails. The existing vinyl landing, tread, and riser materials will be removed and replaced.

064023 Interior Architectural Woodwork (refer to section 123553 for laboratory casework) The existing buildings built in wood casework, display cabinets, countertops, and lighting soffits are worn out and will be completely removed.

New wood and glass display cabinets and new solid surface countertops and sinks will be installed per final design solution. Solid surface window stools will be installed at all new and existing windows in the work area.

071326 Sheet Waterproofing The condition of the existing buildings basement foundation wall waterproofing is unknown. Problems with current or past moisture or water leakage were not identified with the exception of the telecommunication duct penetrations noted below.

No work planned.

072100 Thermal Insulation The condition of the existing buildings cavity wall insulation is unknown. The existing building drawings indicate standard cavity wall construction with 2 inch rigid insulation between the exterior brick and the interior concrete masonry backup. Problems with current or past condensation on exterior walls which could imply deterioration of insulation or vapor barrier were not identified.

Insulate new infill cavity walls only.


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074113 Metal Roof Panels The existing buildings sloped metal roof panels and related flashings appear to be in good shape. Problems with current or past water leakage were not identified. It was noted that ice and snow sliding from the roof onto the building entries below is a current problem. The condition of the existing gutters is unknown but from the ground they appear to be in fair condition with no obvious rusting or deterioration. There is evidence of joint failure at a small number of locations visible by the staining on the masonry surface below.

Ice and snow guards will be installed at the eaves of all metal roof panels. Roof gutters will be inspected and all joints resealed.

075113 Built-Up Asphalt Roofing The condition of the existing buildings roof system is unknown, but the roof is original to the building. Problems with current or past water leakage were not identified. Failure of the paint finish on the parapet coping was visible in the east side of the building.

Given the age of the existing roof system it is expected to be nearing the end of its expected life span. The existing roof system will be removed and replaced with a new built up asphalt roof system and new parapet coping and associated flashings.

079200 Joint Sealants The existing buildings exterior joint sealants at windows, doors, and brick control joints appears to be in good condition with no obvious failures.

No work planned except for the installation of new sealants required at new exterior windows, doors and control joints.

080000 Doors and Hardware The existing buildings exterior hollow metal, interior wood doors and door hardware are in poor condition and should be replaced during renovation work. The existing aluminum entry doors and hardware are in fair condition.

All existing doors and hardware in work area will be removed and replaced with new heavy-duty products.

085113 Aluminum Windows The existing buildings aluminum windows on the east, west, and south elevations are in good condition having been recently replaced. The north windows are original and should be replaced to match the rest.

In addition, the existing windows are rather small and are glazed with a medium bronze tinted glass, resulting in low visible light transmittance and few opportunities for daylighting and its accompanied energy savings. Consideration could be given to replacing the windows with new larger windows and improved light transmitting glazing. To increase the size of the windows at the second and third floors the head height would need to be raised as the sill is at an appropriate height. Raising of the window head will also require costly replacement of masonry support lintels. This is not possible at the 3rd floor south elevation and a portion of the north elevation due to the sloped roof. First floor windows are installed as clearstories and could be enlarged by lowering the sill at the west elevation. First floor north and east elevation sills cannot be lowered due to existing grade height.


5/11/2012 Chapter 4 - Page 5

All north elevation windows will be replaced in kind to match the replacement work done several years ago. The windows will be thermally broken frames with insulated glazing – frames and glazing will be matching the existing windows. New thermally broken frames with insulated glazing will be installed in the new exterior south wall of the first floor. Head height will match existing and sill height to be at 36” AFF. Replacement of remaining existing windows as described above will be tracked via an alternate cost.

092900 Gypsum Board Assemblies The existing building uses only small amounts of gypsum board at soffits and other miscellaneous locations.

All new partitions will be constructed of metal studs and 5/8” high impact gypsum board. All partitions will be constructed full height and will include acoustic batt insulation. Existing interior partition walls which remain will be furred out with new gypsum board construction to facilitate installation of electrical and telecommunications cabling. Existing exterior walls will not be furred out.

093000 Tile The existing building has ceramic tile walls and floors in the toilet rooms. The condition is fair but the appearance is worn and out of date.

All new and renovated toilet rooms will receive new 2x2 ceramic tile floor and 4x4 base and wall finishes.

095113 Acoustic Panel Ceilings The existing buildings acoustic panel ceilings are in very poor condition. Most of the panels are badly sagging. There are a few locations where newer panels of been installed.

All spaces (except mechanical) in the work area will receive new 2 x 2 aluminum grid with tegular edge fissured lay-in panels to match phase 1 construction.

096516 Resilient Sheet Flooring The existing building does not have any resilient sheet flooring currently installed.

Continuous sheet vinyl flooring with heat welded joints and four-inch integral cove base will be installed at all lab and support spaces in the phase 2 work area. The sheet flooring will be installed below all cabinets and casework.

096519 Resilient Tile Flooring The tile flooring in the existing building is asbestos-containing and will be removed during any renovation work. The removal of the existing vinyl wall base will also be completed by the abatement contractor.

All existing resilient tile flooring in the phase 2 work area will be removed as part of the construction project will as described above in part 020000 Asbestos Abatement. New 12 x 12


5/11/2012 Chapter 4 - Page 6

resilient tile flooring will be installed in all general and classroom spaces. Four-inch high vinyl cove base will also be installed in these areas.

096816 Carpeting The existing building has carpeting installed in a number of rooms throughout the building. The carpeting is very worn and in need of replacement. It is also likely that the carpeting is installed above existing asbestos-containing floor tile.

All carpeting and mastic in the phase 2 work area will be removed. New sheet carpet and four-inch vinyl cove base will be installed in office locations only.

097723 Fabric Wrapped Panels The existing building does not currently have any fabric wrapped acoustic panels. Several rooms have had carpeting installed on the walls to provide additional acoustic treatment.

All carpeting installed on walls will be removed. New fabric wrapped acoustic wall panels will be provided in the 48 student classrooms as required for proper acoustics.

099100 Painting The existing building walls are currently painted. Condition varies from room to room.

All new wall surfaces will be painted with low VOC latex paint. The existing metal stairs and new metal guardrails and handrails will be painted with alkyd paint. New hollow metal doors and hollow metal frames will receive alkyd paint.

101100 Visual Display Surfaces A variety of whiteboards, chalkboards, and bulletin boards are installed throughout the existing building. Condition varies from space to space depending on age of specific board.

All existing display surfaces will be removed and turned over to the owner for use elsewhere on campus. New porcelain whiteboards and tack boards will be installed in all labs and support spaces.

101400 Signage The existing building signage is in varied states of disrepair. In many locations for name on the sign does not match the current function. New signage will be required for both phases of the project and will be installed by the owner following completion of construction. Costs for signage is not included in the recommended construction budget.

102113 Toilet Compartments The existing buildings toilet compartments are painted steel and are nearing the end of their useful life. Some hardware is missing or out of alignment and non-functional.

All existing toilet compartments will be removed and recycled. New solid surface material toilet compartments with aluminum or chrome plated hardware will be provided throughout.


5/11/2012 Chapter 4 - Page 7

102600 Wall Protection Wall protection such as chair rails and PVC wall guard are not currently used in the existing building.

All new general assignment classrooms will receive PVC chair rail on the rear and side walls of the room. PVC sheet wall guard will also be installed from the top of the vinyl cove base to the underside of the chair rail. Stainless steel wall protection will be provided adjacent to mop basins at all janitor’s closets.

102800 Toilet Accessories The existing buildings toilet room accessories are original to the building and have all reached the end of their useful lives. All will be replaced during the renovation.

All new toilet rooms will receive new stainless steel fixtures including soap dispensers, paper towel dispensers, waste receptacles, grab bars, sanitary napkin dispensers and disposals, and framed glass mirrors. Oversized toilet paper dispensers and wall-mounted baby changing stations will also be included. Each toilet room will also include a shelf with hooks for placement of books and backpacks.

104400 Fire Extinguishers The existing buildings fire extinguishers and cabinets will be removed and turned over to the owner for use elsewhere on campus.

One new 10 pound fire extinguisher and recessed cabinet will be provided in each lab space. In addition, two 10 pound fire extinguishers and recessed cabinets will be installed in the corridors of each floor.

115313 Laboratory Fume Hoods The existing buildings fume hoods are original to the building and are nearing the end of their useful life. Testing was not conducted but it is assumed they will not perform up to current expected safety standards. All fume hoods will be replaced during renovation. The existing hoods have asbestos-containing transite liners which will be updated as a hazardous material.

All existing hoods in the phase 2 work area will be removed during the construction project as described above in part 017419 Asbestos Abatement. New high-performance, low flow fume hoods will be installed in each lab and support space. Refer to the room datasheets for sizes, quantities, and utility services.

122113 Roller Shades The existing buildings window blinds are in various states of repair. Some are fully functional but some appeared damaged and nonfunctional. All will be removed and discarded during renovation.

Fabric shear roller shades will be provided at all existing and new windows. 123553 Laboratory Casework The condition of the existing buildings wood casework varies from space to space. Some is stained or damaged while others pieces are in very good repair. All will be removed and turned over to the owner for use elsewhere on campus or for resale. Per the current WALMS report the countertops are assumed to be asbestos and are planned to be abated as appropriate. Further testing is encouraged to confirm the countertops are actually asbestos-containing. If not resale or reuse should be considered.


5/11/2012 Chapter 4 - Page 8

All new laboratory and support spaces will receive new wood floor mounted fixed base cabinets with epoxy resin tops, fixed wall and tall cabinets and adjustable shelving, movable lecturer benches and student workstations with epoxy tops and plug in power and data outlets. Sinks will be epoxy resin.

133413 Greenhouse Replacement The existing greenhouse is original to the building, the glazing is single pane, leaks, and does not have a functioning shading system. Replacement glazing will be 1” insulated units – ¼ low e tempered glass over 5/16” clear, heat strengthened, laminated glazing supported on existing structural steel tubes. Two bay thermal ridge and eave vent with fiberglass screen and linear actuator motor – vent to operate independently for each room. Aluminum gutter and downspout to adjacent roof. Interior mounted, motorized fabric shades. Greenhouse accessories – two greenhouse environments – each to have: (4) 96”longx36”tallx30”wide aluminum greenhouse benches with galvanized mesh top. One evaporative cooler and one fogger per room. 250watt high pressure sodium grow lights and 250watt metal halide grow lights. One zone propagation misting system – for tropical room. One zone propagation drip system - for dessert room. Control system to regulate vents, shades, heaters, irrigation systems and fogger. 142400 Hydraulic Elevator The existing buildings elevator is in poor condition and will be replaced by this project.

A new 4000lb, 4 stop, 150 fpm, hydraulic elevator will be installed in the existing hoist way. New entry doors and frames will be installed.


5/11/2012 Chapter 4 - Page 9

SITE/CIVIL SYSTEMS Sanitary Sewer The existing sanitary sewer, sanitary lateral and acid waste drain system is a gravity flow system. The sewer exits the west side of the building in two locations. One line is a 6-inch sanitary lateral and one line is a 5-inch acid waste lateral. The acid waste lateral exits the building and immediately discharges into a 395 gallon acid dilution basin. After the acid waste line is diluted it exits the basin as a 5-inch line and merges with the 6-inch sanitary lateral with a 5x6x8-inch wye. After merging the lateral becomes an 8-inch sanitary lateral which runs to a sanitary manhole. From this point on the system becomes a sanitary main. The sanitary main is an 8-inch line running at a slope of 0.013 feet per foot. In order to determine the exact condition of the sanitary sewer, sanitary laterals and acid waste piping, the lines would need to be televised. There is no reported history of problems with capacity or maintenance. Due to the corrosive nature of the acid waste, we recommend televising the acid waste lines and acid dilution basin. Materials: Cast iron, material used for sanitary lateral, acid waste line and sanitary sewer main piping. (Inside the building the acid waste drain lines were replaced with polypropylene a few years ago.)

There is no addition planned so there should be no impact on the sanitary building sewer system.

Storm Sewer The site is currently served by a 15-inch storm sewer main running at a slope of 0.013 feet per foot. This storm sewer main serves both Gardner Hall and Boebel Hall. Boebel Hall is served by a 10-inch lateral running at 0.0416 feet per foot slope, which connects to the main roof downspout for the building. The court yard near Boebel Hall is drained to a catch basin which is drained by a 10-inch storm sewer running at 0.0208 feet per foot. In order to determine the condition of the storm sewer and storm lateral serving the building, the lines would need to be televised. There is no reported history of problems with capacity or maintenance. Materials: The storm piping is Cast Iron Pipe leaving the building.

There is no addition planned so there should be no impact on the storm sewer system.

Water Supply The water service to the building is a 4-inch water lateral through the south wall into the lower level to where it connects to a water meter before branching off to serve the building water system. The water lateral originally branches off from an 8-inch main in Greenwood Avenue. In order to determine the condition of the water service the line would need to be excavated to determine the exterior condition of the pipe or televised to determine the interior condition of the pipe. There is no reported history of problems with capacity or maintenance. Materials: The observed piping material is ductile iron with a 4 inch gate valve.

Since an automatic fire sprinkler system is required for the remodeling a new service will be required. We recommend replacing the existing 4-inch service with a new, larger 6" combined water supply lateral.


5/11/2012 Chapter 4 - Page 10

FIRE PROTECTION SYSTEMS There are no water-based fire protection systems in the existing science building. Automatic Sprinkler System A new wet-pipe sprinkler system was installed in the Phase 1 project. The new fire protection water service includes:

• Backflow prevention device (double check assembly) • Fire department connection • Sprinkler riser. • Flow switch

The sprinkler system was extended to the areas remodeled in Phase. A 4" riser was installed in the West Stairwell to facilitate extension.

Extend the wet pipe sprinkler system throughout the remainder of the building. Connect to the existing 4" riser provided in the west stair under Phase 1.

PLUMBING SYSTEMS The existing plumbing systems in Boebel Hall science building are:

• Sanitary drain and vent • Acid drain and vent • Storm/Roof drainage with collection system for greenhouse irrigation water • Clearwater drain and vent • Foundation drain system • Domestic water • Purified water • Laboratory Gases

o Natural gas o Vacuum o Compressed air

Sanitary Drain and Vent The existing sanitary drain piping connects to the plumbing fixtures on the first, second and third floors and discharges through the west wall to connect with the campus sanitary sewer system. The flow is gravity to vertical stacks with the horizontal building drain collecting the wastewater from the various stacks. The horizontal building drain is located in the ceiling of the lower level. The plumbing fixtures and floor drains on the lower level are connected to a sump and pumped to the building sanitary drain. All traps are protected with individual and common vents. The vents are collected into vertical pipes and terminate through the roof. Materials: Sanitary drain and vent piping is cast iron, plastic (PVC) and galvanized steel.

The existing horizontal branch drain lines will be removed and replaced. New sanitary drain lines will be connected to existing vertical drain stacks for the upper floors. New drain lines in the lower level will connect below the slab to the existing sewage ejector.


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Acid Drain and Vent Wastewater from sinks and floor drains in the lab spaces will be corrosive to standard drainage piping material. A special corrosion resistant drain system connects to the lab sinks and floor drains. The drain pipe connects to vertical stacks and the vertical stacks are collected into a horizontal drain line. There are 4 vertical stacks located along the corridor in each building quadrant. The horizontal drain line is located at the lower level ceiling. The horizontal drain slopes to the west wall and connects to the Dilution Basin located outside the west building wall. The discharge from the Dilution Basin connects to the building storm sewer. The traps for the acid drain system are protected with a separate vent system. The acid vent system terminates through the roof. Materials: The piping material for the acid drain and vent is high silicon cast iron (“Duriron”) and plastic (polypropylene). The acid system was replaced recently.

The existing horizontal branch drain lines will be removed and replaced. The horizontal branch drain lines to serve the proposed sinks will connect to the existing building drain in the lower level.

Storm/Roof Drainage The existing roof drain system is a series of roof drains located in the flat portion of the roofs. The interior horizontal storm piping connects to the roof drains and in turn is connected to vertical storm conductors. There are 4 vertical conductors in the building located in each quadrant. The vertical conductors connect to a horizontal storm building drain and slope to the west wall. The 10-inch storm building drain connects to the campus storm sewer system. Along the north and south walls there are gutters collecting rainwater from the sloped roof. The gutters connect to interior storm conductors at the outside wall. The interior conductors connect to the storm drain system described above. In the lower level mechanical room along the west wall is a 2,000 gallon storage tank that collects rainwater from the storm drain system. The stored rainwater is pumped to supply the water tank in the greenhouse on the third level. Materials: Storm drain and vent piping is cast iron and galvanized steel.

No modifications are proposed to the storm/roof drain system.

Clearwater Drain and Vent There is a Clearwater drain system in the building. The clearwater drain lines connect to receptors. The receptors received condensate from HVAC equipment. The drain piping is directed vertically through the building to connect with a sump in the lower level. The water from the sump is pumped to the building storm drain. There are also a series of area wells along the exterior building walls. There are area drains in the bottom of these area wells. The drain lines connecting to the area drains are considered clearwater drains and connect to the storm sump. The various receptors are trapped and vented. The clearwater vents are collected and routed vertically to terminate through the roof. Material: Clearwater drain and vent piping is cast iron, plastic (PVC) and galvanized steel.

No modifications are proposed for the clearwater drain and vent system.


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Foundation Drain There are perforated pipes along the wall footings. These perforated pipes collect ground water. The foundation drain lines connect to the storm sump.

No modifications are proposed for the foundation drain system.

Domestic Water There is a 4-inch water service through the south wall. The water service enters the lower level mechanical and is metered. Cold water is distributed at the lower level ceiling and connects to two vertical risers. There is also a lab water system. The lab water system connects to the water main in the lower level and has a backwater protection device for containment. Horizontal branch lines distribute at the ceiling on each level to connect to the plumbing fixtures. The horizontal distribution at the second floor ceiling supplies plumbing fixtures on the second floor and third floor. Cold water also supplies the water heater in the lower level. There is a separate heat exchanger for the domestic water and lab water systems. Hot water domestic and lab piping is distributed from the water heaters to supply plumbing fixtures on each level. The hot water piping parallels the cold water piping. Temperature is maintained in the hot water piping system with a circulation piping system. Materials: Domestic water piping material is a combination of galvanized steel and copper. Galvanized steel is used for piping 2-inch and larger, while copper is used for sizes smaller than 2-inch. Backflow protection were added to each science sink faucets in Phase 1in the building to bring the system up to code.

The existing water risers will remain and new horizontal branch lines will supply the plumbing fixtures. There will be new horizontal branch lines on each level

Purified Water There is an existing purified water piping system in the building. The purification equipment was originally provided in the lower level with distribution to vertical risers. There are horizontal branch lines from the risers to supply faucets and outlets in the classrooms and labs. This is a dead-end distribution system with no circulation. This central system is no longer used and abandoned in place.There are some individual water purification systems in individual classrooms. One lab has mixed bed ionization cylinders to purify the water and another classroom has a still. Material: The purified water piping is plastic (polypropylene).

Purified water will be provided in carboys from the campus system. The existing central system will be removed completely.

Laboratory Gases Natural Gas: Natural gas connects to the building system in the lower level. Natural gas piping is distributed into the two vertical pipe chases serving classroom spaces. Natural gas is connected to gas turrets on the lab tables and fume hoods. Vacuum: Vacuum is generated with a vacuum pump in the lower level. Vacuum is distributed similar to natural gas and connects to turrets on the lab tables and fume hoods.


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Compressed Air: Compressed air is generated in an air compressor on the lower level. Compressed air piping is also distributed similar to natural gas and connects to turrets on the lab tables and fume hoods. There are also some compressed air connections to lab equipment. Materials: Natural gas piping material is steel. Vacuum and compressed air piping material is copper.

New horizontal branch lines supplying the lab gas turrets and fume hoods will connect to the existing risers.

Plumbing Equipment Emergency Shower and Eyewash: There are existing emergency stations in each classroom with chemicals. The emergency station consists of a shower and eyewash connected to the domestic cold water system. Water Heater: The existing water heaters are duplex steam-to-water, shell and tube heat exchangers. The heat exchangers are circulated to a hot water storage tank. System hot water connects to the storage tank. There is a domestic water heater and a lab water heater. Water Softener: Resin type water conditioning unit for the hot water supply. The resin is brine regenerated.

Vacuum Pump: The existing vacuum producer is a multi-jet venturi pump. There are duplex pumps on one receiver with a vacuum receiver. The motors are 5-horsepwer rated. The vacuum pump no longer is operational and abandoned due to lack of repair parts. Air Compressor: Reciprocating, oil-free, duplex compressors, mounted on horizontal tank. There is a refrigerated dryer to clean the air. The motors are 3-horsepower rated. Water Purification Equipment: There is no central water purification equipment. Sanitary Sump and Pumps: Sump, size 48-inch diameter with duplex pedestal pumps. Storm Sump and Pumps: Sump, size 48-inch diameter with duplex pedestal pumps.

Provide new vacuum pumps and water heater. The existing water softener, air compressor, and sumps/pumps are to remain. Include emergency stations in each classroom, connecting to a tepid water supply.


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MECHANICAL/HVAC SYSTEMS The Building HVAC system consists of multiple air handling systems with air handling units located in interior mechanical rooms. The systems serving the perimeter classroom spaces are variable air volume (VAV) with hot water reheat coils. The system serving the interior spaces is constant volume with hot water reheat coils. The system serving the 3rd floor greenhouse is a 100% outside air, constant air volume system. Dedicated roof-mounted exhaust systems serve laboratory fume hoods and toilet room exhaust requirements. Heating and Cooling Systems High pressure steam (100 psig) and condensate return piping is extended from the campus system. Pressure reducing stations reduce the steam pressure from 100 psig to 5 psig. Low pressure steam is extended to primary heating coils in the air handling units. A steam-to-water heat exchanger provides heating water that is distributed to reheat coils and auxiliary heating units such as unit heaters, cabinet heaters, and radiation throughout the building.Steam is extended to two (2) steam-to-water heat exchangers that provide domestic hot water for general use and laboratory fixtures. Chilled water is provided to the building from a recently installed chilled water plant located in an adjacent building.

Replace the existing steam pressure reducing valve with new sized to offset the additional heating load introduced by the increased ventilation load associated with the addition of fume hoods. Steam and condensate piping will be modified as required to accommodate new/modified air handling systems.

HVAC Systems There are four (4) air handling systems serving the building. Each system includes air conditioning. The systems are summarized below: System Service System type AHU-1 2nd and 3rd floor perimeter spaces VAV w/chilled water cooling AHU-2 1st, 2nd, 3rd floor interior spaces CAV w/chilled water cooling AHU-3* 1st floor perimeter spaces VAV w/chilled water cooling * AHU-3 was installed as part of Phase 1. It was sized to accommodate the planned Phase 2 remodeling (Geology work space and Animal Specimen Storage/Prep spaces) in the Basement and the First Floor classroom/lab spaces not remodeled in Phase 1. AHU-4 3rd floor Greenhouse spaces VAV w/DX cooling The building is zoned and controlled by VAV boxes and/or reheat coils depending on which system serves the areas. The zoning is a mixture of individual classroom spaces and multiple spaces with similar occupancy and load characteristics. AHU-1 and AHU-2 each include a steam preheat coil with external face and bypass heating control, a chilled water coil, roll-type filters, and a supply fan. There is an independent return fan for system served by AHU-1. New AHU-3 includes an integral energy recovery system (wheel type), a steam preheat coil (integral face and bypass type), a chilled water cooling coil, blender, pre-filter (MERV 8 pleated media) and final filters (MERV 11 bag media), steam humidification system and supply and exhaust fans.


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AHU-4 includes a DX cooling system in lieu of the chilled water coil. The condensing unit is located on the roof just outside the penthouse mechanical space. There are six (6) new high-performance, low-flow cabinet fume hoods located in 1st floor spaces remodeled in Phase 1. There are snorkel exhaust systems installed in (2) General Biology Classrooms and (1) Zoology Classroom on the First Floor (Phase 1). These exhaust systems are served by a new variable air volume fume exhaust system installed in Phase 1. This exhaust system includes stainless steel ductwork and a roof-mounted utility set type fan. Exhaust terminal boxes maintain required space pressure relationships. A dedicated exhaust system serving the basement Specimen Room and flammable material storage cabinets. This system includes ductwork extended up to a roof-mounted utility set type fan. General room exhaust from the First Floor classrooms remodeled in Phase 1 is served by the new AHU-3 energy recovery system. Exhaust terminal boxes maintain required space pressure relationships. This system was sized and extended to the planned Phase 2 areas in the Basement.

Basement: Install a new air handling unit (100% outside air) to serve the Animal Specimen Rooms, Food & Bedding Storage Room, Cleaning & Disposal Room the Necropsy Room. This unit will include a steam preheat coil (integral face and bypass type), a chilled water cooling coil, run-around heat recovery coil, pre-filter (MERV 8 pleated media) and final filters (MERV 11 bag media), steam humidification system and a supply fan. Floor space was allocated in the Phase 1 project for this unit. The outside air louver and area well installed in Phase 1was sized to serve this unit.

Install a dedicated exhaust system serving the Animal Specimen Rooms, Food & Bedding Storage Room, Cleaning & Disposal Room and the Necropsy Room. Exhaust ductwork will be extended through the existing 2nd and 3rd floors to a new utility set exhaust fan on the roof. Stainless steel discharge ductwork from the exhaust fan shall be extended to a minimum of 7’-0” above the roof. A run-around heat recovery coil, matching the coil installed in the new AHU serving these spaces. A closed loop piping system with glycol fluid will connect the 2 coils. There will be a down-draft hood at the Necropsy table.

Extend supply and exhaust air ductwork from the AHU-3 HVAC system to the Biology/Geography/Geology Storage Room and Geology Rock Saw Room. Ductwork was installed and capped in Phase 1 in preparation for Phase 2. Install new VAV terminal boxes to provide individual room control.

Extend the fume exhaust system serving the First Floor space from Phase 1 to serve the fume exhaust cabinet and the canopy hood in the Geology Rock Saw Room.

Extend the new DDC temperature control system installed in Phase 1 to Phase 2 spaces to operate per current DSF standards including space demand control ventilation, equipment controls, and facility monitoring.

First Floor: Extend supply and return air ductwork from the AHU-3 HVAC system to the (2) Biology Foundation Labs, Foundation Lab Prep, Collaboration Space and the Collaborative Research Lab. Ductwork was installed and capped in Phase 1 in preparation for Phase 2. Install new VAV terminal boxes to provide individual room control. Return air ductwork will be extended to the new spaces. There will not be a return air plenum.

Install a new fume hood variable volume exhaust system including stainless steel ductwork


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connecting all new fume hoods with a single duct riser extended through the existing 2nd and 3rd floors to a new utility set exhaust fan on the roof. This system will serve fume exhaust systems on the 2nd and 3rd floors. Stainless steel discharge ductwork from the exhaust fan shall be extended to a minimum of 7’-0” above the roof. A variable air flow control system shall include control dampers in the exhaust ductwork from each fume hood integrated to operate with sash position, coordinated control of the room VAV terminal box, and bypass dampers at the fan to maintain constant velocity at the fan discharge.

Replace the existing air handling unit, AHU-2, serving the 1st, 2nd and 3rd Floor interior spaces, with a new unit with an integral energy recovery system (wheel type), a steam preheat coil (integral face and bypass type), a chilled water cooling coil, blender, pre-filter (MERV 8 pleated media) and final filters (MERV 11 bag media), steam humidification system and supply and exhaust fans.

Install new ductwork and VAV terminal boxes to provide improved individual room control in the interior Classroom and Core Processing.


Second Floor: Replace the existing air handling unit, AHU-1, serving the 2nd and 3rd Floor perimeter spaces, with a new unit with an integral energy recovery system (wheel type), a steam preheat coil (integral face and bypass type), a chilled water cooling coil, blender, pre-filter (MERV 8 pleated media) and final filters (MERV 11 bag media), steam humidification system and supply and exhaust fans.

Extend new ductwork from the from the AHU-1 system mains and install new VAV terminal boxes to provide individual room control for the perimeter spaces. Return air ductwork will be extended from the duct mains routed vertically from the Basement to each space. There will not be a return air plenum.

Install new ductwork from the AHU-2 system mains and provide VAV terminal boxes to provide improved individual room control in the interior Classroom, Core Processing and Geography Storage.

Extend new stainless steel fume exhaust system ductwork from the new system to all new fume hoods and laminar flow hoods (biological safety cabinets). A variable air flow control system shall include control dampers in the exhaust ductwork from each fume hood integrated to operate with sash position, coordinated control of the room VAV terminal box, and bypass dampers at the fan to maintain constant velocity at the fan discharge.


Third Floor: Extend new ductwork from the from the AHU-1 system mains and install new VAV terminal boxes to provide individual room control for the perimeter spaces. Return air ductwork will be extended from the duct mains routed vertically from the Basement. There will not be a return air plenum.


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Install new ductwork from the AHU-2 system mains and provide VAV terminal boxes to provide improved individual room control in the interior Classroom, Central Storage and Prep., and Chemical Storage.

Extend new stainless steel fume exhaust system ductwork from the new system to all new fume hoods and laminar flow hoods (biological safety cabinets). A variable air flow control system shall include control dampers in the exhaust ductwork from each fume hood integrated to operate with sash position, coordinated control of the room VAV terminal box, and bypass dampers at the fan to maintain constant velocity at the fan discharge.

• Down-draft exhaust is required at the (6) cadaver immersion tanks. • A snorkel exhaust system is recommended for the Advanced Anatomy and Physiology Lab

similar to the systems installed in Phase 1. This recommendation is based on an expectation of frequent dissections.

Replace existing AHU-4 with a new unit (100% outside air) to serve the Greenhouse spaces. This unit will include a pumped hot water preheat coil, a chilled water cooling coil, pre-filter (MERV 8 pleated media) and final filters (MERV 11bag media) and a supply fan. The hot water reheat coil will be installed in the ductwork serving the Arid Greenhouse space. A mist type humidifier will be installed in the Tropical Greenhouse space to maintain desired humidity levels. A dedicated exhaust system will be installed in each greenhouse space. The existing AHU-4 is located in a roof-mounted penthouse.



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ELECTRICAL SYSTEMS

The facility electrical system primarily consists of original equipment circa 1977, a mechanical system renovation in 1995, and distribution equipment installed in 2010 during the Phase 1 project. Most major electrical equipment is located in the basement or fourth floor mechanical room and includes a 15 kV medium voltage switch, step down transformer, main switchboard, motor control center, diesel fueled generator set, and automatic transfer switch. Other main distribution equipment consists of two main distribution panelboards in the basement installed in 2010, and multiple branch located on each floor ranging from original vintage to those recently installed in 2010. Electrical Service The existing electrical service installed in 1977 is served from the campus 12,470V distribution system routed to a Kinney 15KV switch and Square D Sorgel transformer rated at 500 KVA, 120/208V, 3 phase, 4 wire, 5.0% impedance, with full load rating of 1387A. This equipment is located in a dedicated electrical room in the basement, separate from the 120/208V main distribution equipment. The Medium Voltage (MV) feeders were replaced in 1991 along with the transformer cores due to damage caused by water. The Sorgel transformer does not have integral fan cooling. The existing main distribution equipment is manufactured by Kinney and is located in an adjacent room. This switchboard is rated at 1600A, 120/208V-3PH-4W and is served from 1600A bus from transformer to main breaker section of switchgear. The switchboard has two sections; one containing incoming bus, center mounted 1600A main breaker and bottom mounted distribution section. The second section consists of full height double row distribution. The existing equipment does have multiple spaces for addition circuit breakers. The existing switchboard bus appears to have been tapped two times to serve a 250/3 enclosed Square D circuit breaker serving MCC-1 and a 600/3 enclosed Square D circuit breaker serving Chiller C-1.

The existing Kinney switchboard is in fair condition. However, based on the age of this switchboard approaching end of useful life, remove and replace it with new, including the main overcurrent protective device and distribution sections. The new main shall be a 100% rated overcurrent protective device at 1600A. The existing 1600A feeder bus between the transformer section and the new main distribution section will be replaced, including fire rated wall section based on compatibility with new section. Intercept and extend existing feeders serving existing motor control center MCC-1 and chiller CH-1 to the new switchboard so that the existing bus tap conditions are remediated. If additional transformer capacity is necessary to accommodate additional facility loads, add fan cooling to the existing 500 kVA transformer.

Electrical Distribution The existing branch distribution is served from existing Kinney Electric panel boards. Each floor has four (4) panels per floor and the third floor panels are configured as double tubs. In addition, third floor has one additional panel board installed to accommodate a computer lab. Three (3) panels located on the second floor are served from panels located on first floor in what appears to be a feed thru installation. A fourth panel board is a direct feed from the MDP. The panels located on third floor are direct feeds from the MDP. The existing branch panel boards have limited space for additional circuits. They and do not have sufficient space to support major space remodeling. Fourth floor mechanical space contains panel P/A, with the nameplate labeled C. This existing panel does not have code required front clearance due to


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installation of mechanical equipment. Code correction is required when new mechanical equipment in installed to serve remodeled spaces. The Phase 1 project added main distribution panel MDP/BHA to serve mechanical loads, and panel MDP/BHB to serve new branch panels for remodeled spaces. Panels 1/XA and 1/LA were also added in the first floor electrical room to serve loads added by the project phase.

Replace all existing branch panelboards on second and third floors, and in basement and fourth floor mechanical spaces with new. These panels will serve proposed program space and each panel will be served with dedicated feeders from new circuit breaker overcurrent protective devices in distribution panel MDP/BHB installed during the recent Phase 1 project. Provide new dedicated panelboards to serve proposed lab spaces and feed loads only associated with designated individual lab spaces. Also provide new panelboards to feed general loads in new programmed floor spaces. Locate these new panels in the two dedicated electrical rooms per floor. New panelboards to be double tub type with minimum of 84 circuit capacities. Replace existing motor control centers (MCCCs) with new to serve the proposed HVAC systems and feed from new distribution sections in the new switchboard and from existing distribution panel MDP/BHA located in the basement.

Emergency Electrical System The emergency electrical systems are served from a 45 kW / 56.25 kVA diesel generator located in the northwest corner of building, two rooms west of the electrical room. The unit is rated at 156 A, 120/208V, 3 phase, 4 wire, and is supported with a fuel tank integral to the space. Fuel run capacity is not known. The unit is manufactured by Lima Engine Company with a Nagel Hart generator. The generator set serves a Russelectric 225A, RMT2253CE series automatic transfer switch, and Panel X located in same room. Panel X serves emergency lighting, fire alarm system, and several circulation and sewer pumps. Adjacent to Panel X is a manually operated switch panel controlling a series of eight (8) emergency lighting loads.The generator appears to be original and in fair condition. The associated ATS and Panel X appear in fair condition. Panel X does not have additional circuit breaker spaces for future loads and is equipment from the original building project. Loads connected to the emergency power supply (EPS) are not segregated to meet present code requirements.

Provide a new EPS standby generator set and segregate emergency and standby distribution provide a code compliant system. This includes new automatic transfer switches (ATSs) to serve NEC article 700 Emergency Systems, NEC 701 Legally Required Standby Systems, and 702 Optional Standby System requirements, and associated panelboards. The new generator shall be a diesel fueled unit located outside and adjacent to the building, and installed in a sound attenuated enclosure. The existing generator room shall be utilized as a new electrical room housing the emergency and standby distribution equipment.

Design considerations to include service to new animal and greenhouse spaces, as well as to selected lab spaces for future options to add standby power once the new EPS has been provided. These loads will be served from separate panels than those located in lab spaces.

Lighting Systems The existing lighting systems in the building are a mixture of original 1977 design and subsequent area renovations upgrades.


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The public areas utilize a combination of direct/indirect sources and shielded fixtures. These are in various conditions of operation and lamping. The classrooms utilize 2x4 T12, prismatic lensed fixtures and T8, parabolic fixtures in recently remodeled spaces. Several remodeled technology classrooms utilize T8 and fluorescent dimming. The control of most classrooms is multilevel switches and limited automatic shutoff control. The lower level spaces are served with a combination of incandescent and fluorescent lighting. These systems contain lamps consisting of high wattage 200W A21 and 350W Par 56 incandescent, F40 T12 and F32 T8 fluorescent lamps. The replacement of the incandescent fixtures will provide for an energy savings.

Provide new lighting system utilizing fluorescent fixtures to meet the new Wisconsin Department of Safety and Professional Services (DSPS) Chapter SPS 363 Energy Conservation requirements, Division of State Facilities and UW-Platteville campus lighting standards.

Electrical Devices The condition of the general purpose devices, including receptacles and switches, is poor, and consist of a mixture of original 1977 installation and subsequent area renovation upgrades. Receptacles are of the grounding type.

Provide new electrical devices for all proposed remodeled spaces including but not limited to receptacles, switches and occupancy sensors. Receptacles shall be equal to 20A, heavy specification grade and 20A, heavy specification grade GFCI types based on proximity to sinks and damp or wet locations; switches shall be equal to 20A, heavy duty specification grade, and occupancy sensors shall meet campus standards and Division of State Facilities requirements. Cover plates in the proposed programmed remodel spaces shall be stainless steel.

Fire Alarm System The existing fire alarm system has been upgraded to the present campus standard with one way voice communication. The system is manufactured by Edwards Technology and provides area smoke detection coverage with annunciation in all occupied spaces. A surface mounted remote annunciation panel is located at northwest entrance and main fire alarm control panel is located in lower level IT room. Overall system design will require evaluation based on complete building remodel including addition of a fully automatic sprinkler system.

The existing fire alarm control panel shall be existing to remain. The existing campus tie shall remain but the existing remote enunciator panel shall be relocated to meet the revised fireman’s entrance requirements. New detection devices shall be provided and located based on code requirements at time of design of proposed remodel. New annunciation devices shall be provided and located based on code requirements at time of design of proposed remodel.


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Master Clock System The master clock system is manufactured by Primex. The head end equipment is located in west center stairway.

The existing clock head end equipment shall be existing to remain. The existing clocks shall be reworked and re-installed to meet new proposed program space and new clock location requirements. Existing clocks will be relocated where possible, and new clocks shall be provided as required to meet new floor plan layout and requirements.


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TELECOMMUNICATIONS SYSTEMS Existing telecommunications equipment and systems currently utilized within Boebel Hall are Fiber Optic Data Feeds and Voice Feeds. Cable Television (CATV) is another system to be considered for this building. Fiber Optic Feeds There are 18 strands of multimode 62.5 micron fiber and 12 strands of single mode fiber from Gardner Hall to Boebel Hall. These fibers are terminated in the entrance room of Boebel Hall on the existing equipment rack. The fiber optic feeds for Boebel Hall are large enough to support the data needs in the foreseeable future. Additional fiber optic cables will not need to be included in the renovation projects. The voice feed cables for Boebel Hall will no longer be needed once the current Voice over Internet Protocol (VoIP) roll-out is completed. This system uses the fiber optic backbone (see above) for connectivity rendering the copper backbone unnecessary for the most part.

The voice and fiber optic feed cables to the building will not be affected by the renovation of the building, except for any outages required to improve the conditions in the lower level telecom room. The capacity of these systems is sufficient for the future needs of the campus as identified so far to Arnold & O’Sheridan.

Voice and Data Technology Services The head end equipment is located in the lower level IT room. A combination of rack mounted and wall mounted equipment are located in this space. The central distribution duct bank consists of a six cell duct bank routed to the signal manhole east of building. Incoming signal has been upgraded to fiber. The entrance room for Boebel Hall is in poor condition. The duct bank that comes into the room periodically leaks water into the room and causes corrosion. The entrance room is currently used to service about 50% of the telecommunications needs of the building and the equipment in the room is at risk for premature failure because of the poor environment. The telecom space may require reconfiguration to provide adequate space for additional racks as required. The ducts must be sealed to control the ingress of water and any racks or equipment placed in the room must be placed to mitigate any damage that further leakage may cause. Concerns of water penetrating the interior space from existing concrete encased ducts will require further review and remediation. Presently a plastic barrier exists between duct bank entrance junction box and rack mounted equipment. No visible signs of water exist. The existing IT distribution is via conduit pathways routed throughout lower level to locations of vertical risers. Distribution capabilities at each floor level are limited. The second floor telecommunications room (TR) is positioned at the south end of the building. Therefore, cables routed to the north end of the building are approaching distance limitations of structured cabling. The telecommunications room should be repositioned to a central location on the second floor building during the upcoming comprehensive renovation. With a centrally located TR, services for all the structured cabling on the first, second and third floors may be possible depending on program density requirements. This will allow the campus to have a single chassis type switch in the building to cost-effectively provide network services to essentially all of the building. The campus has transitioned to VoIP telephones as of 2008. This precludes the necessity for large voice cables between telecommunication rooms. There is still a requirement for a 50 pair cable from the entrance room to the telecommunications room for miscellaneous devices such as fax machines, modems, etc. This cable would be provided under the renovation project.


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The cabling that is in place is inconsistent with current UW- Platteville campus standards and will not support the required transmission speeds. The existing telecommunications cables should be replaced in all areas of the building that will be renovated.

An issue to be address in this project is the poor condition of the telecom room on the lower level. The ducts must be sealed to prevent water migration into the room and the floor should be sealed to limit dust. The existing telecom head-end equipment should also be moved to minimize any chance of additional damage from water. The grounding system should also be upgraded to meet current industry and campus standards. The existing telecommunications cabling should be deactivated and removed as new cabling replaces existing. The cabling is old and in poor condition. Most future cabling should be routed to the location of a future, central telecom room on second floor. Clean-up of the existing telecom room in the lower level would continue under Phase 2 of the project. During cleanup of the basement telecom room (TR), the existing second floor TR must remain operational even though the cables feeding second floor room originate in the lower level telecommunications room. Care must be taken to closely coordinate with campus personnel for any outages necessary to support the renovation. Phasing will be significant for the telecommunications portion of this project. The role of the lower level telecom would be minimized in the Phase 2 renovation. A centrally located second floor telecom room will be the main point of connectivity for the three major floors. One method to phase this transition is to route all new structured cabling to the existing second floor telecom room. In an effort to minimize additional project cost, cabling from the first floor would be routed to a location near the future second floor telecom room and then rerouted to the new TR built once built. The new second floor TR would be sized to support all structured cabling on first, second and third floors.

Renovated areas on the second and third floors will be provided with new cabling. Again, new cabling would be routed to a designated location near the new second floor TR, with additional cable lengths included for extension to the new TR. New cabling will be neatly coiled and properly labeled, and then terminated on associated patch panels. Cabling tests shall meet industry standards established for the specific cabling type.

All classrooms and labs would have one voice and four data cables at each teacher station. There would be two additional information outlets located in the classrooms as directed by the campus IT department. All classrooms would have a data outlet in the ceiling for a projector, as well as a data jack for a wireless access point. All offices would each have two information outlets for voice and data connectivity.

Cable Television The campus standard is to provide CATV distribution on single mode fiber to a building that requires this service. One pair of the existing single mode fiber can be re-terminated on both ends with FC-APC connectors to provide CATV service to the facility.

Provide CATV service and distribution to selected labs, classrooms and spaces.


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AUDIOVISUAL SYSTEMS The audiovisual equipment in Boebel Hall is a mixture of systems in the existing building. Some rooms were remodeled circa 1997 and others have been remodeled as recently as 2005. There is a considerable range of equipment to account for in the overall facility. Audio-Visual Equipment Much of the existing audiovisual equipment can be removed from the classrooms prior to renovation and reinstalled after the room remodels have been completed. Projectors have been upgraded over recent years with newer, more current equipment. These projectors can easily be utilized in the renovated classrooms. There are also some lighting control units that can be removed from the classrooms and used in the renovated rooms. These lighting control units are current technology and can provide years of service. The control units for the AV systems have also been upgraded over the years. Some of the older vintage systems have had the CPU boards replaced to allow them to run the most current software. The audiovisual equipment for Boebel Hall is a mixture of systems. Much of the equipment can be used again, but existing rooms are at different technology levels, and are not up to new building standards. Therefore, there will need to be additional sound reinforcement systems purchased and installed as well as assisted listening systems.

Overall we estimate construction costs for audiovisual systems to be approximately $5,750 per classroom with the assumption that each of the existing projectors and lighting control systems can be utilized in the renovated classrooms. New sound reinforcement systems should be planned as well as assisted listening systems. Lecture halls sized as shown on the program drawings will require additional equipment that totals approximately $23,000 per lecture hall. The UW – Platteville campus standard has previously been to have all pathways installed under the construction project. The campus has typically purchased the equipment and installation with project funding and selected the vendor of their choice. Therefore, the actual design of the systems is outside the scope of this report. Estimated costs have been included so the costs can be properly allocated to the project.


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4C – BUDGET RECOMMENDATION The following budget recommendations are based on the following:

• Space Program included in Chapter 3B - Space Program • Drawings included in Chapter 3C - Conceptual Floor Plans. • Written systems description presented in Chapter 4A – Existing Building Condition Survey &

Renovation Recommendations. • Detailed Room data Sheets presented in Chapter 5A.

The Phase 2 budget recommendation is based on 2015 construction. Annual inflation of 3% has been assumed. Opinions of probable construction costs presented within the context of this report are prepared on the basis of Consultant's experience and qualifications and represent Consultant's judgment as a professional generally familiar with the industry. However, since Consultant has no control over the cost of labor, materials, equipment, or services furnished by others, over contractor's methods of determining prices, or over competitive bidding or market conditions, Consultant cannot and does not guarantee that proposals, bids, or actual construction cost will not vary from Consultant's opinions or estimates of probable construction cost.


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Summary Estimate

UW-Patteville - Boebel Hall Remodel - Phase 2 Opinion of Probable Construction Cost

Total SF: 46,315 Item Budget SF $/SF

Construction CostsArchitectural 6,396,261 46,315 138Fire Protection 135,000 46,315 3Plumbing 885,000 46,315 19HVAC 2,200,000 46,315 48Electrical 1,950,000 46,315 42Telecommunications 135,000 46,315 3Audio Visual 285,000 46,315 6Hazardous Materials Abatement 143,350 46,315 3

Construction Costs Total (2012 dollars) 12,129,611 46,315 2623% annual inflation to 2015 1,091,665

Construction Costs Total (2015 dollars) 13,221,276 46,315 285

Project CostsA/E fees - 8% 1,057,702 Plan approval/printing fees 8,000 DSF Management Fees - 4% 528,851 Project Contingency - 10% 1,322,128 DDC Controls (in contingency) - Testing & Balancing (in contingency) - Laboratory Equipment & Furnishings - 9% 1,189,915 Computer Equipment - Percent for Arts - 0.% -

Project Costs Total (2015 dollars) 4,106,595 46,315 89

Total Project Budget (2015 dollars) 17,327,871 46,315 374

Phase 2 Additional Scope OptionsEnlarge existing windows 572,912$ Replace existing compresses air source 16,000$ Provide central pure water source 85,000$

Note: Costs are for construction in summer 2015. Annual inflation at 3% has been assumed.


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Detailed Architectural Estimate

UW-Patteville - Boebel Hall Remodel - Phase 2 - Predesign Opinion of Probable Construction Cost

Description Qty. Unit Unit Cost Total

Architectural - Demolition Remove slab on grade 4,220 sf 8.00 33,760 Remove exterior masonry wall construction 4,630 sf 5.00 23,150 Built-up roof demolition 18,500 sf 3.00 55,500 Interior Gut 45,500 sf 8.50 386,750 Disposal & Recycling 1 ea 20000.00 20,000 Architectural - New work Exterior Work Excavation & backfill for footings 330 lf 1000.00 330,000 Concrete footing 330 lf 300.00 99,000 Concrete foundation wall (4' deep) 1320 sf 500.00 660,000 Foundation wall insulation 1320 sf 2.50 3,300 Foundation wall waterproofing 1320 sf 2.50 3,300 Fill & prep for interior slab on grade 3000 sf 2.00 6,000 Interior concrete slab on grade 3000 sf 4.00 12,000 Restore sidewalk and site 4000 sf 5.00 20,000 Exterior cavity wall with metal or phenolic panel 2100 sf 40.00 84,000 Second floor structural infill slab 720 sf 20.00 14,400 Concrete fill for tiered classroom 1000 sf 15.00 15,000 Roof infill adjacent to greenhouse 1200 sf 12.00 14,400 Roof replacement - built-up 1050 sf 10.00 10,500 New parapet and other flashings 750 lf 20.00 15,000 Repair exterior plaster soffits at entries 850 sf 8.00 6,800 Joint sealants at doors, windows, control joints 1 ea 10000.00 10,000 Greenhouse glazing replacement - 1" insulated- sloping 900 sf 150.00 135,000

Greenhouse glazing replacement - 1" insulated - knee wall 200 sf 125.00 25,000

Greenhouse interior glazing 360 sf 80.00 28,800 Greenhouse interior doors 2 ea 2000.00 4,000 Greenhouse interior accessory - 2 rooms 2 ea 54000 108,000


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Detailed Architectural Estimate continued:



Interior Work interior CMU Wall - 6" 5,160 sf 9.00 46,440 Pipe railing for exit stair 240 lf 65.00 15,600 Door frames - hollow metal - single 48 ea 250.00 12,000 Door frames - hollow metal - double 47 ea 250.00 11,750 Door frames - hollow metal - single - fire rated 10 ea 250.00 2,500 Doors - solid core wood prefinished - single - glazing 24 ea 1000.00 24,000 Doors - solid core wood prefinished - double - glazing 47 ea 600.00 28,200 Doors - solid core wood prefinished - single 19 ea 500.00 9,500 Doors - solid core wood prefinished - single fire rated 10 ea 600.00 6,000 Door Hardware - interior doors - double 48 ea 1500.00 72,000 Door Hardware - interior doors - single 47 ea 1000.00 47,000

Borrowed lites - interior 14 ea 850.00 11,900 Borrowed lites - epoxy window stool 14 ea 350.00 4,900 Storefront entry door - double - glazing - hardware - 14'x12' 7 ea 9000.00 63,000 Windows - new @ south - 8' tall 1300 sf 60.00 78,000 Windows replacement @ north - 3 floors 1230 sf 60.00 73,800 Window stools, solid surface - new and existing windows 1150 lf 20.00 23,000 Gyp Bd Wall - abuse resistant w/ acoustic insul - type A4 14,500 sf 6.75 97,875 Ceramic tile floor and base 800 sf 15.00 12,000 Ceramic tile walls 1440 sf 10.00 14,400 Concrete floor sealer 1390 sf 1.50 2,085 Epoxy floor in animal area 750 st 10.00 7,500 Sheet vinyl flooring w/ integral cove base 25690 sf 8.50 218,365 Vinyl composition tile 13810 sf 4.50 62,145 Vinyl base 4350 lf 2.75 11,963 Rubber stair treads and risers 960 lf 20.00 19,200 Rubber stair landings 640 sf 13.50 8,640 Paint - walls - low VOC latex 74200 sf 1.50 111,300 Paint - railings 1200 lf 2.00 2,400 Acoustic Ceiling Tile 41580 sf 4.50 187,110


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PVC chair rail and wall protection- classrooms only 350 lf 15.00 5,250 Stainless steel wall protection and corner guards 1 ea 5000.00 5,000 Fire extinguisher & cabinet 28 ea 400.00 11,200 Rolling window shades - standard - manual 4860 sf 10.00 48,600 Lab Casework - Lower - 2/3 shelving 1/3 drawer units 1290 lf 450.00 580,500 Lab Casework - Upper 260 lf 250.00 65,000 Epoxy Countertop 1290 lf 150.00 193,500 Epoxy Lab sinks 44 ea 550.00 24,200 Full Height Cabinets 20 ea 850.00 17,000 Storage shelving - open 150 lf 75.00 11,250 Flammable storage cabinets A/G/V Fittings 200 ea 100.00 20,000 Emergency Showers 14 ea 850.00 11,900 Fume Hoods - includes vented acid/base storage cabinet 19 ea 10000.00 190,000 Lab Casework - moveable quad stations - no utilities 60 ea 1000.00 60,000 Lab Casework - moveable quad stations - with utilities 6 ea 2500.00 15,000 Lab Casework - moveable "eclipse" table 12 ea 2000.00 24,000 Lab casework - moveable teaching station 14 ea 2250.00 31,500 Epoxy top 30x60 tables - research 40 ea 1500.00 60,000 Mobile storage cabinets 6 ea 850.00 5,100 Stainless steel casework - animal care 1 ea 15000.00 15,000 New elevator in existing shaft- 4 stops 4 ea 30000.00 120,000

Architectural - Sub-Total 5,056,333 Estimating Contingency 15% $758,450General conditions 10% 581,478

Architectural - Total $6,396,261


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Asbestos Abatement Phase 2 Flooring 26,900 sf 3.50 94,150 Duct caulk joints 1 ea 30000.00 30,000 Fire Doors 14 ea 300.00 4,200 Fume Hoods 6 ea 750.00 4,500 Countertops 1 ea 10500.00 10,500

Asbestos Abatement Phase 2 - Total $ 143,350

Options Enlarge Existing Windows Remove existing windows 2,100 sf 5.00 10,500 Remove masonry or concrete 2,000 sf 35.00 70,000 New lintels 1,000 lf 25.00 25,000 New windows 5,000 sf 60.00 300,000 New sealants 1 ea 10000.00 10,000

Architectural - Sub-Total 415,500 Estimating Contingency 15% $62,325General conditions 10% 47,783 Inflation to 2015 9% 47,305

Architectural - Total $ 572,912


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4D - PHASING RECOMMENDATIONS More detailed discussion needs to be had around phasing and temporary relocation of class labs and classrooms. The basement MEP systems support basement and first floor spaces and the 4th floor mechanical room provides the infrastructure for the third and fourth floor spaces. With this split system completing the first floor and basement renovations first would allow faculty to fully occupy the first floor and basement allowing the second and third floor to be totally vacated.


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5A – ROOM DATA SHEETS Room data sheets were developed to collect information from the University staff regarding their programmatic needs and preferences for each space. The data sheets compile information related to the following topics:

Room adjacencies Room Functions Equipment needs Furniture needs Storage needs Architectural finish preferences Plumbing equipment and performance requirements HVAC equipment and performance requirements Electrical equipment and performance requirements Telecommunication equipment and performance requirements Audio Visual equipment and performance requirements

The room data sheets were used to develop the conceptual floor plans and helped to inform the renovation recommendations made in Chapter 4A and the Budget Recommendations made in Chapter 4B. The following room data sheet represents the “Building Standard” preferences. The individual room data sheets in the following sections will defer to the “Building Standards” and/or list specific variances or additions.

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