south dakota board of regents committee on budget ... · indoor practice space (139,860 gsf), a...

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RECOMMENDED ACTION OF THE EXECUTIVE DIRECTOR

Approve SDSU’s Facility Design Plan to construct an Indoor Practice Facility and Human Performance Facility at an estimated cost of $32,000,000. Funding for construction of this project will come from a $10,000,000 naming gift, donations and pledges of $16,093,135, $2,000,000 from a Sports Medicine Agreement, and a donation of $3,906,865 from the Foundation if further private donations are not secured.

SOUTH DAKOTA BOARD OF REGENTS

Committee on Budget & Finance

AGENDA ITEM: III – B

DATE: June 19-20, 2013

****************************************************************************** SUBJECT: SDSU Indoor Practice Facility and Human Performance Facility Facility Design Plan

South Dakota State University requests approval of its Facility Design Plan for the Indoor Practice and Human Performance Facility at a cost of $32,000,000. The project’s Preliminary Facility Statement was approved by the Board at its June 2011 meeting. The Facility Program Plan was approved at the Board’s October 2012 meeting. The project was approved during the 2013 legislative session through SB 11. The Building Committee approved the Facility Design Plan in December 2012 with the Guaranteed Maximum Price being approved in May 2013. The Indoor Practice and Human Performance Facility will now be comprised of two distinct floor areas – an Indoor Practice space of 149,368 square feet and a Human Performance space of 14,800 square feet for a gross facility area of 164,168 square feet. This is a space savings of 24,827 square feet from the Facility Program Plan. Funding for the construction must come entirely from donations as identified in the legislation. The funding identified to date by SDSU follows: Naming Gift $10,000,000 Donations and Pledges $16,093,135 SDSU Sports Medicine Agreement $2,000,000 Gift from Foundation* $3,906,865 Total Available $32,000,000 * Only if pledges are not secured

A copy of SDSU’s Foundation funding letter can be found as Attachment I to this item.

SDSU Indoor Practice Facility and Human Performance Facility – Facility Design Plan June 19-20, 2013 of 2 The annual funding need for maintenance and repair is estimated at $610,040. Maintenance and repair of the facility will rely on revenues from endowment funds and annual funds raised by the SDSU Foundation in cooperation with the university and the athletics department. SDSU expects to secure the necessary donations for maintenance and repair but will utilize HEFF if it becomes necessary.

Operations costs remain estimated at $386,000. This cost would be covered with gifts and sponsorship revenues as well as rental and user charges estimated to be around $400,000 per year. The funding for the anticipated $190,000 in utilities comes from the general fund utility budget. If the state does not fund the utility budget, the cost may be passed onto students. Additional project design details can be found in SDSU’s attached Facility Design Plan and schematic drawings.

ATTACHMENT I 3

FACILITY DESIGN PLAN FOR

INDOOR PRACTICE AND HUMAN PERFORMANCE FACILITY SOUTH DAKOTA STATE UNIVERSITY

SDSU requests approval of this Facility Design Plan to continue planning the Indoor Practice and Human Performance Facility. The project received Legislative approval in the 2013 Legislative session.

The Preliminary Facility Statement (PFS) was approved at the June 2011 Board of Regents meeting. The Building Committee convened to select a Construction Manager at Risk on April 19, 2012. Preliminary design was finalized in July and completed in August 2012. The Building Committee approved the preliminary design and recommended that the project proceed to design development on September 14, 2012. The Facility Program Plan (FPP) was approved at the October 2011 Board of regents meeting. Building Committee approved the FDP on December 18, 2012 and a Guaranteed Maximum Price (GMP) was approved on May 29, 2013.

1.a. Architectural, mechanical and electrical schematic design The Indoor Practice space is consistent with the program requirements and facility described in the Facility Program Plan.

Exterior Elevation – West Exterior Elevation - East Sheet C1-1 - Site Plan Sheet A1-1.0 - Level 1 Floor Plan Sheet A1-2.0 - Mezzanine Floor Plan Sheet A1-1.5 - Human Performance Facility Floor Plan Sheet A5-1.1 - Building Sections

The Indoor Practice space will be a long span structural steel rigid frame truss system. The building will be a clear span structure that encloses the practice field, track, and spectator seating within the open span. The truss system will incorporate a structural slope that drains to the north. The height to the bottom of the trusses will be a minimum of 58 feet above the practice field of play. The overall height of the building is currently designed to be approximately 82 feet at the south elevation and 70 feet at the north elevation.

The exterior walls include a steel girt system between the rigid frames that is fully insulated. Athletic padding is provided at key competition areas and run-offs. The bottom 20 to 30 feet will be protected with a rigid metal panel lining. The exterior

ATTACHMENT II 4

finishes of the walls will include two types of metal panels, expanses of ventilation louvers, translucent wall systems, and an anodized aluminum storefront system at all entrances. The roof system will include structural bar joists, metal deck, rigid roof insulation, and an EPDM roof.

The foundation system will be standard spread footings under the rigid frames. The bases of the rigid frames will be connected from frame to frame by reinforced concrete grade beams. The long span rigid frame trusses will be tied at the base with reinforced concrete tie beams under the floor that span the width of the building.

Entrances are provided at the northwest, southwest and northeast corners of the facility. Entries to the north will be primarily used by spectators while the southwest entry will be used by student athletes. Toilet facilities and other fan amenities are based on occupancy of 1,500 including 1,000 spectators and 500 athletes/staff. The open floor accommodates up to 1,000 seats. Exits are provided for a total occupancy of 3,880 people.

The Human Performance space will include the functions of sports medicine, athletic training, strength and conditioning, physical therpy, hydrotherapy, and injury rehabilitation. This facility links the Indoor Practice space to the Dykhouse Student Athlete Center. The project design includes the fit out of this space as a bid alternate to the base bid of the Indoor Practice Facility and HPF shell.

The Indoor Practice space will be heated, but not cooled. The primary source of heat will be forced air via two large constant volume air handling units. Hot water supply to the heating coils inside the AHU’s will be provided by natural gas fired boilers. The facility will be zoned as a single zone serving all spaces, and it will be designed to maintain a space temperature of 55-60 degrees Fahrenheit during the heating season. The system will be controlled by direct digital controls tied to the campus building automation system. Ductwork will consist of metal ducts to branch points with transitions to a flexible fabric duct system around the building perimeter. Supplemental building ventilation will be provided by dedicated fans incorporated into the primary supply air system.

Water service to the Indoor Practice space will be provided by extending an existing 6” water main currently serving the Dykhouse Center. This single 6” water line will provide all domestic and fire sprinkler needs for the facility. Water service will be metered at the point of entrance, and the metering will be tied into the campus building automation system. Domestic water piping will be extended to restrooms and concessions areas in the NE corner of the facility. A fire sprinkler system will be provided in the facility in compliance with the International Building Code.

Electrical service will enter a dedicated electrical room in the northwest corner of the building. Electrical receptacles are distributed throughout the facility for convenience and maintenance. Receptacles are also provided at the event floor for temporary equipment during sporting events. Empty conduit will be provided for low voltage

ATTACHMENT II 5

systems utilized during track meets, football practice, and various training regimens. Lighting systems will be provided to accommodate all practice and provisions will be made for additional temporary lighting that can be installed for televised competition events. Lighting will consist of metal halide systems for event floor lighting, along with fluorescent fixtures for general illumination. Electrical lighting systems will also be supplemented by daylight through the translucent wall systems. Reinforced sound systems will be provided for public address. Power and empty conduit will be provided for wall mounted scoreboard and display systems that will be provided separately from the project. Low voltage systems include WiFi, telephone + data, security/ surveillance, access control and fire alarm systems. A fully addressable fire alarm system will be provided in the facility.

The Human Performance space will be heated and cooled. Ventilation and air flow will be provided via packaged air handling units incorporating fresh air, heating coils and cooling coils. The system will be variable air volume (VAV) which will allow zoning of spaces within the facility. HVAC controls will consist of direct digital controls tied to the campus building automation system. The Human Performance space will include a fire sprinkler system. A fully addressable fire alarm system will be provided in the facility.

The project is being designed to be resource conscious and for improved energy consumption. The project is designed to achieve LEED Silver certification.

1.b. Changes from the Facility Program Plan The project described in the Facility Program Plan was comprised of three areas, the Indoor Practice space (139,860 gsf), a Human Performance space (29,885 gsf), and a spectator seating and concourse area (19,250 gsf). Programmatic requirements within each of the areas remain unchanged.

The design has been refined in a number of ways which have resulted in space savings of 24,827 sf. The primary change is to combine the Indoor Practice space and the spectator seating and concourse areas. The space along the north edge of the building was designed to provide program seating within the overall volume of the building.

The mechanical equipment rooms that were originally included in the second floor of the Human Performance space are now shown incorporated into the floor plan of the Indoor Practice Space. The building length was reduced to minimize the space between the track and field event areas. Separated drill areas are incorporated into the corners and residual spaces of the floor plan. The building width was maintained while incorporating the spectator seating.

The Human Performance Facility design is being refined to remove the atrium corridor. This corridor was included in the concept design for possible life safety and fire separation requirements and utilized as an aesthetic feature. Further investigation proved that the atrium was no longer required for fire safety reasons, and the

ATTACHMENT II 6

additional floor area was removed. These design refinements have resulted in a facility of two distinct floor areas, an Indoor Practice space (149,368 gsf) and a Human Performance space (14,800 gsf).

As noted in the Facility Program Plan, the new facility will include an 80 yard synthetic turf field with 10 yard end zones, a 300 meter track with 100 meter straightaway, field event practice facilities, support spaces (restrooms, storage, ticket booth, concessions, and additional practice areas. The design refinements have provided approximately 13% space savings. These with other design changes to provide highly constructible building systems and value engineering efforts will be incorporated to provide an efficient facility that maintains all necessary programmatic requirements expressed in the Facility Program Plan.

1.c. Impact to Existing Building or Campus-Wide Heating/Cooling/Electrical Systems The facility will have its own boiler system using natural gas as a fuel source. The IPF will not be air conditioned. Therefore this building will not have any effect on the campus heating or cooling systems. The campus sanitary sewer, storm sewer, and domestic water systems will not be affected by the project. A description of each of the utility services follows:

Electrical Distribution: The footprint of the new Indoor Practice Space conflicts with an existing section of the campus 15KV high voltage distribution system. This will require relocating a section of high voltage underground raceway and conductor, relocating one high voltage switch, and relocating the primary feeder to the Dykhouse Student Athlete Center. The existing switchgear will be relocated to an electrical vault on the system immediately west of the project site. This switchgear will be used to re-feed the Dykhouse building as well as provide service to the Indoor Practice space. New underground raceway and conductor will be extended around the north side of the building and will tie to existing switchgear to the east.

Steam and Chilled Water: The building will have stand alone, natural-gas fired boilers, and will not be connected to the campus steam distribution system. There will be no cooling in the IPF. The HPF will be heated and cooled but not connected to the campus utilities.

Water: A new 6” water main will be extended from the existing campus water distribution system. The connection point will occur to the west of the Dykhouse Student Athlete Center.

Sanitary Sewer: Sanitary sewer for the building will be connected to a 15” municipal service south of the building. A new manhole will be installed in this 15” main at the point of connection. The new sanitary sewer system will extend around the north side of the site to pick up multiple service points from the facility.

ATTACHMENT II 7

Storm Sewer: A new storm sewer main will be run from the building site north to the drainage area near the south ditch of the HWY 14 bypass. This storm sewer will pick up site run-off around the building as well as the roof drain system. It will be sized for future site development anticipated by future projects (including the stadium), and it will not impact the existing underground campus storm sewer system that run parallel and serves other parts of campus.

Natural Gas: Natural gas service will be provided to the facility to serve the boilers. This service will be provided by Northwestern Energy.

1.d. Total Construction Cost Estimates The estimated total project cost is $32,000,000.

PROJECT COST ESTIMATE

Indoor Practice/Human Performance Facility Core & Shell $ 25,710,792 Alternate 1 - Human Performance Facility- Finish and Fit-Out $1,404,072

Guaranteed Maximum Price (GMP)* *Note that this includes 4% CM@R contingency ($1,000,799)

$27,114,864

Facility Design Costs $4,346,481

Project Contingency (2% on GMP) $538,655

TOTAL PROJECT COST ESTIMATE $32,000,000

The GMP includes the following alternate to the design development documents and will be considered as funds allow:

1. Finish and fit out of the Human Performance Facility

1.e. Changes from Cost Estimates for Operational or M&R Expenses Based on recognized standards, the annual funding for maintenance and repair/capital renewal funding should be equal to 2% of the project costs or building replacement value. Based on the current cost estimate, we estimate this allocation should be approximately $610,040. This is consistent with estimates expressed in the Facility Program Plan.

The Facility Program Plan estimated a cost of $386,000 for operations (grounds care and the minimal required custodial services) and routine maintenance of the building. Based on the current building design we consider this estimate appropriate.

The Facility Program Plan estimated utility costs at $190,000. Design refinements have not significantly affected the building volume or efficiency that will necessitate changes in this estimate.

ATTACHMENT II 8

ATTA

CH

MEN

T III 9

ATTA

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MEN

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ATTACHMENT III 11

UP

UP UP UPUP UPUP

1

1 2

2 3

3

4

4

5

5

6

6

7

7

8

8

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9

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11

11

12

12

13

13

14

14

40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0"

AA

BB

CC

DD

FF

EE

GG

HH

JJ

25' - 3"

38' - 3"

38' - 3"

38' - 3"

38' - 3"

38' - 3"

38' - 3"

25' - 3"

280' - 0"

STAIR 1

ST1

ENTRYVESTIBULE

199A

STORAGE

134

MECH(WATER)

130

EVENTMANAGEMENT

140

FIELD TURF

CUSTODIALSERVICEAND

STORAGE

136

FIELD TURF

BUILDINGMAINT.

134A

ENTRYVESTIBULE

199D

CORRIDOR

199B

long jump pit

long jump pit

SEALEDCONCRETETRACK

SURFACE

SEALEDCONCRETE

TRACK SURFACE

FIELD TURF

TRACK SURFACE

8-LANE 300 M TRACK PERNCAA COMPETITION

STANDARDS

TRACK SURFACE

RE: QUAD PLAN A1-1.1




TRACKAND

PRACTICEFIELD

126

8-LANE 300 M TRACKPER NCAA COMPETITIONSTANDARDS

FIELD TURF

TRACK SURFACE

CAMERA PLATFORM & LADDER

TRACK SURFACE

TRACK SURFACE

ELECTRICAL/ LIGHTING

132A

DATA

132

5' - 0"

520' - 0"

C.L. FIELD

C.L. STRUCTURE

STAIR 2

ST2

WOMEN

148

CONCESSIONS

142

FAM. RR

145

MEN

143

ENTRYVESTIBULE

199C

JANITOR

147

MECH CHASE

MECH CHASE

CORRIDOR

199E

FIRST AID

146

18' - 2 1/4"

REFERENCE SEATING SHEET A4-2.1

M

L

K

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N

4.8 6.3 6.8 7.5 8.3 9.3

P

RE: HPF PLAN A1-1.5

CARTSTORAGE

129

DATA /ELECTRICAL/ LIGHTING

150

17' - 0"

8' - 0"

26' - 6"

26' - 6"

26' - 6"

4' - 8"

109' - 2"

64' - 0" 22' - 0" 27' - 0" 32' - 0" 39' - 0"

184' - 0"

2' - 4 3/16"2' - 4 3/16"

1' - 5 3/16"

L.9

60' - 0"

23' - 11 1/4"

DATA

125

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Indoor Practice & Human

Performance Facilities

South Dakota State University, Brookings, SD

title :

project number :

sheet no.

GMP Set 4/12/13

NOT FOR CONSTRUCTION

Architect

ARCHITECTURE, INC.415 S. Main AvenuePO Box 2140Sioux Falls, SD 57104www.ArchitectureInc.comp. 605.339.1711f. 605.339.2331

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Date :

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Associate Architect

CRAWFORD ARCHITECTS, LLC1801 McGeeKansas City, MO 64108www. CrawfordArch.comp. 816.421.2640f. 816.421.2650

Civil Engineer

BANNER ASSOCIATES409 22nd Avenue SPO Box 298Brookings, SD 57006p. 605.692.6532

Structural Engineer

THORNTON TOMASETTI912 Broadway, Suite 100Kansas City, MO 64105p. 816.221.7771

Associate Structural Engineer

STRUCTURAL ENGINEERINGASSOCIATES401 E. 8th Street, suite 201Sioux Falls, SD 57103p. 605.334.0188

MEP+F Engineer

ASSOCIATED CONSULTINGENGINEERING, INC.340 S. Phillips AvenueSioux Falls, SD 57104p. 605.335.3720

Landscape Architect

CONFLUENCE524 North Main AvenueSuite 201Sioux Falls, SD 57104p. 605.339.1205

Food Service Consultant

S2O CONSULTANTS, INC.13 Winding Branch RoadHawthorn Woods, IL 60047p. 224.717.1555

Construction Manager

4/14/2013 1:50: 52 PM

A1-1.0

Level 1 Floor Plan

1" = 20'-0"A1GROUND FLOOR PLAN N

ATTACHMENT III 12

DNDN DN

DN DNDN

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RETRACTABLE NETTING PROVIDEDBY OWNER. RIGGING SYSTEM ANDMISC. STL. TO BE PROVIDED BYCONTRACTOR. COORDINATE W/STRUCTURAL.

RETRACTABLE NETTING PROVIDED BYOWNER. RIGGING SYSTEM AND MISC.STL. TO BE PROVIDED BYCONTRACTOR. COORDINATE W/STRUCTURAL.

RETRACTABLE BATTING CAGESPROVIDED BY OWNER. RIGGINGSYSTEM AND MISC. STL. TO BEPROVIDED BY CONTRACTOR.COORDINATE W/ STRUCTURAL.


RETRACTABLE THROWING CAGENETTING PROVIDED BY OWNER.RIGGING SYSTEM AND MISC. STL.TO BE PROVIDED BYCONTRACTOR. COORDINATE W/STRUCTURAL.

RETRACTABLE THROWING CAGENETTING PROVIDED BY OWNER.RIGGING SYSTEM AND MISC. STL. TO BEPROVIDED BY CONTRACTOR.COORDINATE W/ STRUCTURAL.

CANOPY BELOW

CAMERA PLATFORM& LADDER

CAMERA PLATFORM& LADDER

STAIR 1

ST1

CANOPY BELOW

SCOREBOARD


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4.8 6.3 6.8 7.5 8.3 9.3

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RETRACTABLE NETTING PROVIDED BYOWNER. RIGGING SYSTEM AND MISC.

STL. TO BE PROVIDED BYCONTRACTOR. COORDINATE W/

STRUCTURAL.

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title :

project number :

sheet no.

GMP Set 4/12/13


Architect


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147

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Associate Architect


Civil Engineer


Structural Engineer




MEP+F Engineer


Landscape Architect





4/14/2013 1:51: 05 PM

A1-2.0

Mezzanine/ Level 2 Plan

1" = 20'-0"A1MEZZANINE N

ATTACHMENT III 13

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1' - 0"

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4.8 6.3 6.8 7.5 8.3 9.3

A10-1.3

N8

N1

N5N11

A10-1.3 K13

K1

N13

K8

A10-1.3 G13

G1

D13

G8

A10-1.3 A13

D1

A1

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A10-1.4 M12

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G1

3' - 0"

17' - 0"

8' - 0"

26' - 6"

3' - 0"

23' - 6"

26' - 6"

4' - 8"

HYDROTHERAPY POOLS &EQUIPMENT INCLUDED IN ADDALTERNATE NO. 1

HYDROTHERAPY POOLS &EQUIPMENT INCLUDED INADD ALTERNATE NO. 1

STORAGE

104A

CONFERENCE /GRAD

ASSISTANTS

106A

TRAINEROFFICE

106C

TRAINEROFFICE

106D

TRAINEROFFICE

106E

STORAGE

106F

OFFICE - HEADSTRENGTHCOACH

104B

104B.1

104A.1

A.4

A.3

64' - 0" 22' - 0" 27' - 0" 32' - 0" 39' - 0"

LINE OFMEZZANINE ABOVE

ice machine

EQ EQ EQ

106F.1

106E.1

106D.1

106C.1

TRAINEROFFICE

106B

NORTHCORRIDOR

199H

SOUTHCORRIDOR

199G

TRAININGROOM

106

HYDROTHERAPY

120

REHAB

122

TENANT SPACE

124

WOMENS

117

MENS

116

JANITOR /MECHANICAL

118

BOILER ROOM

102

ELECTRICALROOM

100

A4-1.3

A1

OUTLINE OF MECHANICAL PIT BELOW

shower

28' - 8 1/2"

L.9 L.9

POOL DECK SLAB TO BE INCLUDED INADD ALTERNATE NO. 1. COORDINATEROUGH OPENING SIZES WITH POOLEQUIPMENT PROVIDER

ADD ALTERNATE BASE BID

CONCRETE SLAB CONCRETE SLAB

EXISTING WINDOW TO REMAIN.

A.4

A.3

1111

H5/A11-2

.0H5/A11-2

.0H5/A11-2

.0H5/A11-2

.0H1/A11-2

.0H1/A11-2

.0H1/A11-2

.0H1/A11-2

.0

120.2

122.2

A.2

A.2

A.3

A.3 A.3 A.3

A.3

H9/A11-2.0H9/A11-2.0H9/A11-2.0H9/A11-2.0 H9/A11-2.0H9/A11-2.0H9/A11-2.0H9/A11-2.0

H9/A11-2.0H9/A11-2.0H9/A11-2.0H9/A11-2.0

H9/A11-2.0H9/A11-2.0H9/A11-2.0H9/A11-2.0

A.3A.3A.2

20' - 9"

6' - 0"

8' - 5"

24' - 6"

7' - 6"

24' - 6"

7' - 6"

11' - 1" 17' - 8" 18' - 2" 13' - 6 1/2"

5' HIGH4' HIGH 4' HIGH

5' - 10"

DATA

245

A.4 A.4

122.1

120.1

WEIGHT ROOM

104

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title :

project number :

sheet no.

GMP Set 4/12/13


Architect


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147

Date :

April 12, 2013

Associate Architect


Civil Engineer


Structural Engineer




MEP+F Engineer


Landscape Architect





4/14/2013 1:51: 02 PM

A1-1.6

Level 1 - Human Performance Facility -

Phase 2

1/8" = 1'-0"A1

HPF - GROUND FLOOR - ADD ALTERNATENO. 1 N

ATTACHMENT III 14

steven.rames

Polygon

HUMAN PERFORMANCE CENTER

steven.rames

Rectangle

steven.rames

Rectangle

steven.rames

Rectangle

steven.rames

Text Box

DYKHOUSE STUDENT ATHLETE CENTER

steven.rames

Text Box

HUMAN PERFORMANCE CENTER

GROUND FLOOR0' - 0"

A B C D FE G H J

MEZZANINE13' - 11"

Duct, RE: MECHANICAL PLANS,dashed line indicates 3" clearance

around duct

Camera Platform beyond,typ. at each end.

HUMAN PERFORMANCE FACILITYRE: SHEET A1-5.0

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HPF SECONDFLOOR13' - 4"

P

SUSPENDED NET SYSTEM FORDIVIDER NET. COORDINATE

WITH STRUCTURAL.

METAL LINER PANEL TO 20'-0" A.F.F.

BACKSIDE OF INSULATION ABOVE 20'-0" A.F.F.

84" DIAMETER DUCT

L.9

STRUCTRUAL FRAME AND GIRTS, SEEALTERNATE NO. 2 FOR PAINT FINISH

69' - 2" JOIST BRG

70' - 3"

60' - 0"

48' - 0"

42' - 0"

20' - 0"

11' - 6"

1' - 6"

2' - 0"

82' - 2"

60' - 0"

48' - 0"

42' - 0"

32' - 0" 28' - 8"

13' - 4"

6' - 0"

GROUND FLOOR0' - 0"

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MEZZANINE13' - 11"

CMU, PAINT

RE: SEATING SHEET A4-2.1

CMU, BURNISHED

SUSPENDED NET SYSTEM FOR DIVIDER NET. COORDINATE WITH STRUCTURAL.

METAL LINER PANEL TO 20'-0" A.F.F.

BACKSIDE OF INSULATION ABOVE 20'-0" A.F.F.

CMU, BURNISHED

48' - 0"

60' - 0"

42' - 0"

14' - 0"

70' - 3"

60' - 0"

48' - 0"

42' - 0"

11' - 6"

20' - 0"

1' - 6"

2' - 0"

70' - 3"

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title :

project number :

sheet no.

GMP Set 4/12/13


Architect


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147

Date :

April 12, 2013

Associate Architect


Civil Engineer


Structural Engineer




MEP+F Engineer


Landscape Architect





4/14/2013 1:51: 52 PM

A5-1.1

Building Sections - IPF

1/16" = 1'-0"F1Section - North/South Overall

1/16" = 1'-0"A1Section - IPF Facing North

ATTACHMENT III 15

south dakota board of regents committee on budget ... · indoor practice space (139,860 gsf), a...

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