aaron overstreet - design portfolio

AARON OVERSTREETDESIGN PORTFOLIO

AARON [email protected]

719 . 201 . 812527 W Cimarron #1

Colorado Springs, CO

I am an architectural designer driven by high quality design with a passion for utilizing graphics throughout the creative design process. I strive to enhance my technical skills through research on design aesthetics, new and innovative practices, sustainability and the use of new software.

My key professional proficiencies are computer modeling, time management skills, listening to client needs and being able to discern their true project goals, a mastery of numerous architectural and design software packages, project diagramming and creative visioning.

I am driven to learn and grow in my chosen profession as an Architectural Designer.

503 S. Logan St.Denver, CO 80209

Curriculum Vitae

Professional Experience

HB & A , Colorado Springs, CO

04 . 2010 – Architectural Intern and Designer

My involvement in over sixty projects includes the full spectrum of the architectural process including schematic design, the development of construction documents, detailing and narrative, construction administration, area development plans, conceptual visualization, project rendering, marketing and project presentation. I have developed an extremely versatile skill set allowing me to be an asset in all forms of architectural planning.

04 . 2010

HB & A , Colorado Springs, CO

04 . 2010 – Architectural Intern and Designer

04 . 2010

Skills

Languages

Organizations /Accreditations

NCARB , Member since 2009

Spanish , Basics

Revit PhotoshopIndesign

SketchUp

3dsMax

Rhino

Office

AutoCAD

Illustrator

Maxwell

AdvancedAdvancedGood

Good

Good

Good

Good

Proficient

Proficient

Proficient

I am currently undergoing the NCARB accreditation process and have completed approximately 85% of the requirements towards completion. I am prepared to begin testing for licensure.

Interests

I have many hobbies and passions including graphic design, photography, interior design, snowboarding, live music, cars and motorcycles, biking, ping pong, and craft beer. All of those are important but my true passions lie within golf and football. When I’m not at work or with my wife and dog, I’m probably out on the golf course or taking in a Bronco’s game.

American Planning Association Awards 2013

Montana State School of Architecture Thesis Award

Category 3 - Area Development Plan Winner

Runner Up - Best Plan B Thesis

I was a principal member of a project team that was awarded this prestigious top honors award at the Federal Planning Division Conference for space planning, design and utilization of existing space for an airfield development planning project at RAF Lakenheath, UK.

I was awarded this honor as part of the Montana State University School of Architecture Graduation Ceremony for work I had done in the completion of my graduate thesis. It was awarded to me as a result of voting by the MSU Architectural faculty and my student peers.

Education Montana State University , Bozeman MT

Montana State University , Bozeman MT

08 . 2008 – 05 . 2009 Masters in Architecture

08 . 2003 – 05 . 2008 Bach. Environmental Design

Fall Semester- Urban Design, Chicago, ILRefurbishing a large, desolate and abandoned post office while also connecting it to the vitalizing shores of Lake Michigan.

Spring Semester- Thesis, Bozeman , MTMotion.Rest. - An exploration in how architecture can help blur the lines between life and death through various forms of meditation, cleansing, porosity, and the celebration of motion and rest.

Awards

Over the past two years I have worked on a variety of unique projects at Sink Combs Dethlefs, which has given me valuable experience in a range of projects and architectural design. Working on a large and complex project for the University of Michigan has allowed me to grow as a professional and given me experience in project management, BIM management, multi discipline coordination as well as partner firm and client coordination. Valuable experience has also been gained working with the contractor and being involved in construction costs discussions, value engineering, multiple construction documents and bid packages, and construction administration.

I have also expanded my skill set by providing multiple graphics packages for high level clients and universities. These packages were supplemental design packages that helped transform spaces to tell a story or emphasize client branding through custom displays, graphic wall imagery, creative finishes, lighting, and brand theming. Doing this work gave me the opportunity to explore both of my passions of architecture and graphic design.

9 4

Sink Combs Dethlefs , Denver, CO

Current9 4

The Athletics’ South Campus at the University of Michigan is the existing home to several varsity sports including Tennis, Wrestling, Gymnastics, and Soccer. Each of these sports has dedicated facilities in the area. The project featured on these pages was designed to create a consolidated hub for new and exist-ing team sports on the campus, as well as provide new facilities, training space, and competition venues. Among the new buildings being built on the site are indoor and outdoor track venues with accompanying fields and stadiums, a lacrosse team center and stadium, an indoor rowing facility, a new performance center including a large strength & conditioning center, a sports performance lab, and a state of the art athletic medicine facilities that will serve the roughly 400 student athletes that will train and compete on the Athletics’ South Campus. This project was 605,000 square feet and was split into four different venues; the Sports Performance Center, the Indoor Track Stadium, the Outdoor Track Stadium, and the Lacrosse Stadium. I was involved in all four of these projects from design development all the way through construction administration.

University of Michigan , Athletic South CampusAnn Arbor, MichiganUnder Construction

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HOLLOW MTL. WINDOWS @EACH OFFICE, TYP

(24) BUILT INCUBBIES

Redundant Room

REHAB1320-E

2574 SF

TREATMENT1320

207 SF

FACILITY MANAGER1140B

237 SF

WORK/COPY1140

171 SF

RR-WMN'S1133T

182 SF

RR-MEN'S1131T

201 SF

CHANGING1133A

293 SF

CHANGING1131A

1433 SF

HYDROTHERAPY1310

184 SF

SHARED OFFICE1320B

228 SF

SHARED OFFICE1320A

2723 SF

ROWING TANK1110

555 SF

ROWING LOBBY1100-C2

241 SF

SUPPLY STOR.1121

J.2

139 SF

RECEPT.1330

45 SF

RR1314T

46 SF

RR1312T

AI-24811

12

10

AI-2108

9

7

ELEV.10E3

281 SF

WAITING1300

STAIR10S3 CIRCULATION

1100-C4

183 SF

VESTIBULE10C1

69 SF

JAN1125

WORK BENCH OFOI

AI-258

2

AI-248

18

1719

20

6

AI-259 1213

AI-259

11

10

AI-4151

STAIR10S4

PAA

A

H

I

C

J

F

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48 SF

ELEV.10E2

REFER TO LACROSSE (LAX)

/1

AI-1

01- 5

STAIR10S1

261 SF

CIRCULATION1100-C3

2204 SF

STORAGE1310A

102 SF

VESTIBULE1100-C1

200 SF

STAIR10S5

/1 AI-101-6

/1

AI-1

01- 6

/1

AI-1

01- 8

REFER TO LACROSSE (LAX)REFER TO LACROSSE (LAX)

R1

R3

R2

T

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PLYO RAMP UP

PLYO STAIR UP

(3) COMPUTER WORKING STATIONS

BOTTLE FILLER

TREADMILL POOL

PLUNGE POOL

PLUNGE POOL

PLUNGE POOL

71 SF

IT1123

AI-4001

AI-252

AI-252

2

1

AI-2527

AI-25211AI-2528

AI-43112

AI-43113

CENTRALCIRCULATION

10C3

D

/1 AI-101-8

/1 AI-101-5

AI-2722

AI-217

17

AABBCC1.6

1.72.6

1AI-321

G.6

LINE OFBRIDGE ABOVE

MOPSINK

AI-7267A

AI-270

2

AI-270

1

AI-4281

AI-2704 3

CG TO PROVIDE (6)GROMMET HOLES,OWNER TO VERFIYLOCATION

CG TO PROVIDE (13)GROMMET HOLES , OWNERTO VERFIY LOCATION

CG TO PROVIDE (3)GROMMET HOLES,OWNER TO VERFIYLOCATION

GC TO SCRIBEWORKSURFACE SUPPORTAROUND RADIATOR INTHE FIELD

7

AI-213

9

10

PD-01SD-01

PD-01

SD-01

5

AI-2714

E-112

E-115

E-113

E-114

E-113

E-112

E-124TYP.

POOL ENVIRONMENT

ALL LIGHTWEIGHT METAL STUDS AND MISC.STEEL IN THIS AREA (POOL ENVIRONMENT)TO BE G90 GALVANIZED COATINGRE : SPECIFACTIONS

ALL GYP. BOARD WITHIN THIS AREA TO BEPAERLESS TYPE - GEORGIA PACIFIC DENSHIELDOR EQUALRE : SECIFICATIONS

UTILIZE MINERAL WOOL/FIRE STOPINTUMESCENT SPRAY AT ALL INTERIOR HEAD OFWALL JOINTS AT PERIMETER OF THIS AREA TOACT AS AIR/VAPOR BARRIER

FIRE STOP/SEAL ALL PENETRATIONS AT THEPERIMETER OF THIS AREA TO ACT AS AIR/VAPORBARRIER

INTERIOR FINISH TO BE EPOXY PAINT ATPERIMETER WALLSRE : SPECIFICATIONS

PAINT ALL GALV. MISC. STEEL, RAILINGS, STAIRS,COMPOSITE METAL DECK, AND METALLIC MEPSUPPORT/INFRASTRUCTURE AT POOLENVIRONMENT WITH CORROSION RESISTANTPAINT. RE : SPECIFICATIONS

CONTINUE ALL PAINT FINISHES AT WALLS UP TOUNDERSIDE OF DECK AT ALL ROOMS OF POOLENVIRONMENT WHETHER EXPOSED OR NOT

160 SF

WORK/COPY1222

146 SF

ASST. COACH1218

11

AI-321

AI-4153

142 SF

FACILITIES OFFICES1140A

GENERAL FLOOR PLAN NOTES:

1. DO NOT SCALE DRAWINGS2. REFER TO ARCHITECTURAL SHELL (AS) DRAWINGS FOR

EXTERIOR SHELL SCOPE3. SEE LIFE SAFETY (LS) DRAWINGS FOR CODE INFORMATION4. SEE AI-600 & AI-601 FOR DOOR SCHEDULE AND FRAME

TYPES5. DOOR LOCATIONS SHALL BE 4" FROM FINISH WALL TO EDGE

OF DOOR OPENING, UNO (SEE AI-600)6. SEE AI-601, 603, & 604 FOR WINDOW SCHEDULE AND

GLAZING TYPES7. SEE AI-620 FOR TOILET GROUPS AND ACCESSORIES.8. SEE AI-730 THROUGH AI-735 FOR TYPICAL CEILING DETAILS9. SEE AI-801 THROUGH AI-803 FOR TYPICAL ARCHITECTURAL

FRAMING DETAILS10. FOR FINISH LEGEND, FINISH FLOOR PLANS AND RELATED

INFORMATION SEE INTERIOR (I) DRAWINGS. SEE I-100 FORFINISH INFORMATION AND FINISH PLANS AND INTERIORELEVATIONS FOR SPECIFIC LOCATIONS AND PLACEMENT.VERIFY WITH ARCHITECT IF ANY DISCREPANCY OCCURS.

11. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETESURFACE WITHIN 18" RADIUS AT 1/4" PER FOOT TOWARDFLOOR DRAIN, UNLESS OTHERWISE INDICATED.

12. VERIFY EQUIPMENT ROUGH-IN DIMENSIONS WITHMANUFACTURER AND/OR WITH REUSED OR EXISTINGEQUIPMENT

13. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTINGSTRUCTURE

14. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANSOUTSIDE THE BUILDING RELATE TO USGS ELEVATIONS. ALLSPOT ELEVATIONS INSIDE THE BUILDING REFER TOBUILDING REFERENCE ELEVATIONS. NOTIFY ARCHITECTIMMEDIATELY SHOULD CONDITIONS BE FOUNDCONTRADICTORY TO THESE DRAWINGS. 100'-0" = 903'.0'

15. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90DEGREES UNLESS OTHERWISE NOTED.

16. ALL DIMENSIONS ARE NORMAL AND TO GRID LINE, FACE OFCONCRETE OR MASONRY, OR FACE OF FRAMING, UNLESSOTHERWISE NOTED.

17. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINALDIMENSIONS, UNLESS NOTED AS ACTUAL.

18. PROVIDE CONCEALED BLOCKING TO SUPPORT ALL WALLAND CEILING MOUNTED EQUIPMENT, INCLUDING ALL OFOI,OFCI, AND CFCI ITEMS SHOWN ON PLANS.

19. NOT USED20. NOT USED21. NOT USED22. AT LOCATIONS WITH BUILT IN SOAP DISPENSERS PROVIDE A

1" HOLE IN COUNTER TOP TO ALLOW PUMP TO BEINSTALLED.

23. AT CONCESSIONS ALL OPENINGS IN COUNTER TOPS TO BECOORDINATED WITH FOOD SERVICE EQUIPMENT.

24. SEE A800 FOR WALL TYPE TAG INFORMATION25. REFER TO SPECIFICATION FOR SHEATHING TYPES26. ALL FURNITURE IS OWNER FURNISHED OWNER INSTALLED

(OFOI) U.N.O.27. SEE SPECIFICATION SECTION 012300 FOR ALTERNATES28. TELEVISIONS ARE SHOWN FOR REFERENCE ONLY AND ARE

TO BE PART OF BID PACKAGE DR-4

1-HOUR FRR FIRE BARRIER(45 MIN. DOORS)1-HOUR FRR SMOKE BARRIER(20 MIN SELF CLOSING/AUTO CLOSINGDOORS, UNO)2-HOUR FRR FIRE BARRIER(90 MIN. DOORS)

COMBINATION: HORIZ. EXIT2-HOUR FRR FIRE & SMOKE BARRIER(90 MIN. DOORS)

3-HOUR FIRE WALL

0-HOUR FRR SMOKE PARTITION(POSITIVE LATCHING DOOR)

All information appearing herein shall not be duplicated, discharged or otherwise used without thewritten consent of TMP Architecture or, Sink Combs Dethlefs

SCD Project No.:

BUILDING ID CODE

TMP Project No.:

UM Project No.:

T M P A R C H I T E C T U R E I N C

1191 WEST SQUARE LAKE ROADBLOOMFIELD · HILLS · MICHIGAN · 48302

PH · 248.338.4561 FX · 248.338.0223EM · [email protected]

A R C H I T E C T U R E

UM Building No.:

5/25

/201

6 12

:34:

03 P

M

Athletics SouthCompetition &Performance Project

AI-101-7

FLOOR PLAN -GROUND LEVEL -SECTOR 7

Ann Arbor, MI

1411

SPC

14021

P00008932

University of Michigan

1005399

Sports Performance Center

North

SEC

TOR

5SE

CTO

R 8

SEC

TOR

6SE

CTO

R 7

1/8" = 1'-0"AI-101-7

1 EVENT LEVEL - PLAN

Issues/Revisions: Date: IDDR NO. 3CONSTRUCTION

05-26-2016

Sports Performance Center

This center provides lockers, lounges, and supporting coaching staff offices for the university’s track and field, rowing, lacrosse, and soccer teams. The facility offers strength training and conditioning areas as well as a sports performance lab, a sports medicine and treatment space, a nutrition bar, and an indoor rowing tank.

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350 SF

STORAGE1125

276 SF

STORAGE1145349 SF

STORAGE1155

829 SF

TRACK ENTRY11C2

/1

AI-101-4

/1 AI-101-2

401 SF

STAIR10S1

REMOVABLE FLOOR SECTION,ACCESS TO HYDRAULICEQUIPMENT PIT

7887 SF

CONCOURSE11C5

/1 AI-101-1

/1 AI-101-4

28" GUARDRAIL W/ HIGH PERFORMANCE COATING BY MTL.

BLEACHER MNFR.

AI-9032

AI-9011

378 SF

STORAGE1105

100'-0"

J.1 J.1

7

7

8

8

9

9

10

10

11

11

12

12

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K.1 K.1

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13

13

7.4

7.4

7.3

7.3

101 SF

TICKETS1110

21 SF

STORAGE1138

184 SF

VESTIBULE11C4

349 SF

STORAGE1135

7.6

7.6

55 SF

JAN1114

60 SF

FAM RR1112T112 SF

EMER ELEC1134245 SF

IDT ELEC1130

125 SF

IT1126

AI-4501

AI-201

1

3

2

102' - 0"

189 SF

VESTIBULE11C3

3' - 7

1/2"

9' - 4

"

10' - 5 1/2"

221 SF

VESTIBULE11C1

52 SF

ELEVATOR10E1

135°

AI-9021

AI-9023

AI-9022

72099 SF

TRACK EVENT AREA1200

CORRIDOR10C6

1627 SF

PLATFORM BY MTL.BLEACHER MNFR.

ALUM. RAMP BY MTL.BLEACHER MNFR.

STAIR BY MTL.BLEACHER MNFR.

156 SF

VOMITORY CCVOM CC

100 S

F

VOMI

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VOM

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99 S

F

VOMI

TORY

BB

VOM

BB

66 S

F

VOMI

TORY

AA

VOM

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WELDEDWIRE MESH,(2) 3' DOORS

162 SF

OFFICE1116

407 SF

MEN'S1140T

IN GROUNDCOMM BOX,INSTALL PERMANUF. REQ.

IN GROUND COMM BOX,INSTALL PER MANUF. REQ. RE:ELEC

IN GROUND COMMBOX, INSTALL PERMANUF. REQ.

15' -

8"25

' - 9"

10' -

3"

9' - 8"

9' - 8"

COMM

ON F

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HYDRAULICBANKING TRACK

300M WARM UP TRACK

6.9

6.91AI-352

12

AI-520

10

AI-520

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AI-204

1

AI-205

3

AI-205

2

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1AI-351

2AI-351

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29' - 0" 29' - 0" 29' - 0" 29' - 0" 29' - 0" 18' - 4" 10' - 8" 2' - 0"

36' -

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38' -

6"22

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8.2

8.7

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36' -

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12' -

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METAL WELDED WIRE MESHPARTITION ANCHORED TO SLABAND CLIPPED TO BLEACHERSTRUCTURE ABOVE. FOUNDATIONOF PARTITIONS BY INSTALLER ASNECESSARY.

STAIR BY MTL. BLEACHER MNFR.

6' - 2

"

K.15

12.4

H.2

H.7

REMOVABLEMULLION

REMOVABLEMULLION

12.6

C D

SC-1

ASF-1

70 SF

STORAGE1156

76 SF

STORAGE1106




2.000 m

0.269 m

2.000 mTAKE OFF BOARD

WELDEDWIRE MESH,(2) 3' DOORS

WELDED WIREMESH, (2) 3'DOORS

E

GENERAL FLOOR PLAN NOTES:

1. DO NOT SCALE DRAWINGS2. REFER TO ARCHITECTURAL SHELL (AS) DRAWINGS FOR

EXTERIOR SHELL SCOPE3. REFER TO LIFE SAFETY (LS) DRAWINGS FOR CODE

INFORMATION4. SEE AI-600 AND AI-601 FOR DOOR SCHEDULE AND FRAME

TYPES5. DOOR LOCATIONS SHALL BE 4" FROM FINISH WALL TO EDGE OF

DOOR OPENING, UNO (SEE AI-600)6. SEE AI-605 FOR WINDOW SCHEDULE AND GLAZING TYPES7. SEE AI-620 FOR TOILET GROUPS AND ACCESSORIES.8. SEE AI-730 & AI-731 FOR TYPICAL CEILING DETAILS9. SEE AI-801 THROUGH AI-803 FOR TYPICAL ARCHITECTURAL

FRAMING DETAILS10. FOR FINISH LEGEND, FINISH FLOOR PLANS AND RELATED

INFORMATION SEE INTERIOR DRAWINGS. SEE I-100 FOR FINISHINFORMATION AND FINISH PLANS AND INTERIOR ELEVATIONSFOR SPECIFIC LOCATIONS AND PLACEMENT. VERIFY WITHARCHITECT IF ANY DISCREPANCY OCCURS.

11. IN ROOMS WITH FLOOR DRAINS, SLOPE CONCRETE SURFACEWITHIN 18" RADIUS AT 1/4" PER FOOT TOWARD FLOOR DRAIN,UNLESS OTHERWISE INDICATED.

12. VERIFY EQUIPMENT ROUGH-IN DIMENSIONS WITHMANUFACTURER AND/OR WITH REUSED OR EXISTINGEQUIPMENT

13. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTINGSTRUCTURE

14. ALL SPOT ELEVATIONS SHOWN ON THE FLOOR PLANS OUTSIDETHE BUILDING RELATE TO USGS ELEVATIONS. ALL SPOTELEVATIONS INSIDE THE BUILDING REFER TO BUILDINGREFERENCE ELEVATIONS. NOTIFY ARCHITECT IMMEDIATELYSHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESEDRAWINGS. 100'-0" = 903'.0'

15. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREESUNLESS OTHERWISE NOTED.

16. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE ORMASONRY, OR FACE OF FRAMING, UNLESS OTHERWISE NOTED.

17. ALL FLOOR PLAN DIMENSIONS TO MASONRY ARE NOMINALDIMENSIONS, UNLESS NOTED AS ACTUAL.

18. PROVIDE CONCEALED BLOCKING TO SUPPORT ALL WALL ANDCEILING MOUNTED EQUIPMENT, INCLUDING ALL OFOI, OFCI,AND CFCI ITEMS SHOWN ON PLANS.

19. NOT USED20. NOT USED21. NOT USED22. AT LOCATIONS WITH BUILT IN SOAP DISPENSERS PROVIDE A 1"

HOLE IN COUNTER TOP TO ALLOW PUMP TO BE INSTALLED.23. AT CONCESSIONS ALL OPENINGS IN COUNTER TOPS TO BE

COORDINATED WITH FOOD SERVICE EQUIPMENT.24. SEE A-800 FOR PARTITION TYPE TAG INFORMATION.25. REFER TO SPECIFICATION FOR SHEATHING TYPES26. ALL FURNITURE IS OFOI U.N.O.27. SEE SPECIFICATION SECTION 012300 FOR ALTERNATES28. TELEVISIONS / MONITORS ARE SHOWN FOR REFERENCE ONLY

AND ARE TO BE PART OF LATER BID PACKAGE

1-HOUR FRR FIRE BARRIER(45 MIN. DOORS)1-HOUR FRR SMOKE BARRIER(20 MIN SELF CLOSING/AUTO CLOSINGDOORS, UNO)2-HOUR FRR FIRE BARRIER(90 MIN. DOORS)

COMBINATION: HORIZ. EXIT2-HOUR FRR FIRE & SMOKE BARRIER(90 MIN. DOORS)

3-HOUR FIRE WALL

0-HOUR FRR SMOKE PARTITION(POSITIVE LATCHING DOOR)


SCD Project No.:

BUILDING ID CODE

TMP Project No.:

UM Project No.:





UM Building No.:


AI-101-3

ENLARGED PLAN -GROUND LEVEL NE

Ann Arbor, MI

1411

IDT

14021

P00008932


1005398

Indoor Track

1/8" = 1'-0"AI-101-3

1 GROUND LEVEL PLAN - SECTOR 3, NORTHEAST

North

SECTOR 1 SECTOR 2

SECTOR 4 SECTOR 3

FIRE RESISTANCE RATING


05-26-2016

01 - MAIN LEVEL100' - 0"

02 - OFFICE LEVEL114' - 8"

J.1 K.1H1

03 - PRESS LEVEL120' - 5"

5AI-902

CORRIDORCR-3055

BROADCASTING2M129

CONCOURSE11C5

VESTIBULE11C4

ASSIST.2126

AT TRACK LEVEL: IPODDOCK/VOLUME, DATA FORSCOREBOARDMICROPHONE SOUNDBOARD HOOKUPS LIGHTSMAIN POWER @ CENTER OFGRANDSTANDS

ALUMINUM BLEACHER W/ ATTACHEDSEATING BY MTL. BLEACHER MNFR.

30" GUARDRAIL BYBLEACHER MANUF.

RAILINGS BY BLEACHER MANUFACTURER -VERTICAL PICKET, 42" GUARDRAIL AT TOPOF VOMITORY TYP

RAMP RAILINGS BYBLEACHER MANUFACTURER- VERTICAL PICKET, 42"GUARDRAIL

OVERHEAD COILING DOOR,FRAME CEILING AROUNDHOUSING

5' - 9

"14

' - 8"

VOMITORY CCVOM CC

SEATING2360


9' - 0"

MOVEABLE RISERPLATFORM AND STAIRS

2' - 6

"20

' - 5"

K.2

AISLEHANDRAILSTYP.

T.O. MASONRYLOW WALL

132' - 0"

T.O. MASONRYHIGH WALL

141' - 4"

FLIP DOWN GUARDRAIL

COLD FORMED MTL KICKERFRAMING AS REQUIRED

AI-4523

Sim

01 - MAIN LEVEL100' - 0"

02 - OFFICE LEVEL114' - 8"

J.1 K.1H1

03 - PRESS LEVEL120' - 5"

6' - 9

"

CORRIDORCR-3055

240 SF

H.C. TRACK2124

240 SF

6' - 1 3/8" 2' - 10 5/8"

STORAGE1135

CONCOURSE11C5

TIMING2M123

RE SHEET LS-132

STRUCTURE TO RECEIVECEMENTATIOUS FIREPROOFING

IDT ELEC1130


CHAIN LINK WALL ATTACHED TOBLEACHER STRUCTURE.

FOUNDATION OF CHAINLINKFENCE BY FENCE PROVIDER.

ALUMINUM BLEACHER W/ ATTACHEDSEATING BY MTL. BLEACHER MNFR.

RAILINGS BY BLEACHER MANUFACTURER- VERTICAL PICKET, 42" GUARDRAIL ATTOP OF VOMITORY TYP

51-J-3-A

3' - 6

"

1' - 0

"

5' - 6

"2'

- 6"

4' - 5

"16

' - 0"

T.O. MASONRYLOW WALL

132' - 0"

T.O. MASONRYHIGH WALL

141' - 4"

9' - 4

"11

' - 7"

5' - 9

"14

' - 8"AT TRACK LEVEL: IPOD

DOCK/VOLUME, DATA FORSCOREBOARDMICROPHONE SOUNDBOARD HOOKUPS LIGHTSMAIN POWER @ CENTER OFGRANDSTANDS

30" GAURDRAIL BYBLEACHER MANUF.

RAILINGS BY BLEACHER MANUFACTURER -VERTICAL PICKET, 42" GUARDRAIL AT TOPOF VOMITORY TYP

1' - 8"

1' - 8"

2' - 6

"

AI-4522

COLD FORMED MTL KICKERFRAMING AS REQUIRED

01 - MAIN LEVEL100' - 0"

51-J-1R1

51-J-1R1

10"

9' - 5

"

ELEC.1181

CONCOURSE11C5

1 HOUR RATED SHAFT WALLASSEMBLY CEILING, USE FIRESTOPPING AT CONNECTIONSAS REQUIRED

MTL BLEACHERS BYBLEACHER MANUF.

5 1/4" / 12"


SCD Project No.:

BUILDING ID CODE

TMP Project No.:

UM Project No.:





UM Building No.:


AI-351

PARTIAL BUILDINGSECTION

Ann Arbor, MI

1411

IDT

14021

P00008932


1005398

Indoor Track

1/4" = 1'-0"AI-351

1 SECTION AT BROADCAST

1/4" = 1'-0"AI-351

2 SECTION AT MEDIA, ADA SEATING

1/4" = 1'-0"AI-351

3 SECTION AT ELECTRICAL ROOM UNDER BLEACHERS


05-26-2016

The Indoor Track facility is connected to the Sports Performance Center, creating a hub of for athletics on the south campus of the University of Michigan. Programmatically this facility offers a state of the art hydraulic banking track, indoor training and competition throwing area, a 3,500 seating capacity stadium, as well as track athletic offices and a track and field hall of fame. Throughout the course of design I was responsible for all track related buildings and items and became a job captain for the Indoor and Outdoor track venues. Job duties included researching complex track surfaces and equipment, reviewing products with vendors and experts, creating and coordinating drawings with multiple disciplines and partner architecture firms, conducting various meetings with the client, head track coaches and athletic representatives, and coordinating with the CMGC to create a project that was on budget and met a demanding clients’ needs. Apart from these duties I was also in charge of other bid package deliverables which included a Sports Graphics and Environmental Design package, and a Code Required and Way Finding Signage package for all four projects.

Indoor Track Facility

Z-1

Z-2

Z-3

Z-4

Z-5

Z-6

Z-7

Z-8

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

Z-9

Z-10

Z-11

Z-12

Z-13

Z-14

Z-15

Z-16

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

FRONT AND BACK

Z-17

Z-18

FRONT AND BACK

FRONT AND BACK

63.43°

0.25" 1.75" 18"

12"

12"

2"1"

6"1"

2"

ALUMINUM METAL FRAME

1/4" OPAQUE ACRYLIC BACKERPLATE ADHERED TO METALFRAME, COLOR: MAIZE

1/4" OPAQUE ACRYLIC PLAQUE WITHWHITE SILKCREEN LETTERING, ADHEREDTO BACKER PLATE, COLOR: MICHIGANBLUE

12"

0.25" 0.25"

1.5"

0.25"0.25"

2.5"

0.25

"0.

25"

1.5"0.

25"

0.25

" 2.5"

12"

ALUMINUM METAL FRAME


1/4" OPAQUE ACRYLIC PLAQUE WITHWHITE SILKCREEN LETTERING, ADHEREDTO BACKER PLATE, COLOR: MICHIGANBLUE

1"1"

ALUMINUM METAL SPACERSWELDED TO METAL SIGNFRAME

1/4" ALUMINUM METAL BACKPLATE WELDED TO METALSPACERS

WELDED WIRE MESH THATSIGN ATTACHES TO

1/2" METAL THREADED BOLTAND WASHER, INSERTEDTHROUGH BACK PLATE ANDATTACHMENT PLATE

1/4" ALUMINUM METALATTACHMENT PLATE. PLACED ONBACK SIDE OF FENCE ANDCLAMPED DOWN BY THETHREADED BOLT AND WASHER



1/4" OPAQUE ACRYLICPLAQUE WITH WHITESILKCREEN LETTERING,ADHERED TO BACKER PLATE,COLOR: MICHIGAN BLUE

WELDED WIRE MESH THATSIGN ATTACHES TO


1/4" ALUMINUM METALATTACHMENT PLATE. PLACED ONBACK SIDE OF FENCE ANDCLAMPED DOWN BY THETHREADED BOLT AND WASHER

1/4" ALUMINUM METAL BACKPLATE WELDED TO METALSPACERS

ALUMINUM METAL SPACERSWELDED TO METAL SIGNFRAME AND BACK PLATE

1.75" 16" 2"

3/4"

1"3/4

"2 1/2"

01 - MAIN LEVEL100' - 0"

1' - 0

"8'

- 0"

01 - MAIN LEVEL100' - 0"

14

1' - 0

"8'

- 0"

4"4"

6AG-904

7"

8"

4" 4"

0.75

"

0.37

5"

4.5"

CENTERED TYPE

0.5"

0.87

5"

1.75

"

0.62

5" 0.62

5"0.5"

0.625"

0.875" 0.25"

0.25"

0.125"

1/4" ALUMINUM METAL BACK PLATEWITH ROUTERED BOLT HOLES FORCONCEALED FASTENERS

WELDED WIRE MESHFENCING

1/4" ALUMINUM METAL ATTACHMENTPLATE. PLACED ON BACK SIDE OFFENCE AND CLAMPED DOWN BY THETHREADED BOLT AND WASHER



1/4" ACRYLIC PLAQUE WITH 1/32"RAISED CHARACTERS AND BRIALLE,MOUNT TO BACK PLATE WITH VHBTAPE


WELDED WIRE MESHFENCING

1" 6" 1"

1/2" 1/2" 1/2" 1/2"

ROUTERED RECESS FORCONCEALED FASTENER

1"1"

W-1

W-2

W-3

W-4

W-5

W-6

W-7

W-8

W-9

W-10

W-11

W-12

W-13

W-14

W-15

W-16

01 - MAIN LEVEL100' - 0"

48"

8"


SCD Project No.:

BUILDING ID CODE

TMP Project No.:

UM Project No.:





UM Building No.:


AG-904

SIGNAGE TYPES ANDDETAILS

Ann Arbor, MI

1411

IDT

14021

P00008932


1005398

Indoor Track

SIGN TYPE Z GRAPHIC SCHEDULE

Issues/Revisions: Date: IDDR NO. 4 FINAL REVIEW 08-23-2016

3" = 1'-0"AG-904

1 SIGN TYPE Z 1/4" = 1'-0"TYPE Z DETAIL - ELEVATION

1/4" = 1'-0"TYPE Z DETAIL - ELEVATION 2

3" = 1'-0"AG-904

2 SIGN TYPE WSIGN TYPE W GRAPHIC SCHEDULE

1/4" = 1'-0"TYPE W DETAIL - ELEVATION

ATTACH TRACK SURFACE MATERIALTO TOP OF FORCE PLATES, TYP.

STEEL PERIMETERCHANNEL TO HOUSEPLATFORM CABLE

PROVIDE 2-3mm GAP BTWN.CHANNEL & FORCE PLATE, PERMANUF. REQ'S

PROVIDE 2-3mm GAP BTWN. FORCEPLATES, PER MANUF. REQ'S

MOUNTING FRAMEFORCE PLATE, OFCI GROUT MOUNTING FRAME TOFOUNDATION USING SIKADUR 423-COMPONENT EPOXY RESINCASTABLE NON-SHRINKINGGROUT OR APPROVEDALTERNATE MATERIAL

CONCRETE BASE &THICKENED SLAB EDGEPER MANUF. REQ.

FILL GROUT TO 5mmBELOW TOP OF

MOUNTING FRAME36" TYP.

PER MANUF. REQ.

INSIDE WIDTH OF PIT

CONC SLAB PER STRUCT.

FINISH LEVEL

STEEL SIDE CHANNEL TOHOUSE PLATFORM CABLE

PROVIDE TRACK SURFACE FOR OWNERINSTALL TO TOP OF FORCE PLATES

OFCI MOUNTING FRAME & FASTENERS,RE: MANUF. REQMT'S

OFCI FORCE PLATE2-3mm GAP BTWN. CHANNEL &FORCE PLATE, PER MANUF. REQ'S

CL

GROUT MOUNTING FRAME TO FOUNDATION USINGSIKADUR 42 3-COMPONENT EXPOXY RESINCASTABLE NON-SHRINKING GROUT OR APPROVEDALTERNATE MATERIAL

CONCRETE BASE &THICKENED SLAB EDGE PER

MANUF. REQ.

FILL GROUT TO 5mmBELOW TOP OF

MOUNTING FRAME

VERIFY WITH EQUIP.

36" TYP.

FINISH LEVEL

TRACK SURFACE OVER BASE PERMANUF REQ.

GROUT MOUNTING FRAME TOFOUNDATION USING SIKADUR 42 3-

COMPONENT EPOXY RESIN CASTABLENON-SHRINKING GROUT OR APPROVED

ALTERNATE MATERIAL

STEEL SIDE CHANNEL TOHOUSE PLATFORM CABLE

TRACK SURFACE ATTACHEDTO FORCE PLATES

OFCI MOUNTING FRAME &FASTENERS, RE: MANUF. REQ'S

OFCI FORCE PLATFORM 2-3mm GAP BTWN. CONCRETE &FORCE PLATE, PER MANUF. REQ'S

CONCRETE BASE &THICKENED SLAB EDGE PERMANUF. REQ.

FILL GROUT TO 5mm BELOW TOPOF MOUNTING FRAME

VERIFY WITH EQUIP.

3' - 0"

CL CENTER LINE OF LANE STRIPE

2-3mm GAP BTWN. CHANNEL &FORCE PLATE, PER MANUF. REQ'S

THREADED ROD W.WASHERS AND BOLTS TOPAND BOTTOM SUPPORTINGSTEEL CHANNELS

2 LAYERS CLASS A FIRE RATEDPLYWOOD FASTENED TO STEELCHANNEL SUPPORTS, WITH TRACKSURFACE ON TOP

PER MANUF. REQ.

INSIDE WIDTH OF PIT

AREA FOR FUTURE FORCEPLATE BY OTHERS

FINISH LEVEL

2

AI-520

SYNTHETIC TRACKSURFACE, RE: PLANS

PRE MANUF. SAND PIT FORMWITH CONCRETE FILL, PERMANF. REQUIREMENTS

PERFORATED PVC DRAINPIPE, 6" OF GRAVEL ALLAROUND , RE:PLUMB

ALUM. SAND CATCHERCOVER WITH RUBBERMAT SURFACE

PRE MANUF. SAND PITCATCHER, PER MANF.REQUIREMENTS

6" GRAVEL SUB-BASE WITHFILTER FABRIC LINER

SAND LANDING AREA

CONCRETE FOUNDATIONPER MANUF. REQ.

AI-5201

FINISH LEVEL

SYNTHETIC TRACKSURFACE ON CONCRETEBASE, RE: PLANS

PRE MANUF. SAND PIT FORMWITH CONCRETE FILL, PERMANF. REQUIREMENTS

SAND LANDING AREA

GRAVEL BASE

TAKE OFF BOARD ANDFOUNDATION TRAYPER MANUF. REQ.

CONCRETE FOUNDATIONPER MANUF. REQ.

AI-5201

FINISH LEVEL

LOCATION LINE OF PLANDIMENSION

RE: PLANS

ALUM. GRATING OVER SANDCATCHER, PER MANUF.

SYNTHETIC TRACK SURFACE ON CONCRETEBASE, RUN OVER FOUNDATION OF SAND PITTO EDGE OF CATCHER

CONCRETE FOUNDATION, PER MANUF.REQUIREMENTS , RE: STRUCT.

SAND LANDING AREA

PRE MANUF. PIT FORM BASEFILLED WITH CONCRETE, PERMANUF.

PRE MANUF. SAND CATCHER,PER MANUF.

6" VARIES

1' - 4

"5"

FINISH LEVEL

CONCRETE SLAB , RE: STRUCT.

WHICHEVER IS LARGER6" OR PER MANUF. REQ.

ALUM. VAULT BOX, RE: SPEC

RECESS VAULT BOX AND FOUNDATION PERMANUF. REQ. SO TOP OF VAULT BOX ALIGNSWITH ADJACENT TRACK SURFACE

TRACK SURFACE ON CONCRETE BASE,RUN OVER FOUNDATION TO EDGE OFALUM VAULT BOX

VAULT BOX CONCRETE FOUNDATIONPER MANUF. REQ.

VAULT BOX FOUNDATION PERMANUF. REQ.

1/2"

1' - 0

"

5' - 9"

1' - 7"4' - 2"

FINISH LEVEL

SYNTHETIC TRACK SURFACE TO RUN OVERCONCRETE BASE TO EDGE OF ALUM. RING,MATCH LEVEL OF ADJACENT SURFACE

ALUM. IN GRADE THROWING RING,RE:SPEC

CONCRETE FOUNDATION PER MANUF.REQ. ; RECESS TOP OF POUR TOACCOMADATE SYNTHETIC TRACKSURFACE ON TOP.

VARIES VARIES

6"

2 1/4"

COORDINATE ALTERNATE CONCRETEPOUR WITH TRACK EQUIPMENT MANUF.AND OWNER. FOR PREFERRED FINISH

CONCRETE SLAB PER STRUCTURAL

FINISH LEVEL

PIT

DEPT

H

4' - 0

"

INSIDE EDGE ATSPRINT LANESTRACK SURFACE ONSUB-BASE

CONCRETE PITFOUNDATION WALL PERAWARDED MANUF.REQUIREMENTS

HYDRAULIC TRACK STRUCTUREPER MANUF. REQUIREMENTS

TRACK SURFACE ON MARINEGRADE PLYWOOD ON HYDRAULICTRACK SUBSTRUCTURE

TRACK SURFACE OF REINFORCEDSTATIC STRUCTURE

INSIDE EDGE OF OVAL TRACK

OUTSIDE EDGE OF OVAL TRACK

REMOVABLE METAL RAILING PERMANUF. REQUIREMENTS

FOLDING PROTECTIVE SCRIMNETTING PER MANUF.

COORDINATE WITH AWARDED SYSTEM PROVIDER

RE: PLANS

VERIFY DIMENSION WITHAWARDED HYDRAULICTRACK MANUF.

CONCRETE PIT SLABPER AWARDED MANUF.REQUIREMENTS

FINISH LEVEL

4" PERF DRAIN TILE, WRAPPEDIN FILTER FABRIC,SURROUNDED BY 6" OF PEAGRAVEL ON ALL SIDES. RE:MEPFOR LOCATIONS

4" PERF DRAIN TILE,WRAPPED IN FILTER FABRIC,SURROUNDED BY 6" OF PEAGRAVEL ON ALL SIDES.RE:MEP FOR LOCATIONS

FROM

T.O

. SLA

B8"

PIT

DEP

TH


TRACK SURFACEWITH SUB-BASE

CONCRETE PITFOUNDATION WALL PERAWARDED MANUF.REQUIREMENTS

REINFORCED STATIC TRACK STRUCTUREPER MANUF. REQUIREMENTS , WITHTRACK SURFACE APPLIED


RE: PLANS

1AG-200


CONCRETE PIT SLABPER MANUF.REQUIREMENTS

FINISH LEVEL





PIT FOUNDATION WALL PERAWARDED MANUF.REQUIREMENTS

HYDRAULIC TRACK STRUCTUREPER MANUF. REQUIREMENTS

TRACK SURFACE ON MARINE GRADEPLYWOOD ON HYDRAULIC TRACK SUBSTRUCTURE


TRACK SURFACE ON ACCESSHATCH STRUCTURE PERMANUF. REQUIREMENTS




ACCESS PIT WIDTH

PER MANUF.


RE:PLANS

FINISH LEVEL

PIT

DEPT

H

4' - 0

"


CONCRETE PIT SLAB PERAWARDED MANUF.REQUIREMENTS

4" PERF DRAIN TILE, WRAPPEDIN FILTER FABRIC, SURROUNDEDBY 6" OF PEA GRAVEL ON ALLSIDES. RE:MEP FOR LOCATIONS 4" PERF DRAIN TILE, WRAPPED IN

FILTER FABRIC, SURROUNDED BY6" OF PEA GRAVEL ON ALL SIDES.RE:MEP FOR LOCATIONS

INSIDE EDGE OFOVAL TRACKTRACK SURFACEWITH SUB-BASE

CONCRETE PIT FOUNDATIONWALL PER AWARDEDMANUF. REQUIREMENTS

HYDRAULIC TRACKSTRUCTURE PER MANUF.REQUIREMENTS

TRACK SURFACE ON MARINEGRADE PLYWOOD ON HYDRAULICTRACK SUB STRUCTURE






RE: PLANS

CONCRETE PIT SLAB PERAWARDED MANUF.REQUIREMENTS

FINISH LEVEL

PIT

DEPT

H

4' - 0

"VERIFY DIMENSION WITHAWARDED HYDRAULIC TRACKMANUF.

4" PERF DRAIN TILE, WRAPPEDIN FILTER FABRIC,SURROUNDED BY 6" OF PEAGRAVEL ON ALL SIDES.RE:MEP FOR LOCATIONS

4" PERF DRAIN TILE, WRAPPEDIN FILTER FABRIC,SURROUNDED BY 6" OF PEAGRAVEL ON ALL SIDES.RE:MEP FOR LOCATIONS


SCD Project No.:

BUILDING ID CODE

TMP Project No.:

UM Project No.:





UM Building No.:


AI-520

SECTION DETAILS

Ann Arbor, MI

1411

IDT

14021

P00008932


1005398

Indoor Track

1" = 1'-0"AI-520

5 SECTION DETAIL 4

1" = 1'-0"AI-520

7 SECTION DETAIL 6 1" = 1'-0"AI-520

6 SECTION DETAIL 5

3/4" = 1'-0"AI-520

3 SECTION DETAIL 3 3/4" = 1'-0"AI-520

2 SECTION DETAIL 2 1 1/2" = 1'-0"AI-520

1 SECTION DETAIL 1

3/4" = 1'-0"AI-520

8 SECTION DETAIL 8

3/4" = 1'-0"AI-520

4 SECTION DETAIL 7

1/4" = 1'-0"AI-520

12 HYDRAULIC TRACK SECTION - BANK TRACK AND STATIC STRUCTURED VOID

1/4" = 1'-0"AI-520

10 HYDRAULIC TRACK SECTION - STATIC STRUCTURE AREA

1/4" = 1'-0"AI-520

11 HYDRAULIC TRACK SECTION - ACCESS HATCH

1/4" = 1'-0"AI-520

9 HYDRAULIC TRACK SECTION - TYPICAL

HYDRAULIC TRACK NOTE:


05-26-2016

1. ALL DIMENSIONS FOR THE HYDRAULIC TRACK PIT ARE FORREFERENCE ONLY AND ARE TO BE COORDINATED FURTHERBETWEEN ARCHITECTURAL AND STRUCTURAL ALONG WITHTHE AWARDED HYDRAULIC TRACK SYSTEM MANUFACTURER,TO DESIGN A HYDRAULIC TRACK SYSTEM THAT MEETSSPECIFIC MANUFACTURER'S REQUIREMENTS AND IAAFSTANDARDS.

2. REFER TO STRUCTURAL FOR SLAB DEPTHS, WALL THICKNESSAND REBAR REQUIREMENTS. PIT WALLS AND FOUNDATIONWALLS ARE SHOWN ARCHITECTURALLY FOR LAYOUTPURPOSES ONLY.

The Saint Louis University Chaifetz Arena is home to the university’s varsity men’s and women’s basketball teams as well as women’s volleyball. Sink Combs Dethlefs was hired to update both men’s and women’s locker rooms, and design a unique players lounge connected to each locker room. In addition to renovating locker rooms, I was given the task to revitalize existing corridors and a practice gym via a sports graphics package and interior re-design. These updated spaces would provide excitement to the once dull entry sequence and athlete lockers, and would build on athletic brand strength in an area that is used by athletes, coaches and athletics employees. These areas also serve important club members and potential new recruits, so it was important to the university that a strong message was given about core values and objectives, while also generating enthusiasm about university athletics. During the course of design, I was in charge of all graphics package and design elements. I also provided assistance in programmatic layouts for lockers and lounges, locker design, and client coordination.

Saint Louis University Chaifetz ArenaSaint Louis, MO

Locker Room Renovation and Graphics PackageCurrently In Design

For this project our team was asked to create a conceptual plan and design for a baseball and soccer sports complex on a piece of property on the North end of Colorado Springs. The design was to include multiple sized sporting fields along with a professional sized baseball stadium, a soccer stadium, a recreation center, and an indoor football complex. The goal was to give the client marketing material of a modern sports complex to show potential investors or fund raisers to get them excited about the project. My role in this project was to conceptually design all the facilities and then render the product into exciting marketing materials.

Scott Hall Field of DreamsConceptual Design Colorado Springs, CO

The goal of the Blue Dot Place Lofts is to create a complex for highly desired affordable downtown living in Colorado Springs. This project will be one of the first affordable living establishments in the downtown area in over a decade and it aspires to create a more diverse neighbourhood while injecting a spark of renovation in a previously blighted area. I was fortunate to be able to contribute to this project by laying out the six unique interior units during the design development stage, and then following through to help complete the construction document set for the entire building.

Blue Dot Place LoftsUnder Construction Colorado Springs, CO

Completed

The University Center at University of Colorado - Colorado Springs had a heavily trafficked and unsightly rear entry that needed an update to match the high design standards of the Colorado University system. I contributed by creating various design options that created a more inviting entry, while keeping the existing wheel chair ramp, and matching aesthetically with the entrance on the opposite side of the building. After a preferred concept was chosen I helped by put together the construction document set.

Entrance to UCCS University CenterBuilt Project

Design Options

Before

Colorado Springs, CO

45.0

0°

A-400

1

A-4002

I-401

14

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063

www.hbaa.com

14

20 A

US

TIN

BL

UF

FS

PA

RK

WA

Y

CO

LO

RA

DO

SP

RIN

GS

, C

O 8

09

18

A-105

SECTOR E -

PROPOSED

FLOOR PLAN

MR

JAF , ADO

215 - 03

100% REVIEW SET 2.25.2011

DD PROGRESS 1.13.2011

UC

CS

LO

BB

Y

RE

NO

VA

TIO

N

4

A-601

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063

www.hbaa.com

14

20 A

US

TIN

BL

UF

FS

PA

RK

WA

Y

CO

LO

RA

DO

SP

RIN

GS

, C

O 8

09

18

A-400

BUILDING

ELEVATIONS

& WALL

SECTIONS

MR

JAF , ADO

215 - 03

100% REVIEW SET 2.25.2011

DD PROGRESS 1.13.2011

UC

CS

LO

BB

Y

RE

NO

VA

TIO

N

Colorado Springs Science CenterConceptual Design Colorado Springs, CO

The Colorado Springs Science Center Project is a local initiative to gain funding for a local science center in the downtown area. I was tasked to create a conceptual museum design and then create visuals for marketing materials. The goal was to create something that was unique to Colorado Springs and yet different from the current architecture around the city.

Aspinwall is a master planned low income housing community developed in multiple stages, just outside of Boulder, CO. The Aspinwall phase consisted of the design of various duplexes and multi- family units, resulting in nine different unit types configured into eight separate building types. This was a fun and challenging project to be a part of as it was a great learning experience on how to coordinate drawings as a team for a project with so many different models. I was able to contribute to the construction document phase and help with construction administration.

Aspinwall Community DevelopmentUnder Construction Lafayette, CO

D D

A

B

BE

C

UNIT TYPES

SUSTAINABILITY DIAGRAM

F

4 PLEX UNIT SAMPLE

CONSTRUCTION PHOTOS

A part of the Aspinwall Community design is a central Community Center. I created multiple concepts for this complex, multi-level building until a preferred concept was chosen, for which I then helped with the construction document set.

Aspinwall Community CenterUnder Construction Lafayette, CO

OPTION 2OPTION 1

CHOSEN OPTION

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 E. MORENO

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063

www.hbaa.com

A-500

BUILDING

SECTIONS

Checker

Author

168-08

Schematic Design Feb. 2013

Design Develop. July 2013

Building Permit Dec 19, 2013

For Construction Jan 31, 2014

Com

munity B

uildin

g

AS

PIN

WA

LL

at

Josephin

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om

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Pla

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MAINTENANCE SHOP

STORAGE

STORAGE

ENTRYMECH

OFFICE

OFFICEOFFICE

OFFICE

OFFICESTOR.

COMP.

RESTROOM

RESTROOMRESTROOM

KITCHEN CONFERENCE

COMMUNITY ROOM

FLOOR PLANS

Miscellaneous Renderings

the farm

AARON OVERSTREET

THANK YOU

[email protected] . 201 . 8125

27 W. Cimarron #1Colorado Springs, CO

503 S. Logan St.Denver, CO 80209