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TANYA KARINA JANA-FORD


Aalto’s Interior Graphite on Pressboard 36” x 48” Won 3rd - Rendering Competition Kansas State University


Contact Information

My professional ambition to become an architect has been with me since sixth grade. I graduated from Kansas State University in 2013 with a Masters in Architecture. I have worked on the various projects that are represented in this portfolio. I have enjoyed the breath of projects I have had the opportunity to work on as they have each brought new and different experiences.

Tanya Karina Jana-Ford 625 NE Lake Pointe Dr Lee’s Summit, MO 64064 816.838.9589 tanyakarina17@gmail.com


Ta b l e O f C o n t e n t s


1

UM FPC : Phase 1 Renovation

3

UM FPC : Phase 2 Renovation

5

Tampa : Central Utility Plan

7

Orlando Interational: South Terminal Complex

9

UNL: Gymnasium Training Facility

13

KCATA: East Village

15

DePaul: McCormick Place Event Center

20

Ole Miss: Stadium Reno

23

ECU Tower Retro

31

Utah State Press Box


UM FPC : P h a s e 1 Ren o v a tio n Architecture \\ Athlethics Sports Facility | Renovation | Football Practice Facility This was a complete renovation + conversion of 45 yards of their existing indoor football field and turning it into an open space weight room with offices, and an exclusive weight rooroom square foot is roughly 32,000 square feet of just weights. The role on this project ranged from aiding in space planning, to final documents, coordinating with consultants and conducting construction administration.


The Regents of the Universit 326 E. Hoover Avenue Ann Arbor, Michigan 48109

Architect - Exterior Kohn Pedersen Fox Associat 11 West 42nd Street New York, New York 10306 TEL: 212.977.6500 FAX: 2

Architect - Athletic Facilities HNTB Corporation 715 Kirk Drive Kansas City, Missouri 64105 TEL: 816.472.1201

Structural Engineer Thornton Tomasetti 51 Madison Avenue New York, New York 10010 TEL: 917.661.7800

Mechanical, Plumbing, Elec Security Engineers HNY Consulting Engineers, 150 W 36th Street, Fourth Fl New York, New York 10018 TEL: 212.413.8770 FAX: 2

C

Civil Engineer SmithgroupJJR, LLC 201 Depot Street, Second Flo Ann Arbor, Michigan 48104 Tel: 734.662.4457

2 1 No.

RECORD DOCUMENTS CCD-002 FOR CONSTRUCTION DR-2 ARCHITECTURE/ME Issue

Revisio

Seal

TO THE BEST OF HNTB’S K DOCUMENTS REFLECT THE THAT OCCURRED DURING C ARE BASED SOLELY ON AR INTERIOR ARCHITECTUR SKETCHES AS ISSUED BY H THAT HNTB WAS THE ARC NO MARK-UPS WERE P CONSTRUCTION MANAGE REPRESENTATION AS TO T OR ACCURACY OF THESE D TO ACTUAL BUILT CONDIT INTERPRETATION OF INFOR HEREIN IS AT THE SOLE RIS SHOULD BE VERIFIED

B

Key Plan

2

A B N

WEIGHT ROOM AXONOMETRIC

4

2

1 Issue Date:

KEYNOTE LEGEND03/22/2017 Key Value 09 65 13.A0

AA

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CC CC.3

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DD

EE

EE.4

FF

GG

HH

II.7

II

JJ.6 JJ.9

JJ

09 91 23.P1 09 91 23.P3 09 91 23.P7 11 66 23.53.B1

KK WEIGHT RM VIEW 1

A-905

0

A

4'

8'

16'

22 40 00.L1

A1

Scale Project No.

Keynote Text 60977

RESILIENT WALL BASE REF: SCHEDULE UM Project No. P00012685 UM Bldg No. 704 INTERIOR PAINT - P1 INTERIOR PAINT - P3 INTERIOR PAINT - P7 PROTECTIVE WALL PADDING @ COLUMN(S) HI-LO ACCESSIBLE DRINKING FOUNTAIN

WEIGHT ROO AXONOMETR

A-905

© 2017 KOHN PEDERSEN FO

09 91 23.P7 INTERIOR PAINT - P7

SEE A1/A-407 FOR ENLARGED INTERIOR ELEVATIONS

A3 A-413

2 CUSTOM STEEL FRAMEWORK FOR OPERABLE HEAVY BAGS, N.I.C

09 91 23.P1 INTERIOR PAINT - P1

09 91 23.P1 INTERIOR PAINT - P1 DASHED LINE REPRESENTS PHASE 2 DOOR

A1 A-604

3' - 4"

09 91 23.P7 INTERIOR PAINT - P7

C

CARDIO DECK 2010

VIP LIFTING 2024

5' - 0"

21' - 10"

3 6' - 4"

VIP COURT 2020

7' - 4"

CARDIO DECK 2030

34' - 2 1/8"

02.SECOND LEVEL 15' - 0"

ASST. STR COACH 1018

HEAD STR COACH 1014

18' - 11 3/4"

19' - 0 1/4"

11 3/4"

8' - 5" WEIGHT ROOM 1000

38' - 0"

01.MAIN LEVEL 0"

REMOVE EXISTING WALL 3

TV LOCATION. (TYP.), N.I.C. CONNECTION BY CONTRACTOR, TYP.

00.VAULT LEVEL -4' - 0"

09 65 13.A0 09 91 23.P7 RESILIENT WALL BASE REF: SCHEDULE INTERIOR PAINT - P7

5"

10' - 8"

1' - 0 1/4"

ASST. STR COACH 1022

10' - 8"

HNTB

3

3

DASHED LINE REPRESENTS 09 91 23.P7 POTENTIAL DOORS TO INTERIOR PAINT - P7 PHASE 2

11 66 23.53.B1 PROTECTIVE WALL PADDING @ COLUMN(S)

09 91 23.P7 INTERIOR PAINT - P7

A1 A-415

Sim

22 40 00.L1 HI-LO ACCESSIBLE DRINKING FOUNTAIN

09 65 13.A0 RESILIENT WALL BASE REF: SCHEDULE

WEIGHT RM - E. SECTION THRU ROCKY RM 1/8" = 1'-0" 3

AA

AA.3

BB

BB.3

CC CC.3

DD

DD.4

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EE.4

FF

GG

HH

II

II.7

JJ

JJ.6 JJ.9 KK

A2

2


PLAYER TUNNEL METAL CEILING OPTION

UNIVERSITY OF MICHIGAN - FPC Phase 2 Design Meeting CONFIDENTIAL - NOT FOR DISTRIBUTION

JULY 26, 2017

UM F P C : P h a s e 2 Reno v a tio n

HYDRO ROOM TILE OPTION

Architecture \\ Athlethics Sports Facility| Renovation | Football Practice Facility

UNIVERSITY OF MICHIGAN - FPC Phase 2 Design Meeting CONFIDENTIAL - NOT FOR DISTRIBUTION

JULY 26, 2017

Responsibilities on the second phase was similar to phase 1, but with a deeper hand at coordinating with the consultants throughout the project.

TRAINING ROOM

UNIVERSITY OF MICHIGAN - FPC Phase 2 Design Meeting CONFIDENTIAL - NOT FOR DISTRIBUTION

This project renovated several of their existing spaces including their weight room, equipment, and offices into a new sports med, hydrotherapy, nutrition, equipment room and other upgraded spaces and rooms. The second phase also included added an entire new area of offices in between the two existing adjoined building.

JULY 26, 2017


4

3

C

2

TR

TILE REF: FINIS

2

PLAN NOTES

06 10 00.A2 WOOD BLOCKING AS REQUIRED BLOCKING IS TO BE SMALLER THAN THE HOLD OPEN, PTD TO MATCH ADJACENT BRICK

FEC 3

5

3

4

5 17' - 4"

8 A-445

2' - 6"

14' SECTIONS - 10 1/2" ENLARGED SECTIONS - SPECIALTY

G1

N

K

2' - 2 3/8"

09 29 00.H4 1-1/4” STRUCTURAL OUTSIDE CORNER TRIM, PAINT TO MATCH ADJACENT WALL

6 G1 3' - 11 3/4"

A-423

6

G2

A

5 A-442 SHELVING, N.I.C

5' - 5 1/4"

3' - 2 1/2"

10' - 4 3/8"

E

4

6' - 5 1/2"

M

3

G1

1000 GAL. TANK 6

G2

1' - 0"

2' - 0"

10 A-445

2' - 10 3/4"

5 A-442

SIM

1' - 1 5/8" 4"

FRIDGE, ICE MACHINE, 350 PLANT PACK G2 17' - 4" BY OWNER BY OWNER 6

G1

5 4 3 2 1 No.

CCD-150 TUNNEL GATE HYDROWORX 2 ADD 1 1/2" = 1'-0" CCD-65 FOR CONSTRUCTION ADDENDUM 3 DR-5 GENERAL CONSTRUCTION Issue

1

09 29 00.F1 09 58 20.A1

A-442

A

TUNNEL GATE AXON

4

A H 7 K T

S T 5 N T

M S H 2 N T

C S 2 A T

GG

02/15/2019

HINGE SOUTH DTL 01/16/2019 04/12/2018 03/12/2018 01/12/2018 12/22/2017

Revision

Date

4

G

1

SWIM-EX RATED FLOOR DOOR 1" = 1'-0"

GG

D.9

DD.4

3' - 0"

R 1'

R

GG

3' - 0"

7 1/8"

D

2'

- 4"

12/22/2017

Scale

1/4" = 1'-0"

Project No.

60977

EE.4

3' - 0"

UM Project No. P00012149 UM Bldg No. 705 & 5121

ENLARGED PLAN HYDROTHERAPY

F

A-422

3 A-440

TUNNEL GATE PLAN DETAIL 1/2" = 1'-0"

1

BB.3

SIM.

A

22 40 00.A2 TRENCH DRAIN

05 70 00.D7 1" X 1" STEEL TUBE

-9 "

Issue Date:

A-225

03 30 0400.F1 26 13.13.A0 CAST-IN-PLACE CONCRETE SLAB THIN BRICK VENEER INTERIOR W/ METAL DECKING

09 96 00.A1 HIGH-PERFORMANCE COATING BLACK

EXISTING WALLS, TYP.

2

05 70 00.D6 SELF-CLOSING CENTER MOUNT GATE HINGE G2 6 04 26 13.13.A0 INTERIOR THIN BRICK VENEER

B

C

A-430

N

IT 1520 09 96 00.A1 HIGH-PERFORMANCE COATING BLACK

5' - 4 1/8"

9

A

C.9

THIN BRICK VENEER RUNNING BOND 05 73 00.B1 1-1/2" DIA. STAINLESS STEEL PIPE RAIL

A-447 6' 4 - 0" A-447

D

SYSTEM

1

Key Plan

1

A-442

HYDRO THERAPY 1/4" = 1'-0"

09 58 20.A1 CC.3 BEAM AND BAFFLE CEILING

19 .20 .12 02

FLUSH PULL, WELDED AND GROUND SMOOTH TO MATCH FINISH OF EXTERIOR FACE OF "M" PLATE 05 70 00.D8 1 1/2" X 1 1/2" STEEL BAR FRAME 05 70 00.D5 3/8" STEEL PLATE 05 70 00.D6 SELF-CLOSING CENTER MOUNT GATE HINGE

45' - 6"

I

S

04 72 00.10.A2 8" HIGH CAST STONE BASE

P

01.MAIN LEVEL 0"

U U

04 26 13.13.A2 THIN BRICK CORNER SHAPE

T D

© 2017 KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

6

A K 1 N T

Seal

7 1/8"

10 26 00.A3 METAL CORNER GUARD CG-1

1

K

09 22 16.F2 09 29 00.A1 09 29 00.D1

C T 3 A

09 00 01.D3 FIRE-RATED PARTITION REF: PLANS

03 30 00.E1 EXPANDED POLYSTYRENE (EPS) STRUCTURAL FILL

G2

05 70 00.D1 DECORATIVE METAL GATE PAINTED SEMI-GLOSS BLACK

POOL STORAGE 1589

4"

6

04 26 13.13.A0 INTERIOR THIN BRICK VENEER

4

1' - 0"1' - 0"

G2

SECURE STORAGE 1300D

5

09 22 16.E1

09 96 00.A1

REQ'D FOR FIRE RATING

E

1' - 1 5/8"

2' - 0" 09 29 00.F1 5/8" IMPACT-RESISTANT GYP BOARD 09 22 16.E1 4" METAL STUD FRAMING

09 00 01.D3

3/8" STEEL01.MAIN PLATELEVEL 0" SELF-CLOSING CENTER MOUNT GATE HINGE 1" X 1" STEEL TUBE 1 1/2" X 1 1/2" STEEL BAR FRAME WOOD BLOCKING AS REQUIRED 2" X 4" FIRERETARDANT-TREATE D WOOD PARTITION JOINT SEALANT FIRE-RATED PARTITION REF: PLANS 4" METAL STUD FRAMING 6" METAL STUD GYPSUM BOARD 5/8" MOISTURE RESISTANT GYPSUM BOARD 5/8" IMPACT-RESISTANT GYP BOARD BEAM AND BAFFLE CEILING SYSTEM HIGH-PERFORMANC E COATING - BLACK

K

1/2" 6

2 A-442

6

G2

3 1/2" 2" TYP.

1" OVERLAP AROUND PERIMETER

1

G1

4' - 2 3/4"

6

04 26 13.13.A0 INTERIOR THIN BRICK VENEER

INSIDE RELEASE HANDLE

S1

3 A-442

A-440

1' - 0" 1' - 8"

1 A-451

7' - 1"

9 A-453

9"

G2

1' - 0"

1580.A A-457

G1

1' - 8"

G2

8

REFRIGERATOR N.I.C

6

8"

TUNNEL GATE DETAILS

E

6

A-423

FEC 3

D.9

SIM

0"

G1

1' - 6"

6

2' - 10 3/4" 350 TRAINING UNIT W/ REAT PLATFORM 22 40 00.A2 TRENCH DRAIN 05 70 00.C1 PERFORATED STAINLESS STEEL PLATE -G2 PAINTED P8 6

A-440

4' - 6 3/8"

08 41 15.M1 INTERIOR STOREFRONT FRAMING TYPE 1

4

4 A-446

2' - 0" 1' - 3 1/4"

1520

13' - 2"

5' - 2 1/2"

A-225 1 A-624

2' - 6"

FULL BODY TANKS, BY OWNER

CUSTOM HOT POOL

1580.B

1

A-447 2' - 6" 2' - 0"

2' - 0"

DECORATIVE METAL

03 30 00.E1 GATE - PAINTED EXPANDED POLYSTYRENE (EPS) SEMI-GLOSS BLACK STRUCTURAL FILL

A

G2

1300D

3/4" 1' - 4 1/4"

4' - 2" 22 40 00.A2 TRENCH DRAIN

B

6

HYDRO PERFORATED METAL VENT COVER 1" = 1'-0"

6

2

A-423

11"

0"

1' - 8"

SHOWER

SIM

7 A-445

D.9

09 29 00.F1 5/8" IMPACT-RESISTANT GYP BOARD 06 10 00.F2 2" X 4" FIRERETARDANT-TREATED WOOD PARTITION

Civil Engineer SmithgroupJJR, LLC 201 Depot Street, Second Floor Ann Arbor, Michigan 48104 3' - 0" Tel: 734.662.4457

01.MAIN LEVEL 0"

A-447

B

1

D

40

DN

06 10 00.F2

S407 92 00.A0

04 26 13.13.A2 THIN BRICK CORNER SHAPE

C Mechanical, Plumbing, Electrical, FP, AV, IT, 1" X 4" LANCHOR STRAP Security Engineers WITH 1" RETURN BEND HNY Consulting Engineers, LLC. MIN 1-3/4" 240 W 37th Street, Suite 304 MAX 2-1/4" 9 1/4" New York, New York 10018 2 1/4" TEL: 3/8" 4" 3/8" 2 1/4" FAX: 212.413.8401 212.413.8770

°

4' - 0"

1

H ABOVE

A-225

10' - 7 5/8"

C.9

ER TO PIT

4

3' - 0"

3/4" TYP

4 EQ T = 4'-0"

EQ

1' - 4"

07 92 00.A0 JOINT SEALANT

1"X1" ANGLE STRUCTURE

8"

CUSTOM COLD POOL

2' - 0"

15' - 2"

A-447

1

06 10 00.A2

05 70 00.D6 SELF-CLOSING CENTER MOUNT GATE HINGE

.03

3

09 29 00.F1 CORNER METAL 5/8" IMPACT-RESISTANT GYP CG-1 GUARD BOARD 10 00.F2SURFACE 12 33 REMOVEABLE 00.B1 06 SOLID 2" XOUTSIDE 4" FIRE- L-HANDLE TOWEL CUBBIES RETARDANT-TREATED WOOD AND DOORS PARTITION 12 33 00.B2 FIBERGLASS SOLID SURFACE GASKETING BENCH 13 24 16.A2 PRE-FABRICATED SAUNA W/ WOOD 2-POINT LATCH BENCH 22 40 00.A2 TRENCH DRAIN

10 26 00.A3

1" = 1'-0"

Thornton Tomasetti EXTRUDED 51 MadisonALUMINUM Avenue FRAME New York, New York 10010-1603 TEL: 917.661.7800

2' - 8"

5/4/2018

CC.3

S1

09 30 13.A3 TILEStructural REF: FINISHEngineer SCHEDULE

THIN BRICK CORNER 1"X1" ANGLE STRUCTURE SHAPE 00.V 8" HIGH CAST STONE INSIDE RELEASE HANDLE -4' - 0 BASE

05 70 00.D71 05 70 00.D8

Architect - Athletic Facilities HNTB Corporation 715 Kirk Drive Kansas City, Missouri 64105 TEL: 816.472.1201 6 HYDRO PERFORATED METAL VENT COVER

61

MFR DIM

A-440

1' - 7"

05 70 00.C1 SIM. MAGNETIC HOLD, 2 RE: DOOR HARDWARE SPECPERFORATED STAINLESS STEEL PLATE - PAINTED P8 A-440 FOR MECHANICAL EXHAUST RE: FINISH LEGEND 05 70 00.D1 G2 DECORATIVE METAL GATE -6 RESISTANCE POOL PAINTED SEMI-GLOSS BLACK06 10 00.A2 (BASED ON SWIMEX 600T DW SERIES) 10' - 0 1/4" WOOD BLOCKING AS REQUIRED 1/2" 09 30 13.D3 ROUNDED CORNER METAL EDGE TRIM - MATCH TILE THICKNESS 1300E GATE HOLD OPEN DETAIL ELEVATION G2 AND 01.MAIN LEVEL 5 G2 6 19' - 4" 1 1/2" = 1'-0" 6 K 0" 3 09 30 13.A3 FEC TILE REF: FINISH SCHEDULE DASHED LINE REPRESENTS 09 22 16.F2 ELEC. PIT BELOW 6" METAL STUD 1300E

SIM.

2

PUMP, MEP

1' - 7"

3/4" TYP

4' - 3 1/2"

17' - 4"

-EX/RESISTANCE (ABOVE)

4"

10' - 9 1/4" 1' - 4"

CC

2' - 0"

13 24 16.A2 PRE-FABRICATED SAUNA W/ WOOD BENCH

12 33 00.B1 SOLID SURFACE TOWEL CUBBIES AND DOORS

8' - 0"

G2X 6

A-440

4 EQ T = 4' - 0"

6"

4' - 0"

24" UPPER C

SIM

09 29 00.D1 5/8" MOISTURE RESISTANT 09 30 13.A3 GYPSUM BOARD TILE REF: FINISH SCHEDULE 04 26 13.13.A2 THIN BRICK CORNER SHAPE 09 22 16.F2 6" METAL STUD 06 10 00.A2 06 10 00.A2 WOOD BLOCKING AS REQUIRED WOOD BLOCKING AS REQUIRED 09 30 13.D3 ROUNDED CORNER METAL EDGE 06 10 00.A2 TRIM - MATCH TILE THICKNESS WOOD BLOCKING AS REQUIRED FLUSH WITH ADJACEN BRICK DUCTWORK BEHIND WALL, TO RECIEVE MAGNETIC HOLD OPEN REF: MECH DRAWINGS

GRAPHIC WALL

1' - 8"

2 A-445

1584

08 34 83.A2 36" X 36" FLOOR DOOR 09 22 16.F2 6" METAL STUD

4" 2' - 0"

2' - 0"

1580.C

G2X 6

walk area only

3' - 0"

SIM.

3

HYDROTHERAPY 1580

Duckboard

1582

2' - 3"

8"

G2X 6

G2

24" LOWER D

11' - 6 1/2"

6 K

14' - 0"

DN

D

14' - 6 1/2"

T OF -EX/RESISTANCE

G2

5

1' - 10"

6

SAUNA 1584

4 A-440

EQ

B

C

7' - 8 1/2"

STEAM 1582

DASHED LINE REPRESENTS PIT BELOW

24" LOWER F REMOVABLE

3

12 33 00.B2 SOLID SURFACE BENCH

VENT

8' - 9 1/2"

20" LOWER B

PERFORATED STAINLESS STEEL PLATE - PAINTED WELD HINGE FACE 08 83.A2 36" X 36" FLOOR TO34 GATE PER MANUFACTURER RECOMMENDATION DOOR 08 41 WELD 15.M1 HINGEINTERIOR RECEIVING BRACKET TO 4"STOREFRONT X 4" STEEL MEMBER PER MANUFACTURER FRAMING TYPE 1 RECOMMENDATION 09 29 00.H4 1-1/4” STRUCTURAL 07 92 00.A0 OUTSIDE CORNER JOINT SEALANT TRIM, PAINT TO 04MATCH 26 13.13.A2ADJACENT THIN BRICK CORNER SHAPE WALL

INTERIOR THIN BRICK VENEER THIN BRICK VENEER 2-POINT LATCH

05 70 00.D5 05 70 00.D6

1 1/2" = 1'-0"

Keynote Text

05 70B00.C1

5 1/2"

24" UPPER A

6 A-445

06 10 00.A2

9 1/4"

2' - 0"

1

C.9

05 70 00.C1 PERFORATED STAINLESS STEEL PLATE - PAINTED P8 FOR MECHANICAL EXHAUST RE: FINISH LEGEND

1 01.MAIN LEVEL Architect - Exterior 07 92 00.A0 0" Kohn Pedersen Fox Associates PC JOINT SEALANT 09 30 13.A3 CL 42nd Street PTD TO MATCH ADJACENT BRICK 11 West TILE REF: FINISH SCHEDULE New York, New York 10306 09 22 16.F2 TUNNEL GATE HINGE NORTH DTL TEL: 212.977.6500 FAX: 212.956.2526 6" METAL STUD 3

KEYNOTE LEGEND Key Value

7' - 10"

2

C

7 A-445

7' - 6 1/2"

K

BB.3

DOOR BEYOND, REF PLAN AND DOOR SCHEDULE

4" UNLESS OTHERWISE NOTED. ALL FURNITURE AND TV'S ARE OWNER FURNISHED, AND N.I.C., TYP.

GYPSUM BOARD

SWIM-EX FIBERGLASS GASKETING

04 26 13.13.A0 04 26 13.13.A1 04 26 13.13.A2 04 72 00.10.A2 05 70 00.D1

DUCTWORK BEHIND WALL, REF: MECH DRAWINGS

06 10 00.A2 Client WOOD BLOCKING AS REQUIRED WOOD BLOCKING AS REQUIRED 1/2" 09 30 13.D3 The Regents of the University of Michigan ROUNDED CORNER METAL EDGE 326 E. Hoover Avenue 04 26 13.13.A2 TRIM - MATCH TILE THICKNESS 2 1/4" Ann 3/8" Arbor, 4" 3/8"Michigan 2 1/4" 48109 THIN BRICK CORNER SHAPE

3

1589

G2

3' - 4 3/8"

6

04 26 13.13.A1 THIN BRICK VENEER BEYOND

2 A-422

8' - 1 3/4"

VENT

B

A-440

6.

2' - 0"

8 1/4" 8 3/8"

5.

04 26 13.13.A1 THIN BRICK VENEER

SIM.

2

RESISTANCE POOL (BASED ON SWIMEX 600T DW SERIES)

A-447

11' - 9 7/8"

G2

1' - 7"

8"

6

1' - 7"

2 A-440

9' - 7 1/8"

1 5/8"

1' - 10 3/8"

STEAM EQUIP. LOCATION 8' - 1 5/8"

4' - 3 1/2"

G2

14' - 6 1/2"

6

7' - 4 1/4"

9' - 7 1/4"

AA.3

3

POOL FLTR. RM. 1586

4.

04 26 13.13.A2 THIN BRICK CORNER SHAPE

10' - 9 1/4"

2' - 5 1/2"

6

1586

G2

KEYNOTE LEGEND REMOVEABLE OUTSIDE L-HANDLE 01.M 0" Key Value Keynote Text

2' - 3"

A-440

3.

EXPANDED POLYST STRU

1

3' - 6"

6

G1

6

09 29 00.A1 GYPSUM BOARD

UNIVERSITY OF MICHIGAN FOOTBALL 09 22 16.F2 6" METAL STUD PERFORMANCE CENTER PHASE 2 09 29 00.A1

09 22 16.F2 6" METAL STUD 06 10 00.A2 WOOD BLOCKING AS REQUIRED 09 30 13.D3 ROUNDED CORNER METAL EDGE TRIM - MATCH TILE THICKNESS

1' - 0 1/2"

6

TV, N.I.C

3

G2

2.

3/4" TYP

2' - 7 1/4"

G2

OUTER DASHED LINE REPRESENTS HOLD OPEN REF ELECTRICAL DWGS FOR POWER

8"

9' - 9 7/8"

1588

CORRIDOR 13C1

4' - 10 1/8"

C

AA.3

1

S1

1/2"

G2

2"

6

ENLARGED SECTIONS - SPECIALTY SECTIONS

G2

17' - 6 5/8"

6

5

A-440

FLOAT TANK 1588

09 30 13.A3 TILE REF: FINISH SCHEDULE

2

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF ALL WELD HINGE FACE PARTITIONS, OPENINGS, TO GATE PER MANUFACTURER EQUIPMENT, ETC. RECOMMENDATION LARGER SCALE DRAWINGS AND DETAILS HAVE PRIORITY OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS IN THE DRAWINGS AND/OR SPECIFICATIONS, REQUEST AND RECEIVE AN INTERPRETATION OR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE WELD HINGE RECEIVING PROCEEDING WITH BRACKET TO 4" X 4" STEEL CONSTRUCTION. MEMBER PER MANUFACTURER DISTANCE FROM PERPENDICULAR RECOMMENDATION WALL TO DOOR JAMB SHALL BE

3/4" TYP

1.

2' - 0"

3

1

6"

S4

A-446

5 1/2"

4

1

3

S3

2' - 3"

3

S2

A-440

4

TUNNEL GATE ELEVATION 1/2" = 1'-0"

4

A


6

5

4

4

3

3

2

2

1

1

03 30 00.A903 30 00.A9 EXPOSED EXPOSED BOARD FORMED BOARD FORMED CAST-IN-PLACE CAST-IN-PLACE CONCRETECONCRETE WALL WALL 07 42 13.16.A1 07 42 13.16.A1 PERFORATED PERFORATED METAL PLATE METAL WALL PLATE WALL PANELS WITH PANELS CUSTOM WITHAPPLIED CUSTOM APPLIED PATTERN PATTERN 07 42 13.23.A1 07 42 13.23.A1 METAL COMPOSITE METAL COMPOSITE MATERIAL MATERIAL WALL WALL PANEL - MCM1 PANEL - MCM1 07 72 00.A307 72 00.A3 SINGLE-LEAF SINGLE-LEAF ROOF HATCH ROOF 30-INCH HATCH 30-INCH BY 37-INCHBY 37-INCH 09 97 23.A109 97 23.A1 COOLING TOWER COOLING CONCRETE TOWER CONCRETE COATING -COATING A -A 09 97 23.A209 97 23.A2 COOLING TOWER COOLING CONCRETE TOWER CONCRETE COATING -COATING B -B 10 14 36.A010 14 36.A0 HM 3 SPECIAL HM 3PURPOSE SPECIAL PURPOSE LIGHTING LIGHTING

MainMain Terminal Terminal Curbside Curbside Expansion Expansion

D1 C-A613

16'-0" A3 C-A612

_________________

A3 C-A612

4'-0"

4'-0" 09 97 23.A109 97 23.A1 COOLING COOLING TOWER CONCRETE TOWER CONCRETE -A COATING -COATING A

WATER FALL. WATER RE: COOLING FALL. RE: COOLING TOWER MFR. TOWER MFR.

SIM SIM

_________________

4'-0"

4'-0"

4'-0"

4'-0"

D1 C-A610

_________________

CUP LEVEL CUP1LEVEL 1 25'-3" 25'-3"

D1 C-A610

_________________

A3 C-A612

A3 C-A612

_________________

VARIES

03 30 00.A903 30 00.A9 EXPOSEDEXPOSED BOARD FORMED BOARD FORMED CAST-IN-PLACE CAST-IN-PLACE CONCRETE CONCRETE WALL WALL 1

1

_________________

1

1

03 30 00.A903 30 00.A9 EXPOSEDEXPOSED BOARD FORMED BOARD FORMED CAST-IN-PLACE CONCRETE CAST-IN-PLACE CONCRETE WALL WALL

1 03 30 00.A903 30 00.A9 EXPOSEDEXPOSED BOARD FORMED BOARD FORMED CAST-IN-PLACE CONCRETE CAST-IN-PLACE CONCRETE WALL WALL

APPROXIMATE APPROXIMATE FUNCTIONAL FUNCTIONAL WATER WATER LINE SHOWN FOR REFERENCE ONLY LINE SHOWN FOR REFERENCE ONLY RE: STRUCTURAL BASIN. RE:BASIN. STRUCTURAL

09 97 23.A109 97 23.A1 COOLING COOLING TOWER CONCRETE TOWER CONCRETE COATING -COATING A -A

1

CUP LEVEL CUP1LEVEL 1 25'-3" 25'-3"

48'-0"

EWS-20

PANEL JOINTS

C C

REV

WATER FALL. WATER RE: COOLING FALL. RE: COOLING TOWER MFR. TOWER MFR.

D3 C-A612

D3 C-A612

1

DATE REV DATE DESCRIPTION DESCRIPTION 07/15/201907/15/2019 CUP/ESB/FAA CUP/ESB/FAA LOT BID SET LOT BID SET 07/20/201907/20/2019 CUP/ESB/FAA CUP/ESB/FAA LOT PERMIT LOT SET PERMIT SET 09/18/2019 1 09/18/2019 PH 1 CONSTRUCTION PH 1 CONSTRUCTION SET SET

_________________

CUP LEVEL CUP1LEVEL 1

1 25'-3"1 25'-3" 03 30 00.A903 30 00.A9 EXPOSEDEXPOSED BOARD FORMED BOARD FORMED CAST-IN-PLACE CAST-IN-PLACE CONCRETE CONCRETE WALL WALL

APPROXIMATE APPROXIMATE FUNCTIONAL FUNCTIONAL WATER LINE WATER LINE SHOWN FOR SHOWN REFERENCE FOR REFERENCE ONLY ONLY BASIN. RE:BASIN. STRUCTURAL RE: STRUCTURAL

68613 68613 ProjectProject No.: No.: Drawn By: Drawn By:AMN AMN Checked Checked By: By: JR

JR

Issue Date: Issue Date: 7/15/2019 7/15/2019

BASIN BASIN RE: STRUCTURAL RE: STRUCTURAL

1

State ofState Florida of Florida Seal Seal

CUP MEZZANINE CUP MEZZANINE LEVEL LEVEL 39'-3" 39'-3"

_________________

CUP LEVEL CUP1LEVEL 1 25'-3" 25'-3"

EWS-20

4'-0"

4'-0"

48'-0"

4'-0"

4'-0"

4'-0"

PANEL JOINTS

07 42 13.16.A1 07 42 13.16.A1 PERFORATED PERFORATED METAL PLATE METAL PLATE WALL PANELS WALLWITH PANELS CUSTOM WITH CUSTOM APPLIED PATTERN APPLIED PATTERN

Revisions Revisions The sections here help illustrate how the water from the basin would be pumped up through the tower walls to create a waterfall effect that fell behind what we called the “acrylic” slice. The facade was a mix of solid and perforated panels that imulated the palm leaes found frequently around the florida regoin. 4'-0"

WATER FALL. WATER RE: COOLING FALL. RE: COOLING TOWER MFR TOWER MFR

SIM SIM

4'-0"

4'-0"

4'-0"

16'-0"

07 42 13.23.A1 07 42 13.23.A1 METAL COMPOSITE METAL COMPOSITE MATERIALMATERIAL WALL PANEL - MCM1 WALL PANEL - MCM1

CUP ROOF CUPLEVEL ROOF LEVEL 49'-11" 49'-11"

4'-0"

ELECTRICAL FOR DETAILS ELECTRICAL FOR DETAILS

CUP MEZZANINE CUP MEZZANINE LEVEL LEVEL 39'-3" 39'-3"

The Central Utility Plant housed the switch gears, chiller plants, and cooling towers for the nearby airport in this roughly 2,200 sf building. The design intent of this building was to appear as if it RN N ORFOIO was not a utility plant by utilizing theT Fwater T T TIO NO NROUCRUC required by the cooling tower as aONdesign element. STNST O 4'-0"

_________________

FBPE Lic: FBPE CA6500 Lic: CA6500 FBAID FBAID Lic: AA0002318 Lic: AA0002318

Industrail | Central Utility Plant

4'-0"

VARIES

EWS-20

A3 STRUCTURE. RE: STRUCTURE. RE: C-A613

_________________

OPEN TO COOLING TOWER

16'-0"

OPEN TO COOLING TOWER

LIGHT ON LIGHT BOTTOM ONOF BOTTOM OF STRUCTURE. AIM UPWARDS STRUCTURE. AIM UPWARDS TO HIGHLIGHT SPACE AND TO HIGHLIGHT SPACE AND

A3 C-A613

1 1 10 14 36.A010 14 36.A0 HM 3 SPECIAL HM 3PURPOSE SPECIAL PURPOSE LIGHTING LIGHTING

GALVANIZED GALVANIZED STEEL STEEL STRUCTURE STRUCTURE BEHIND BEHIND PERFORATED PERFORATED METAL. METAL. RE: STRUCTURAL RE: STRUCTURAL

4'-0"

4'-0" VARIES

4'-0" EWS-20

4'-0"

_________________

GALVANIZED GALVANIZED STEEL STEEL STRUCTURE STRUCTURE BEHIND BEHIND PERFORATED PERFORATED METAL. RE:METAL. RE: STRUCTURAL STRUCTURAL

4'-0"

PANEL JOINTS

A4 C-A612

4'-0"

4'-0"

4'-0" 16'-0"

16'-0"

16'-0"

1

WALL CLOSURE CLOSURE WALL

07 42 13.23.A1 07 42 13.23.A1 METAL COMPOSITE METAL COMPOSITE MATERIALMATERIAL WALL PANEL - MCM1 WALL PANEL - MCM1

4'-0"

1

10 14 36.A010 14 36.A0 HM 3 SPECIAL HM 3PURPOSE SPECIAL PURPOSE LIGHTING LIGHTING

CUP ROOF CUPLEVEL ROOF LEVEL 49'-11" 49'-11"

CUP MEZZANINE CUP MEZZANINE LEVEL LEVEL 39'-3" 39'-3"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0" VARIES

_________________

PARAPET PARAPET LEVEL LEVEL 57'-3" 57'-3"

4'-0"

D1 C-A615

_________________

HNTB Corporation HNTB Corporation 201 N Franklin 201 N Franklin St. St. Tampa,Tampa, FL 33602 FL 33602

09 97 23.A109 97 23.A1 COOLING COOLING TOWER CONCRETE TOWER CONCRETE COATING -COATING A -A

4'-0"

D1 C-A615

07 42 13.23.A1 07 42 13.23.A1 METAL COMPOSITE METAL COMPOSITE MATERIALMATERIAL WALL PANEL - MCM1 WALL PANEL - MCM1

A4 C-A612

4'-0"

4'-0"

CUP MEZZANINE CUP MEZZANINE LEVEL LEVEL 39'-3" 39'-3"

PANEL JOINTS

EWS-10

VARIES

PANEL JOINTS

07 42 13.23.A1 07 42 13.23.A1 METAL COMPOSITE METAL COMPOSITE MATERIALMATERIAL WALL PANEL WALL - MCM1 PANEL - MCM1

EWS-10

4'-0"

4'-0" EWS-10

VARIES

4'-0"

1 1 10 14 36.A010 14 36.A0 HM 3 SPECIAL HM 3PURPOSE SPECIAL PURPOSE LIGHTING LIGHTING

4'-0"

4'-0"

1

T.O. FANT.O. DECK FAN DECK 60'-9" 60'-9"

Architecture \\ Aviation-Industrial

GALVANIZED STRUCTURE. GALVANIZED STRUCTURE. RE: STRUCTURAL RE: STRUCTURAL

CUP ROOF CUPLEVEL ROOF LEVEL 49'-11" 49'-11"

4'-0"

4'-0"

VARIES

4'-0"

PANEL JOINTS

4'-0"

1

CUP ROOF CUPLEVEL ROOF LEVEL 49'-11" 49'-11"

Florida Florida Lic: FL Lic: CGC1509056 FL CGC1509056

CLOSURE CLOSURE WALL WALL

4'-0"

PANEL JOINTS

PARAPET PARAPET LEVEL LEVEL 57'-3" 57'-3"

Hensel Hensel Phelps Phelps Southeast Southeast District District Office Office 6557 Hazeltine 6557 Hazeltine National National Dr. Dr. Orlando, Orlando, FL 33301 FL 33301

D1 C-A612

_________________

4'-0"

VARIES

EWS-21

4'-0"

4'-0" 4'-0"

PANEL JOINTS

EWS-21

VARIES

4'-0"

4'-0"

VARIES

T.O. FANT.O. DECK FAN DECK 60'-9" 60'-9"

_________________

09 97 23.A109 97 23.A1 COOLING COOLING TOWER CONCRETE TOWER CONCRETE COATING -COATING A -A

D1 C-A612

_________________

4'-0"

4'-0"

4'-0" 4'-0"

VARIES

4'-0"

4'-0" 4'-0"

4'-0"

4'-0" VARIES

EWS-11

VARIES

PARAPET PARAPET LEVEL LEVEL 57'-3" 57'-3"

4'-0"

4'-0"

EWS-11

4'-0"

T.O. FANT.O. DECK FAN DECK 60'-9" 60'-9"

GALVANIZED GALVANIZED STEEL STEEL STRUCTURE. RE: STRUCTURE. RE: STRUCTURAL STRUCTURAL

PARAPET PARAPET LEVEL LEVEL 57'-3" 57'-3"

Design-Builder Design-Builder

07 42 13.23.A1 07 42 13.23.A1 METAL COMPOSITE METAL COMPOSITE MATERIALMATERIAL WALL PANEL WALL - MCM1 PANEL - MCM1

TAMPA : C U P

07 42 13.23.A1 07 42 13.23.A1 METAL COMPOSITE METAL COMPOSITE MATERIALMATERIAL WALL PANEL - MCM1 WALL PANEL - MCM1

09 97 23.A209 97 23.A2 COOLING COOLING TOWER CONCRETE TOWER CONCRETE COATING -COATING B -B

T.O. FANT.O. DECK FAN DECK 60'-9" 60'-9"

09 97 23.A209 97 23.A2 COOLING COOLING TOWER CONCRETE TOWER CONCRETE -B COATING -COATING B

4'-0" EWS-21

VARIES

SIM

_________________

EWS-21

D1 C-A611

VARIES

SIM

D1 C-A611

CUP/ESB/FAA CUP/ESB/FAA Lot Lot

HCAA Project HCAANo. Project 8200-18, No. 8200-18, 8205-18-CEP 8205-18-CEP

_________________

WALL BEYOND WALLSECTION BEYOND SECTION

_________________

VARIES

VARIES

D3 C-A616

_________________

4'-0"

D3 C-A616

_________________

WALL BEYOND WALLSECTION BEYOND SECTION 07 72 00.A307 72 00.A3 SINGLE-LEAF SINGLE-LEAF ROOF HATCH ROOF HATCH 30-INCH BY 30-INCH 37-INCH BY 37-INCH

D1 C-A613

_________________

EWS-10

1

1

1

1

DrawingDrawing Scale: Scale: AS NOTED AS NOTED

1

DrawingDrawing Title: Title:

DrawingDrawing No. No.

WALLWALL SECTION SECTION

WALLWALL SECTION SECTION 8'

8'

A4 A4

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

0

0

4'

4'

8'

8'

A3 A3

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

WALLWALL SECTION SECTION 0

0

4'

4'

8'

8'

A2 A2

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

WALLWALL SECTION SECTION 0

0

4'

4'

8'

8'

A1 A1

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

C-A411 C-A411

© Copyright © Copyright HNTB Corporation HNTB Corporation 2019 2019

8/30/2019 3:09:09 PM

CUPCUP EXT.EXT. WALL WALL SECTIONS SECTIONS 8/30/2019 3:09:09 PM

4'-0"

5

KEYNOTE KEYNOTE LEGEND LEGEND

4'-0"

ES

6


6


OR LA ND O INT ERNAT I O N A L S ou t h Term in a l Co m p le x - P 1 Architecture \\ Aviation Aviation | Addition |Mega-Project TheSouth terminal addition to the Orlando International Airport is a part of a multi-billion dollar plan to accommodate the large increases in passenger traffic that have occurred over the last 10 years. The South Terminal Complex Phase 1 project is the first of several expansions and will connect the North Terminal Complex to the newly constructed Intermodal Transportation Facility. The new terminal will contains 16 passenger gates, with six of them being dedicated to international arrivals. The new terminal will be utilizing the first of its kind in the United states a tote baggage handling system.


8


UNL Gymnastic s Tr a in in g F a c i lity University of Nebraska| Gymnastics Training Facility March 22, 2018

Architecture \\ Athlethics Sports Facility | Addition | Training Center This project was adding on to their current gymnasium but was to expand their men’s and women’s gym practice facility. HNTB was the expert designer, but our scope for this project was to take it to end of DD, and then to pass it on for the prime to finish up CD’s. The parameters were extermely site limited and driven by how much equipement within the site we could design withing the site. Responsibilities for this project included coordinating all the equipment sizes with the appropriate pit sizes, along with clearances per the client’s request.


10


2

3

4

5

6

2

3

1

UNL Project Name: A.3

B

9' - 10"

C

16' - 8"

D

28' - 0"

28' - 0"

2

E

2

28' - 0"

F

A3.10

G

28' - 0"

G.1

27' - 6"

H.1

8' - 4"

14' - 10"

163' - 1"

1/4" 37' - 5

NA

A4.10

13.000°

13' - 3"

A6

6' - 10"

ALF-109

21' - 2"

6' - 10"

1

A6

21' - 2"

A6

VT-1

TR-1

A3.10

6' - 10"

A6

21' - 2"

TV-1

VB-1

GRP-1

6' - 10"

A6

21' - 2"

6' - 10"

21' - 2"

TM-1

18' - 0"

N122

A6

TM-1

EB-1

VRM-1

6' - 10"

VB-1

VT-1

H4

S-1

H3

EB-1 VT-1

G112B.1

AV RACK; REF. ELEC.

EB-1

VRM-1

1 A6.10 C4

WOMENS RESTROOM G112AAA

H4

FEC

62' - 9 3/8"

HB-2

GFP-1

HB-2

Kansas City, Missouri Fairway, Kansas

LBB-1

S-1

TV-1

EB-1 EB-1

S-1

A6.22

PB-1

6" 9' - 10 1/8" 24' - 1"

N121

7

A6.22

4

A

7 A7.12

ALCOVE G108.1

4

B

6

5

3

3

A2.10

ND

A2.11

3 A6.12

GEP-1

2

3

A4.13

N119

A6.22

H3

ALF-116

1

ALF-120

H3

4

GCM-1

TM-1

5

M-3

FEC

TV-1

2 A7.10

J66

ALF-117

1 A7.10

A3.11

TAPING G108C

H3

M-3

7' - 6"

6' - 4"

1

G112.5

G112.4

2' - 4"

ALF-1

27' - 0"

19' - 8 1/8"

AREA A

LBB-1

J66

A6.22

44' - 9 3/8"

715 Kirk Drive Kansas City, Missouri 64105 (816) 472-1201 Fax (816) 472-4060

A3

4 A7.11

G108C.1

W12

8' - 0"

H3

G108C.2

8' - 0"

79' - 5"

H3 G112A.2

G112.1

ALCOVE G112.1

7

HNTB Corporation

3.3

NC

AREA B

8' - 0"

G112.3

17' - 4"

H3

A6.22 ALF-119

PROVIDE ACCESS PANEL IN LIFT PLATFORM FOR MAINTENANCE

GRL-1

BB-1 GCM-1

1' - 6" 3' - 4"

1' - 1 1/2"

GCM-1

BP-1

GCM-1

GFP-1

2

ALF-1

3' - 4" 14' - 6 5/8"

GCM-1

3/4" F.R. PLY.WD FLR TO 8', PT., COORD. W/ ELECT.

WOMENS LOUNGE G112A

3 3.1

MECH G111

25' - 0"

GCM-1

9' - 10"

ALF-110

1' - 0"

G112A.1

BB-1 GCM-1

H3

TV-1

H3

GF-1

GCM-1

GRP-1

UB-1

GCM-1

2

3

BB-1

UB-1

A3.11

AREA A

GCM-1

TV-1

H3

TV-1

6

5' - 10"

GCM-1

H3

WOMENS GYM G112

10"

W11

GRP-1

BB-1 GCM-1

A4.11 G112AA.1

GCM-1

GEP-1 GCM-1

2

ALF-115

GCM-1

GCM-1

TCEP No.: 018-255-17 Sub-Consultant:

WOMENS LOCKER G112AA

ALF-118

UB-1

GCM-1

H4

A4.12

2 A6.12

GCM-1

AREA B

Lincoln, Nebraska 1010 Lincoln Mall, Suite 200 Lincoln, NE 68508-2883 402 477.9291 Fax 402 477.6542

22' - 6 7/8"

A6.21

BB-1 GCM-1

6' - 11 3/8"

GCM-1

TV-1

3

3 Sim

3

1

www.clarkenersen.com

H3

A8.15

A2.10

H4

RF-1

GCM-1

C

Architecture Landscape Architecture Engineering Interiors

2 62' - 6"

GRP-1 TB-1

TV-1

H4 G112AAA.1

H3

72' - 6"

TT-1

G112AAA.2

WOMENS STORAGE G112B

4' - 10"

VB-1

Consultant:

G112AAA.4

G112AAA.3

EB-1

HPL-1

GFP-1 TR-1

D

1

UP

167.000°

G1ST2.1

EB-1 VRM-1

11521 UNL Project Number: Brad Muehling UNL Project Manager: City Campus Campus Name: Building Name: Devaney Sports Center C100 Building Number: DEV Building Acronym: Address: 1600 Court St Lincoln, NE

NB

STAIR G1ST2

12 A7.10 M3

3' - 10"

S-1

EB-1

FEC

2 A5.10

16' - 11 3/4"

1

PROVIDE ACCESS PANEL IN LIFT PLATFORM FOR MAINTENANCE

ALF-108

10 5/8"

5 A7.10

3

A2.11

A4.11 3 A7.10

ALF-107

10' - 0"

1

1' - 5"

10 A7.10

1

GRID INTERSECTION

1

A3.11

UNL - Gymnastics Training Facility

2' - 4"

13' - 0"

4' - 1"

7' - 8"

4' - 7"

8' - 0"

ED

EB

EA

EF

EE EC

E For reduced plans scale in inches

H.2

3' - 7"

1' - 5"

0

10"

23' - 8"

1

A2.10

A

14' - 10"

2

2

3

3

ALF-114

G108D

B3

H3

4

GFP-1

TT-1A3.11

A4.10

9' - 2 1/4"

GRP-1

A3.11

G3 G108A.1

A3.10

G3

3

MENS STORAGE G108A

RF-1

A4.10

SECURITY G101

CUST G102 1

G3

A3.10 ELEV. EQUIP G121

3' - 6"

GEP-1

10"

0

C6

ALF-104

3 A5.20

13' - 9 1/8" 1 A6.11

CONSESSION SERVICE G135

MEN G139

6

G3 A3

VESTIBULE G1VS1

HNTB Corporation

715 Kirk Drive Kansas City, Missouri 64105 UNL Project Name: (816) 472-1201 Fax (816) 472-4060

6.8

UNL - Gymnastics Training Facility

7 2 A4.13

7 A7.10

7 A5.10

A6.22

MEN G127

WOMEN G129

STAIR E110 A1

TV-1

ELEC G123

UP

G3

G123.1

WOMENS GYM G112

TV-1

2' - 5 5/8"

A3

7' - 8 3/4"

9"

G3

EJ-3

3 A4.11

UP

11521 UNL Project Number: Brad Muehling UNL Project Manager: City Campus Campus Name: Building Name: Devaney Sports Center C100 Building Number: DEV Building Acronym: Address: 1600 Court St A Lincoln, NE

Sim

2 A4.11

TRACK LOCKER FLOOR 114' - 0"

Consultant:

8

B

5' - 2 1/2"

A3

6 A5.10 EJ-4

1VS4.9

LOBBY GYMNASTICS G1LB1SECOND FLOOR 118' - 2"

UP

A3

1VS4.8

GYMNASTICS FIRST FLOOR 103' - 2"

6

N113

8.1

ALF-101

1VS4.10

EJ-4

BUILDING SECTION

Key Plan

A2.11

LINK 1VS4

D

1

3 A7.11

6' - 0"

RR G120

CONSESSION G133

B

30' - 6"

ALF-103

ALF-105

G3 DIMENSIONAL LETTER SIGNAGE

WOMEN G137

MENS GYM G108

2

G3

CUST. G125

DIMENSIONAL LETTER SIGNAGE

A6.23

C4

PAINTED PRECAST, TYP.

OFFICE/TRAINING G131

Architecture Landscape Architecture Engineering Interiors

Seal:

www.clarkenersen.com 3

Lincoln, Nebraska 1010 Lincoln Mall, Suite 200 Lincoln, NE 68508-2883 402 477.9291 Fax 402 477.6542

A4.13

SCALE: 1/8" = 1'-0" EJ-4

K

J

H.4

3' - 0"

37' - 3 1/4"

H.3 7' - 6 3/4"

H.2 5' - 10"

H.1

H

G.1

3' - 7" 11"

13' - 11"

G

F

8' - 4"

E

27' - 6"

D

28' - 0"

C

28' - 0"

B

28' - 0"

16' - 8"

11" 3' - 7"

FIRST FLOOR PLAN- AREA B

H

EJ-4

A

Kansas City, Missouri Fairway, Kansas

11 A7.10

TCEP No.: 018-255-17

9' - 10"

Project Revisions: Sub-Consultant:

1

A4.10

A3.10

A.3 1VS4.6

28' - 0"

3

2

H.1

A3.11 7' - 6 3/4"

5' - 10"

H.2

H.3

37' - 3 1/4"

GYMNASIUM EQUIPMENT SCHEDULE - OWNER

GYMNASIUM EQUIPMENT SCHEDULE - OWNER

A

Plot Time Stamp:6/21/2018 12:05:00 AM File Location/Name:BIM 360://UNL Gymnastics Facility/018255-Gymnastics-A-18.rvt

3

A4.11

ROOM NAME (CURRENT) MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM

ROOM No. G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G112 G112 G112 G112

Gym. Equip. Length

EQUIPMENT DESCRIPTION BAR PIT 40X8 EXERCISE BIKE GYMNASTICS FLOOR - TUMBLING FLOOR & RES. SUB-FLOOR HORIZONTAL BAR HORIZONTAL BAR, MODIFIED HYDRAULIC LIFT PIT PARALLEL BARS PARALLEL BARS, MODIFIED POMMEL HORSE POMMEL TRAINER ROD FLOOR ROMAN RINGS STEPPER TREADMILL TRAMPOLINE TUMBLING TRACK VAULT BOARD VAULT RUN-UP MAT VAULT TABLE BALANCE BEAM BAR PIT 26X8 EXERCISE BIKE GYMNASTICS FLOOR - TUMBLING FLOOR & RES. SUB-FLOOR

Gym. Equip. Width

52'-0" 7'-10 1/2" 7'-10 1/2" 19'-8" 11'-5 3/4" 11'-5 3/4" 5'-3" 2'-0" 60'-0" 8'-6 1/4"

44'-0"

8'-2" 1'-7" 1'-7" 1'-1 3/4" 2'-0" 6'-0"

10'-0" 60'-0" 3'-11" 82'-0 1/4" 3'-1 1/2" 16'-4 3/4"

17'-0" 7'-0" LOBBY 2'-0" 3'-3G1CR1 1/2" 3'-4 1/2" 4'-1/4"

52'-0"

44'-0"

FURNISHED BY OWNER / CONTRACTOR (O / C) OWNER OWNER TF = 4 3/4", RSF = 2 1/4" OWNER 9'-2" OWNER OWNER OWNER OFFICE CORRIDOR 6-6 3/4" G2CR1 OWNER G201F 6-6 3/4" OWNER 4'-0" OWNER 2'-8" OWNER 10" OWNER 19'-0" OWNER OWNER OWNER 3'-9" OWNER 10 1'-9" OWNER A6.60 TAPING 8" OWNER G108C VRM = 1 3/8", RSF = 2 12 1/4" OWNER 4'-5" A6.60 OWNER 4'-1/4" OWNER OWNER OWNER TF = 4 3/4", RSF = 2 1/4" OWNER

1

2

INSTALLED BY OWNER / CONTRACTOR (O / C) OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER CJ OWNER

Type Mark HB-2 HPL-1 LBB-1 RF-1 S-1 TB-1 TM-1 TR-1 TT-1 UB-1 VB-1 VRM-1 VT-1

ROOM NAME (CURRENT) WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM WOMENS GYM

ROOM No. G112 G112 G112 G112 G112 G112 G112 G112 G112 G112 G112 G112 G112

Gym. Equip. Length

EQUIPMENT DESCRIPTION HORIZONTAL BAR, MODIFIED HYDRAULIC LIFT PIT CJ BEAM CJ LOW BALANCE

19'-8" 16'-4 3/4" 60'-0"

ROD FLOOR STEPPER TRAMPOLINE BAR TREADMILL TRAMPOLINE TUMBLING TRACK UNEVEN BARS, MODIFIED VAULT BOARD VAULT RUN-UP MAT VAULT TABLE

10'-0" 60'-0" 4'-4" 3'-11" 82'-0 1/4" 3'-1 1/2"

FURNISHED BY OWNER / CONTRACTOR (O / C) OWNER OWNER CJ OWNER 6'-0" 10" OWNER OWNER OWNER OWNER 17'-0" 3'-9" OWNER 7'-0" 1'-9" OWNER PAINTED DRYWALL 7'-10 1/2" OWNER 2'-0" 8" OWNER CHALK COLLECTOR, 3'-3 1/2"TO MECH. VRM = 1 3/8", RSF = 2 1/4" OWNER REFER 3'-4 1/2" 4'-5" OWNER Gym. Equip. Height

H.4

J

GENERAL PLAN NOTES

INSTALLED BY OWNER / CONTRACTOR (O / C) OWNER OWNER OWNER CJ OWNER OWNER OWNER OWNER OWNER OWNER OWNER CHALK COLLECTOR, OWNER REFER TO MECH.

1.

OWNER OWNER

EXPANSION JOINT SCHEDULE

TV-1

M-3

Type Mark GCM-1 GEP-1 GFP-1 GRL-1 GRP-1

Gym. Equip. Width 8'-0" 8'-2"

WOMENS GYM G112

GYM MATERIAL INDICATION SCHEDULE

OWNER OWNER OWNER OWNER OWNER OWNER OWNER

2

K

TV-1

Type

Gym_Comp mat Gym_Edge Pad Gym_Foam pit Gym_Resi lift Gym_Resi pit

3

EJ-1

EXTERIOR WALL - TO - WALL JOINT COVER

EJ-2

CEILING - TO - WALL JOINT COVER

EJ-3

INTERIOR WALL - TO - WALL JOINT COVER

EJ-4

FLOOR - TO - WALL JOINT COVER

4

5

THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF THE WORK. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE INSTALLATION OF NEW WORK WITHIN THESE EXISTING CJ CONDITIONS. ANY DEVIATIONS IN EXISTING CONDITIONSCJ OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT AND OWNER IN ORDER TO MODIFY PLANS ACCORDINGLY.

2.

REFER TO CODE COMPLIANCE PLANS FOR LOCATION OF FIRE-RATED WALLS AND SMOKE SEPARATION WALL LOCATIONS AND REQUIREMENTS.

3.

DIMENSIONS ON THIS SHEET ARE TO GRIDLINES, FACE OF MASONRY, FACE OF CONCRETE, AND FACE OF DRYWALL.

4.

ALL SPANDREL GLAZING SHALL HAVE METAL STUD AND GPDW FURRING WALLS AT INTERIOR SIDE OF GLAZING WHERE EXPOSED TO VIEW.

5.

SEE SHEET A0.00 FOR WALL TYPES AND WALL NOTES.

6.

SEE SHEET A0.01 FOR TYPICAL INTERIOR STUD FRAMING DETAILS.

7.

COORDINATE THE LOCATION AND SUPPORTS OF MECHANICAL, PIPING AND ELECTRICAL SYSTEMS WORK WITH STRUCTURAL REQUIREMENTS.

8.

COORDINATE THE LOCATION AND SUPPORT OF ITEMS SUSPENDED FROM STRUCTURE WITH STRUCTURAL REQUIREMENTS.

9.

SEE ENLARGED PLANS, FINISH PLANS, AND FINISH SCHEDULE FOR INTERIOR FINISHES.

GYM ROOF - MEN (LOW POINT) 141' - 2"

HNTB Corporation

715 Kirk Drive Kansas City, Missouri 64105 (816) 472-1201 Fax (816) 472-4060

GYM ROOF - WOMEN (LOW POINT) 135' - 2" 10. 11.

LOBBY ROOF PROVIDE TREATED BLOCKING IN WALLS FOR ALL 133'WALL - 2" MOUNTED ACCESSORIES. SERVICE HALL ROOF 130' - 10" GENERAL CONTRACTOR TO COORDINATE ALL SLEEVE/INSERT/EMBED LOCATIONS AND INSTALLATIONS

GYMNASTICS SECOND FLOOR 118' - 2" TRACK LOCKER FLOOR 114' - 0"

Issue: Date: Dwg File: Drawn By:

A.3

B

C

16' - 8"

28' - 0"

D 28' - 0"

E

F

28' - 0"

28' - 0"

1

2

A3.11

A3.10 1 A4.11

G 27' - 6"

G.1 8' - 4"

H.1 14' - 10"

H.2

3' - 7"

BT / ASR TR

These drawings & the designs here illustrated are the sole property of the University of Nebraska & may not be reproduced in whole or in part without express written permission.

Sheet Title: First Floor Plan - Area B

GYMNASTICS FIRST FLOOR 103' - 2"

6

A1.11

Sheet Number:

SCALE: 1/8" = 1'-0"

9' - 10"

Construction Documents 06/20/2018

Checked By:

BUILDING SECTION A

B

Gym. Equip. Height

? # ?- #

3' - 0"

SCALE: 1/8" = 1'-0"

Type Mark BP-2 EB-1 GF-1 HB-1 HB-3 HPL-1 C PB-1 PB-2 PH-1 PT-1 RF-1 RR-1 S-1 TM-1 TR-1 TT-1 VB-1 VRM-1 VT-1 BB-1 BP-1 EB-1 GF-1

Fax 402 477.6542

Kansas City, Missouri Fairway, Kansas

Sub-Consultant:

30' - 0"

PAINTED PRECAST, TYP. CUST. G141

STAIR G1ST4

FEC

EJ-3

EJ-4

1

EJ-3

G1CR2.1

5' - 11 3/8"

EJ-1 SERVICE HALL ROOF 130' - 10"

4

SERVICE G1CR2

G120.1

W14

A2.11

G3

5' - 2"

For reduced plans scale in inches

26' - 11"

402 477.9291

ADA/CARD READER PEDESTAL

GYM ROOF - MEN (LOW POINT) 141' - 2" PREFINISHED CLOSURE AT CORNER BY CURTAIN WALL INSTALLER, INSULATE CAVITY GYM ROOF - WOMEN (LOW POINT) 135' - 2" LOBBY ROOF 133' - 2"

G121.1

10"

ALF-1

E

HMF-113

7' - 6"

H3

9 A7.10

1

G102.1

14' - 10 7/8"

A2

A3

FEC 80' - 8"

6' - 4"

1

3

GEP-1 2

G101.1

BP-2

AV RACK; REF. ELEC.

4 3

C6

Lincoln, Nebraska 1010 Lincoln Mall, Suite 200

TCEP No.: 018-255-17

6 6

G1CR1.1

www.clarkenersen.com

A1.10

Lincoln, NE 68508-2883 Sheet Number:

NF

2 A7.11

1' - 6" 8' - 0"

0° 8.00 12

2

TR-1

GFP-1

VT-1

2

2' - 4"

VB-1

78' - 6"

5

5

1 A7.11

MENS LOCKER G108BA

G1CR1.2

5' - 2"

VRM-1

7

PB-2

N121

G108C.2 G108C.1

5

7' - 6"

H5

C4

TR-1

C

ALF-117

6' - 11 3/8"

4

GEP-1

Engineering Interiors

COORDINATE THE LOCATION AND SUPPORT OF ITEMS SUSPENDED G1CR1.3 FROM STRUCTURE WITH STRUCTURAL REQUIREMENTS. 2 SEE ENLARGED PLANS, FINISH PLANS,A3AND FINISH SCHEDULE FOR A6.10 INTERIOR FINISHES.

8. 9.

VRM-1

Architecture

Landscape First Floor Architecture Plan - Area A

9' - 2"

1

VB-1

MENS RR G108BAA

11' - 2"

3

VT-1

G108BA.1

H3

A6.21

These drawings & the designs here illustrated are the sole property of the University of Nebraska & may not be reproduced in whole or in part without express written permission.

Sheet Title:

NE

SEE SHEET A0.01 FOR TYPICAL INTERIOR STUD FRAMING DETAILS. N118 H4 LOBBY 7. COORDINATE THEG1CR1 LOCATION AND SUPPORTS OF MECHANICAL, PIPING TV-1 AND ELECTRICAL SYSTEMS WORK WITH STRUCTURAL REQUIREMENTS.

9' - 0"

HPL-1

Type

Gym_Comp mat Gym_Edge Pad PH-1 Gym_Foam pit Gym_Resi lift Gym_Resi pit

TR

Checked By:

5 8 A7.10

6.

H3

15' - 2"

GRL-1 GRP-1

H3

ALF-102

Type Mark GCM-1 GEP-1 PH-1 GFP-1

PH-1

GENERAL CONTRACTOR TO COORDINATE ALL SLEEVE/INSERT/EMBED LOCATIONS AND INSTALLATIONS

11521 UNL Project Number: Brad Muehling UNL Project Manager: City Campus Campus Name: Building Name: Devaney Sports Center C100 Building Number: DEV Building Acronym: Address: 1600 Court St Lincoln, NE Issue: Construction Documents Date: 06/20/2018 Consultant: Dwg File: Drawn By: BT / ASR

N115

OWNER OWNER OWNER OWNER OWNER OWNER

PT-1

11.

N114

44'-0"

GYM MATERIAL INDICATION SCHEDULE

1 PROVIDE TREATED BLOCKING A4.12 IN WALLS FOR ALL WALL MOUNTED ACCESSORIES.

10.

? # ?- #

4

G1VS1.1

52'-0"

3'-9" 1'-9" 8" VRM = 1 3/8", RSF = 2 1/4" OWNER 4'-5" OWNER 4'-1/4" OWNER OWNER PT-1OWNER TF = 4 3/4", RSF = 2 1/4" OWNER

Gym. Equip. Height

N117

17'-0" 7'-0" 2'-0" 3'-3 1/2" 3'-4 1/2" 4'-1/4"

10'-0" 60'-0" 4'-4" 3'-11" 82'-0 1/4" 3'-1 1/2"

GENERAL PLAN NOTES

H3

ALF-116

7 8 A7.12 ALCOVE BY OWNER / FURNISHED BY OWNER / 3 INSTALLED 1. 3/8"THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS G108.1 CONTRACTOR (OA6.22 / C) A6.12 CONTRACTOR (O / C) AND CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF G108.1 OWNER OWNER H3 THE WORK. A6.22 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OWNER OWNER COORDINATE INSTALLATION OF NEW WORK WITHIN THESE EXISTING H3 OWNER OWNER CONDITIONS. ANY DEVIATIONS IN EXISTING CONDITIONS OR G3 DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT 6'-0" 10" OWNER OWNER EQUIP G108B.1 G3 AND OWNER IN ORDER TO MODIFY PLANS ACCORDINGLY. OWNER OWNER G1CR1.6 G108D OWNER OWNER 2. REFER TO CODE COMPLIANCE PLANS FOR LOCATION OF FIRE-RATED 1 OWNER OWNER WALLS AND SMOKE SEPARATION WALL LOCATIONS AND A6.12 2 17'-0" 3'-9" OWNER OWNER REQUIREMENTS. H4 7'-0" 1'-9" OWNER OWNER A4.12 TV-1 H4 3. DIMENSIONS ON THIS SHEET ARE TO GRIDLINES, FACE OF MASONRY, 7'-10 1/2" OWNER OWNER G1CR1.5 FACE OF CONCRETE, AND FACE OF DRYWALL. 2'-0" 8" OWNER OWNER 3'-3 1/2" VRM = 1 3/8", RSF = 2 1/4" OWNER OWNER 4. ALL SPANDREL GLAZING SHALL HAVE METAL STUD AND GPDW FURRING 3'-4 1/2" 4'-5" OWNER OWNER WALLS AT INTERIOR SIDE OF GLAZING WHERE EXPOSED TO VIEW. MENS LOUNGE G108B 5. SEE SHEET A0.00 FOR WALL TYPES AND WALL NOTES. A6.21 G1CR1.4

Gym. Equip. Width 8'-0" 8'-2"

G1VS1.4

10'-0" 60'-0" 3'-11" 82'-0 1/4" 3'-1 1/2" 16'-4 3/4"

6-6 3/4" 6-6 3/4" 4'-0" 2'-8" 10" 19'-0"

19'-8" 16'-4 3/4" 60'-0"

ND

ALF-106

8'-2" 1'-7" 1'-7" 1'-1 3/4" 2'-0" 6'-0"

Gym. Equip. Length

EQUIPMENT DESCRIPTION HORIZONTAL BAR, MODIFIED HYDRAULIC LIFT PIT LOW BALANCE BEAM GEP-1 ROD FLOOR STEPPER TRAMPOLINE BAR GF-1 TREADMILL TRAMPOLINE TUMBLING TRACK UNEVEN BARS, MODIFIED VAULT BOARD VAULT RUN-UP MAT VAULT TABLE MENS GYM G108

7 A2.11

ALF-115

PB-1

ROOM No. G112 G112 G112 G112 G112 G112 G112 G112 G112 G112 G112 G112 G112

5' - 0"

TF = 4 3/4", RSF = 2 1/4" 9'-2"

A6.22

GYMNASIUM EQUIPMENT SCHEDULE - OWNER

PB-1 ROOM NAME RR-1Type MarkGFP-1(CURRENT) HB-2 WOMENS GYM HPL-1 WOMENS GYM LBB-1 WOMENS GYM RF-1 WOMENS GYM S-1 WOMENS GYM TB-1 WOMENS GYM TM-1 WOMENS GYM TR-1 WOMENS GYM TT-1 WOMENS GYM UB-1 WOMENS GYM VB-1 WOMENS GYM GFP-1 HB-3 VRM-1 WOMENS GYM VT-1 WOMENS GYM

A4.13

N119

20' - 0 3/4"

44'-0"

GCM-1

TM-1

FURNISHED BY OWNER / INSTALLED BY OWNER GEP-1 / CONTRACTOR (O / C) RR-1 CONTRACTOR (O / C) GRP-1 OWNER OWNER OWNER OWNER GEP-1 OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER GEP-1 OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER GRP-1 HB-1 OWNER OWNER OWNER OWNER OWNER OWNER OWNER OWNER GEP-1 OWNER OWNER

TV-1

1

A6.22

Project Revisions:

G1VS1.2

BALANCE BEAM GCM-1 BAR PIT 26X8 EXERCISE BIKE GYMNASTICS FLOOR - TUMBLING FLOOR & RES. SUB-FLOOR

A6.22

ALF-111

78' - 6"

PROVIDE ACCESS PANEL IN LIFT PLATFORM FOR MAINTENANCE

H3

3

S-1

Gym. Equip. Height GCM-1 RR-1

UNL - Gymnastics Training Facility

A2.10

3

1

13' - 0"

HYDRAULIC LIFT PIT PARALLEL BARS PARALLEL BARS, MODIFIED POMMEL HORSE POMMEL TRAINER ROD FLOOR ROMAN RINGS STEPPER TREADMILL TRAMPOLINE TUMBLING TRACK VAULT BOARD VAULT RUN-UP MAT HB-1 VAULT TABLE

Gym. Equip. Width

52'-0" 7'-10 1/2" GCM-1 7'-10 1/2" 19'-8" 11'-5 3/4" 11'-5 3/4" 5'-3" 2'-0" 60'-0" 8'-6 1/4"

J66

19' - 6"

S-1

Gym. Equip. Length

H3

M-3 M-3

TV-1

EB-1 EB-1

7' - 6"

6' - 4"

4 A7.11

19' - 8 1/8" TAPING G108C

G112.5

FEC

EQUIPMENT DESCRIPTION GCM-1 PB-1 BAR PIT 40X8 EXERCISE BIKE GYMNASTICS FLOOR - TUMBLING FLOOR & RES. SUB-FLOOR HORIZONTAL BAR GCM-1 PB-1 HORIZONTAL BAR, MODIFIED

2

8' - 0"

LBB-1

G112.4

ALF-1

12' - 0"

80' - 5 1/2"

LBB-1

J66

A6.22

44' - 9 3/8"

ALF-118

ALF-1 G112.3

W12

14' - 6 5/8"

1' - 1 1/2" 1' - 0"

AREA B

AREA A

For reduced plans scale in inches

8' - 0"

GYMNASIUM EQUIPMENT SCHEDULE - OWNER

ROOM No. G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G108 G112 G112 G112 G112

PROVIDE ACCESS PANEL IN LIFT PLATFORM FOR MAINTENANCE

GRL-1

BB-1 GCM-1

79' - 5"

H3

Seal: UNL Project Name:

A3

G112A.2

13

Plot Time Stamp:6/20/2018 11:42:24 PM File Location/Name:BIM 360://UNL Gymnastics Facility/018255-Gymnastics-A-18.rvt

8' - 0"

TV-1

2 A7.10

3

ROOM NAME (CURRENT) MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM MENS GYM 2 MENS GYM A4.10GYM MENS 3 GYM MENS WOMENS GYM A3.10 WOMENS GYM WOMENS GYM WOMENS GYM

GCM-1

BP-1

GCM-1

17' - 4"

ALF-110

A3.11

1

GCM-1

1' - 6" 3' - 4"

7

ALF-119

NC

7' - 8"

G112.1

ALCOVE G112.1

3

A

Type Mark BP-2 EB-1 GF-1 HB-1 HB-3 HPL-1 PB-1 PB-2 PH-1 PT-1 RF-1 RR-1 S-1 TM-1 TR-1 TT-1 VB-1 VRM-1 VT-1 BB-1 BP-1 EB-1 GF-1

GCM-1

9' - 10" 1 A7.10

25' - 1"

EC

EB

A6.22

58' - 0"

A2.10

D

UB-1

2

A3.11

3' - 7"

H3

GFP-1

BB-1 GCM-1

25' - 0"

0

3' - 4"

1

GCM-1

10"

E

W11

AREA A

8' - 4"

A3.10

SCALE: 1/8" = 1'-0"

B

Key Plan

EF

H.2

AREA B

27' - 6"

H.1

29' - 10"

28' - 0"

2

G.1

HMF-112

28' - 0"

G

G108BAA.1

2

28' - 0"

F

6

28' - 0"

FIRST FLOOR PLAN - AREA A

E

4

16' - 8"

D

G108BAA.2

9' - 10"

C

A3.11

G108BAA.3

1

B

ALF-120

A.3

ALF-115

A

Seal:

12


KCATA : Ea s t Vil l age Architecture \\Transit Transit | New Transit shelter with rest amenities for the bus drivers, along with a lobby area for waiting passenger’s. Specific responsibilities for this included coordination amongst consultants, and specific site related detailing. This project’s goal was to engage the local citizens and make them more excited about the up and coming extension of the KCATA transit line.


14


D ePa u l : MP EC Architecture \\ Athlethics Sports Stadium | New | Event Center A new event center to allow fans or all medias sports, concerts, ceremonies, etc. This was not a typical arena, as it was to have a fit and finish of a concert hall, much that was expressed in the curved outlets on the exterior of the building. What makes this building stand out is the roof. The roof was designed so that no structure is to be visible from underneath, but to allow natural light to pass from the slits. Along with the intricate roof, the signature seating section is known as the “Demon Deck� where it is similar to a pie slice shape and angles down almost into the court.


16


Aerial View of MPEC and Adjacent Hotel


View of the Exterior Channel Glass “Pods”

View of Video Screen on Channel Pod

18


Ole M iss : St a d iu m R e n o Architecture \\ Athlethics Sports Stadium | Renovation A stadium renovation scheme was created to show multiple design concepts for the North, South and East side renovation. In addition, a scheme included retrofitting the existing FedEx and Starnes building to house a new Weight Room, Academics, Ticketing, M-Club and a Hall of Fame. Each of the parts of the renovations related back to Ole Miss’ Walk of Champions that ended at the North Scoreboard. The entry design intent was envisioning students and fans cheering on the players as they run through the lot and around the Bell Tower. The renovation also included the Arena and the West Side which housed the parking garage.

20


Proposed North Club Seating

Walk of Champions Destination View


Proposed Connecting “Welcome” Lobby

22


ECU : TO W ER RET RO F I T Architecture \\ Athlethics Sports Stadium| Renovation East Carolina was a two-fold project. They wanted a new Press tower that included premium seating like club and suites, as well as a new press seating. In addition, the renovation/retrofit would allow to open up the concourse that was interruppted by several I-Beam supports disruppting flow. The second part was a new end-zone enclosure to add more seats and create a more thorough connection of the athlethics facilitites to the field.


5

PRESS LEVEL 10,447 SQUARE FEET

4

CLUB LEVEL 31,087 SQUARE FEET

3

SUITE LEVEL 13,751 SQUARE FEET

2

PIRATE CLUB DECK 10,719 SQUARE FEET

1

GRADE LEVEL 12,089 SQUARE FEET

24


PRESS LEVEL MEDIA COACHES GAME OPS

CLUB LEVEL CLUB LOUNGE CLUB SEATING LOGE SEATING

SUITE LEVEL NEW SUITES

PIRATE CLUB DECK INDOOR LOUNGE OUTDOOR PATIO

GRADE LEVEL OFFICES TICKETING CONCESSION


PRESS LEVEL MEDIA COACHES GAME OPS

CLUB LEVEL CLUB LOUNGE CLUB SEATING LOGE SEATING

SUITE LEVEL NEW SUITES

PIRATE CLUB DECK INDOOR LOUNGE OUTDOOR PATIO

GRADE LEVEL OFFICES TICKETING CONCESSION

26


5

PENTHOUSE SUITE LEVEL 2,410 SQUARE FEET

4

FIRST TOWER LEVEL 5,200 SQUARE FEET

3

TERRACE/SUITE LEVEL 6,783 SQUARE FEET

2

CLUB/LOGE LEVEL 24,360 SQUARE FEET

1

FIELD SUITE LEVEL 9,174 SQUARE FEET

28


TERRACE LEVEL PATIO BAR CLUB SEATING

CLUB LEVEL CLUB LOUNGE LOGE BOXES

EXISTING MURPHY CENTER


PENTHOUSE SUITE LEVEL

SUITE LEVEL

TERRACE LEVEL PATIO BAR CLUB SEATIG

CLUB LEVEL CLUB LOUNGE LOGE BOXES

FIELD SUITE LEVEL SUITES ATHLETICS OFFICES

30


UTAH S TAT E P RESS TO WE R Architecture \\ Athlethics Sports Stadium| Renovation Utah State Romney Press Tower was essentially an entire tear down and reuild. This project included updated exterior club seating, new loge boxes, club space that can be used for training, suites and press seating. Other phases included an over-pour on the northwest and southwest corners to match the rest of the west bowl seating. This project had interesting parameters as it was limited in width as it was on a hill, and height for seismic reasons.

3' - 4"

CLUB

6' - 4"

6' - 2"

TV MONITOR W/ METAL SHROUD

3' - 1"

3' - 1"

1' - 2"

QUARTZ COUNTER TOP

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

DN

method studioinc.

23

D

USU ROMNEY STADIUM WESTSIDE RENOVATION

3/10/2015

As indicated


TV MONITOR W/ METAL SHROUD PADDED CHAIRS ON WHEELS COMPOSITE PANEL FRONT AND SIDE WALLS

View of Club and Loge Seating

method studioinc.

USU ROMNEY STADIUM WESTSIDE RENOVATION

3/10/2015

32


QUARTZ COUNTER TOP COMPOSITE PANEL FRONT AND SIDE WALLS

View from Loge looking East

method studioinc.

USU ROMNEY STADIUM WESTSIDE RENOVATION

3/10/2015


PADDED CHAIRS ON WHEELS QUARTZ COUNTER TOP COMPOSITE PANEL FRONT AND SIDE WALLS TV MONITOR W/ METAL SHROUD

View from Loge looking at South Plaza

method studioinc.

USU ROMNEY STADIUM WESTSIDE RENOVATION

3/10/2015

34


USU ROMNEY STADIUM WESTSIDE RENOVATION

CLUB - AXON


WHITE LED COVE LIGHTING @ SUITE ENTRY LED COVE LIGHTING : WALL WASH ACCENT TILE

GYP SOFFIT ABOVE COUNTERS @ 7'-0" AFF

2' x 2' ACT CEILING

4" DIA LED CAN LIGHT LED COVE LIGHTING

GYP @ 8'-0" AFF

4" DIA LED CAN LIGHT

AXON

RCP

GLASS SHELVING 3/16" = 1'‐0"

USU ROMNEY STADIUM WESTSIDE RENOVATION

STANDARD SUITE

36


LED COVE LIGHTING : WALL WASH ACCENT TILE GYP SOFFIT ABOVE COUNTERS @ 7'-0" AFF PENDANT LIGHTING WOOD SLAT WHITE LED COVE LIGHTING @ SUITE ENTRY

AXON

RCP

4" DIA LED CAN LIGHT LED COVE LIGHTING GYP @ 8'-0" AFF 2' x 2' ACT CEILING

1/8" = 1'‐0"

USU ROMNEY STADIUM WESTSIDE RENOVATION

DOUBLE CUSTOM SUITE


AXON - CONFERENCE LAYOUT

USU ROMNEY STADIUM WESTSIDE RENOVATION

FOUNDATION SUITE + CLOSING

38


Profile for Tanya Jana-Ford

T-Jana-Ford Portfolio  

T-Jana-Ford Portfolio  

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