jessica janzen portfolio

JESSICA JANZENMASTER OF ARCHITECTURE

UNIVERSITY OF TEXAS AT AUSTINe: [email protected] t: 316.640.2949

JESSICA JANZENMASTER OF ARCHITECTUREUNIVERSITY OF TEXAS AT AUSTIN

TABLE OF CONTENTS KIN: FOLKS. FAMILY. FRIENDS. FOOD.

URBAN LAND INSTITUTE HINES COMPETITION

MOUNT BONNELL OBSERVATION TOWER

MIDAMERICAN CREDIT UNION

RESUME

5

17

25

33

39

KIN: FOLKS. FAMILY. FRIENDS. FOOD.

The culminating studio of the Master of Architecture program at the University of Texas at Austin investigated the relationship between food, business, and construction techniques to design a restaurant and culinary school inspired by

an existing food truck’s intentions and motivations.

Selected for publication in ISSUE:011 an annual publication of student work at The University of Texas at Austin School of ArchitectureWork completed with Shelby Sickler


FALL 20145

My partner and I selected Ms. P’s Electric Cock food truck as the client, and inspiration, for the design concept of the brick and mortar restaurant and culinary school. Ms. P’s intentions for both her food truck and a future brick and mortar were to create a point of destination for customers while maintaining a family-friendly, neighborhood appeal. We were inspired by these goals and by Ms P’s desire to rethink the menu for the brick and mortar location, focusing on the way food can and does bring

people together.

For the culinary school, we applied her goals and expanded upon them, coining the name “KIN: FOLKS. FRIENDS. FAMILY. FOOD.” Utilizing this concept, both the restaurant and the school encourage strangers and neighbors to become friends while focusing on the traditions of Southern food, how it brings people together, and the influencing cultures that act upon it: French,

African, Spanish, Scottish, etc., providing for a range of student experience.

........With the freedom to select a site specific to our concept, the desire for neighborhood connections became essential. We began looking for a site that was both large enough to accommodate the 28,000 square foot program, was surrounded by families

of all ages, and had a community of shops that would support the endeavors of the school.

We selected two parking lots nestled within Hyde Park at the intersection of 43rd Street and Avenue H. These lots_surrounded by businesses to the east and single and multifamily housing to the north, south, and west_provided an intimate setting and

support network for the restaurant and school.

RE

DR

IVE

RS

T

M A N O R

NLA

MA

E O L T O

GU

AD

AL U

PE

ST

W O LT O R F S T

C A M

LA

VA

CA

ST

W 5 T H S T

W 3 8T H S TN

LA

MA

RB

LVD

B LV D

E 7 T H S T

D

W45T H S T

SP

L EA

SA

NT

VAL L

EY

RD

S1 S

TS

T

RED

RIV

ER

GU

AD

ALU

PE S

T

W 45TH ST

KIN CULINARY SCHOOL +MS P’S RESTAURANT

KIN CULINARY SCHOOL + MS P’S RESTAURANT

MS P’S ELECTRIC COCK

43RD STREET

AVENUE H

DUVAL

43RD STREET

BUILDING SETBACK PROPERTY LINESITE ACCESS

SITE ACCESS

5028 SF

TRASH + RECEIVING

TRASH + RECEIVING

1116 SF

511 SF

2816 SF

590 SF

5175 SF

3596 SF

5026 SF

2461 SF

1288 SF

SITE PLAN NOT TO SCALEFALL 2014

7KIN: FOLKS. FAM

ILY. FRIENDS. FOOD.

PROGRESSION OF BUILDING FORM PROGRESS SKETCHES

As a response to the scale and porosity of the surrounding neighborhood, the program is scaled into a rhythmic series of six buildings each housing between 3,000 and 5,000 square feet of program. Pathways between the buildings maintain the existing porosity and beckon neighbors to visit the school and interact with the students while connecting them to the local business hub. Ms P’s Restaurant and a bakery are sited along 43rd Street, emphasizing the small business presence, while storage and receiving utilize existing alley access and provide privacy where the school meets

its existing residential neighbors.

MS P’S RESTAURANT & BAKERY

STORAGE & RECEIVING

CULINARY SCHOOL (LECTURE, CLASSROOMS, ADMINISTRATION, STUDENT LOUNGE & LIBRARY)

TEACHING KITCHENS

RESTROOMS & VERTICAL CIRCULATION “CORE”

PROGRAM DIAGRAM

FALL 20149


4a

2a

141516171820 1924 23 22 21

17'-9" 10'-9" 12'-8" 17'-10" 30'-6" 14'-10" 10'-10" 10'-0" 20'-6" 21'-10"

1A200

3A201

2A200

AVENUE H

43RD STREET

CHICKEN COOP

CLASSROOM

DEMONSTRATION KITCHEN

TEACHING KITCHEN

MS P’S KITCHEN

MS P’S DINING

STORAGE

FIRST FLOOR PLAN NOT TO SCALE

SITE RENDERING FROM 43RD STREET

1

2

3

4

5

5a

6

3a

1a

1b

1c

7810 9111213 7a

70'-5" 20'-6" 12'-8" 16'-10" 35'-4" 22'-0" 23'-5" 17'-9"

15'-0

"15

'-0"

15'-0

"15

'-0"

15'-0

"

4'-0

"

1A200

3

4A201

4

2A200

6A503

5A503

7A503

STREET

AVENUE H

PASTRY KITCHEN

BAKERY

LIBRARY

TEACHING KITCHEN

STORAGE

SITE MODELFALL 2014

11KIN: FOLKS. FAM

ILY. FRIENDS. FOOD.

13’ 6”

3’ 2”

9’ 6”

7’ 8”

1. Steel Girder2. Steel Beam3. Rigid Insulation4. Corrugated Metal Roof Decking5. King Size Brick6. Steel Stud @ 16” o.c w/ Sheathing & Weather Barrier7. Quick Fix Angle Masonry Support8. 10” Deep Top Horizontal Aluminum Mullion9. Horizontal Aluminum Mullion10. 7/8” Metal Furring Channels at 16” o.c.Clipped or Tied to Main Channels w/ Panel System11. Insulating Glass12. Rough Sill 13. 5/8“ Gypsum Board & Interior Wall Finish14. Thermal Insulation and Vapor Retarder15. 1/2” Sheathing16. 1“ x 3” Wood Furring17. Wood Siding18. 2X - 2 X 6 Sole Plate19. Concrete Topping20. Corrugated Metal Decking21. Vertical Aluminum Mullion22. Bottom Horiontal Aluminum Mullion23. Cast in PLace Concrete Foundation Wall24. Drainage Mat25. Footing Drain Pipe with Gravel Surround26. Waterproo ng Membrane27. Concrete Slab28. Carton Form29. Concrete Pile

7

4

5 2 1

9

109

11

12

13

14

15

16

17

18

2 1

19 20

21

23

24

25

29

28

8

22

26 27

3

6

12A503

13A503

KING SIZE BRICK

RIGID INSULATIONCORRUGATED METAL DECKING

STEEL BEAM

INSULATING GLASS METAL FURRING CHANNELS W/ ACOUSTIC PANEL SYSTEM

STEEL STUD @ 16” O.C.

STEEL C CHANNEL

ALUMINUM MULLION

ANGLE MASONRY SUPPORT

SHEATHING W/ WEATHER BARRIER

BRICK ROOF DETAIL

SCALE: 1-1/2” = 1’ 0”

12A502

WALL SECTION 2

SCALE: 3/4” = 1’ 0”

9A201

MS P’S DINING AREA

FALL 201413


MS P’S DINING AREA

4a

2a

141516171819

14'-10" 10'-10" 10'-0" 20'-6" 21'-10"

MS P’S KITCHEN

MS P’S DINING FALL 201415


URBAN LAND INSTITUTEHINES COMPETITION

The 2015 ULI Hines Competition focused on the revitalization of a neighborhood adjacent to Interstate 10 in New Orleans, Louisiana. The master plan created by my team represents an effort to leverage local partners, market opportunities, and federal grants to create value that serves both current and future residents of the Claiborne corridor. The cornerstone of the plan is an ambitious proposal which calls for the removal of a 1.32-mile stretch of the elevated

interstate that bifurcates the site.

Work completed with Aaron Hobbins, Ashly Chirayil, Corey Rothermel, and Jody Broccoli-Hickey

SPRING 201517

HINES COMPETITION

GROCERY STORE

FOR SALERESIDENTIAL

FOR SALERESIDENTIAL

FOR RENTRESIDENTIAL(VIEWS TO SOUTH)






FOR SALERESIDENTIAL

FOR SALERESIDENTIAL

12’ 12’ 6’ 10’ 26’ 13’5’5’5’5’12’12’6’6’3’10’ 27’VARIES VARIESVARIES

Cla

ibor

ne “S

oul”

Stre

etca

r Lin

e

Cla

ibor

ne A

venu

e N

orth

boun

d

Bic

ycle

Lan

e

Nei

ghbo

rhoo

d C

omm

erci

al

Pede

stria

n B

ridge

Ove

r Sw

ale

Sw

ale

& S

torm

Wat

er C

hann

el

St.

Loui

s C

emet

ery

Vegi

tate

d B

uffe

r & S

wal

e

Bic

ycle

Lan

e

Cla

ibor

ne A

venu

e S

outh

boun

d

Inte

rnal

Blo

ck C

ourty

ard

Mix

ed-U

se-In

com

e-Ag

e Li

ving

Laffi

te G

reen

way

Par

k B

ridge

Phase 1: Pre-Demolition Phase 2: Removal of the south bound lanes. Traffic moves entirely to existing Claiborne and begin finding alternate route.

Phase 3: Removal of the north bound deck occurs concurrently with the construction of south bound Claiborne. Bioswale construction begins.

Section through Grocery, Claiborne Avenue, and Bioswale

Claiborne Avenue looking Northeast

New shops and restaurants enliven Claiborne Avenue, which once provided for 132 small businesses. The removal of I-10 also enables the habitation of profitable land through the construction of 15 lofted work spaces that border St. Louis Cemetery No. 2, attracting local and regional entrepreneurs wishing to innovate. The boulevard is lined with both shallow and deep swales, providing protection for the community against flooding, while live oaks hearken back to the

reclaimed heritage and reduce heat.

The removal of I-10 supports the physical connection of residents, tourists, and surrounding neighborhoods. The influx of new business supports a growing community and the existing community members who are currently underemployed. By reinstating a thriving boulevard, our plan enables the storied history in place to manifest itself through the rich and

diverse people of New Orleans.

Removing the 1.32-mile stretch of Interstate 10 has been called for by a wide range of voices; everyone from the Congress for New Urbanism to the New Orleans Master Plan (Plan for the 21st Century) has portrayed the freeway-to-avenue conversion as inevitable. Connected Claiborne will be the catalyst and economic engine that enables this. The removal of I-10 also allows for the integration of greener transit – walking, biking, and streetcars – and improves economic viability and air quality while emphasizing a sense of community along the boulevard, contributing to a

heightened sense of safety.

19SPRING 2015

HINES COMPETITION

1

2

3

4

5

6 7

8

9

10

A

B

C

11

16

17 18

19

20

21

12

13

14

15

22

25

26

27

28

30

23

24

29

1

2

3

4

5

6

7

8

9

10

11

12

Mid-level Hotel & Parking Garage

High End Hotel & Parking Garage

Mixed Use Block - Residential & Commercial


New Orleans Police Department Substation

Lagniappe Academy & Greenway Townhomes

Henriette Delille Elderly Care Center

The Neutral Ground - Community, Childcare & Faith Center

Louis Armstrong Technology Library

Mixed Use Block - Residential, Commercial, & Neighborhood Commercial

Artisan Live-work Village with Courtyard Sculpture Garden

Mixed Use Block - Residential, High-end condos & Commercial

13

14

15

16

17

18

19

20

21

22

23

24


Shrimp Tower - Restaurant, Shrimpery & Residential

Mixed Use Block - Residential, Office, Commercial & Parking

Voodoo Brew - Brewery & Restaurant

Boutique Hotel Above Brewery

New Orleans Fire Department Neighborhood Station


Mixed Use Block - Residential, Commercial & Parking


Zulu King Coffee


The Strip - Neighborhood Commercial & Office Incubator Spaces

25

26

27

28

29

30

Lafitte Greenway & Blueway

Laffite Pedestrian Bridge

Claiborne Folly - Interstate Relic, Pedestrian Bridge & Viewing Platform

Axis on the Park - Food Truck Plaza

Louis Armstrong “Spirit of New Orleans” Plaza

Reclaimed Claiborne Avenue

Program/Building Use:

Public Ammenities:

Hotel tax dollars ($65 million over 10 years) will subsidize the funding of a childcare center and technology-centered library focused on adult education, and a new police substation and senior living facility are integrated to bolster the ability to age in

place safely. Together, these initiatives serve Claiborne residents of all ages.

Through new construction and the renovation of blocks along the boulevard, existing community programs are preserved through relocation. The Christian Unity Baptist Church and Lagniappe Academy are relocated to blocks facing the blueway while houses from blocks along Claiborne Avenue are relocated to similar lots throughout the neighborhood. This shift helps

emphasize the community corridor along the Lafitte Greenway.

MASTER PLAN

Claiborne Avenue before and after the construction of I-10.

SPRING 201521

HINES COMPETITION

Phase 1.2: Reinforcing Adjacent Assets (2018-2019)Linking adjacent assets and reinforcing community through tourist and hospital visitor attractors and the construction of a Community Center and Long-term Care Facility.

Phase 1.1: Pre-Demolition (2017)Existing homes and Lagniappe Academy are relocated. Over time new shotgun houses infill the neighborhood.

Phase 3: Celebrating (2025-2027)Newly developed Claiborne Avenue reinforces links and celebrates connections to surrounding areas.

Phase 2: Reconnecting (2020-2024)Interstate tear down begins allowing for reclamation of sites along Claiborne Avenue.

PHASING DIAGRAMS: 2017-2027

35k

ADT

125k

ADT

20k

ADT

5k A

DT

10k

ADT

Note: Assumes North and Southbound trafficpatterns are similar within an acceptable deviation

Existing

55k

ADT

40k

ADT

45k

ADT

30k

ADT

20k

ADT

Note: Assumes North and Southbound trafficpatterns are similar within an acceptable deviation

ProposedProposed Transit

Trolley CarBicycle

Current TransitTrolley CarBusBicycle

A brewery, boutique hotel, market-rate residences, showcase stables, and a gulf shrimp restaurant and processing center anchor the southern half of Parade Park, inviting residents and tourists alike to populate an area that often plays

host to jazz funerals and sits along existing and historic parade routes.

Brewery and Parade Park

SPRING 201523

HINES COMPETITION

Able to select any location along the Mount Bonnell hiking trails, I selected a small clearing near the apex of the hill to take advantage of an existing mesa. The mesa was large enough to set footings and erect a structure while adjacency

to the cliff edge allowed the upper levels of the structure to project towards the Colorado River below.

MOUNT BONNELLOBSERVATION TOWER

FALL 201325

OBSERVATION TOWER

SITE PLANNOT TO SCALE N

Rising from the mesa, the tower reaches 67 feet from the ground, and at the viewing platform, an average-height man stands 34 feet above the peak of Mount Bonnell. As visitors ascend the tower, platforms open to 180 degree views of the surroundings, limiting views based on location within the tower. At the apex, viewers have a 270 degree view of the city (south), surrounding Hill Country (west), and the iconic Pennybacker Bridge (north). The remainder of the view (east) is shielded by

the facade of dimensional 1x4s to protect the privacy of residents living near the site.

STRUCTURAL CONCEPTSTRUCTURAL CONCEPT

LATERAL BRACING

GLULAM COLUM

NS

CLT FLOOR PLATES

STAIRS

27FALL 2013

OBSERVATION TOWER

SEVENTH FLOOR PLAN 1/4" = 1'-0"

18 Stairs: 7" rise10'-6" overall rise56'-0" at top

SIXTH FLOOR PLAN 1/4" = 1'-0"


FIFTH FLOOR PLAN 1/4" = 1'-0"


FORTH FLOOR PLAN 1/4" = 1'-0"


THIRD FLOOR PLAN 1/4" = 1'-0"


SECOND FLOOR PLAN 1/4" = 1'-0"


FIRST FLOOR PLAN 1/4" = 1'-0"

29FALL 2013

OBSERVATION TOWER

WIN

D A

ND

BRA

CES

- VA

RIAB

LE, D

ISTR

IBU

TED

297.

2 LB

/FT

307.

7 LB

/FT

270.

03 L

B/FT

252.

69LB

/FT

276.

2 LB

/FT

256.

71 L

B/FT

210.

2 LB

/FT

188.

19 L

B/FT

155.

3 LB

/FT

144.

63 L

B/FT

215.

65 L

B/FT

192.

47 L

B/FT

156.

77 L

B/FT

145.

55 L

B/FT

FACA

DE,

CO

LUM

NS

(AO

AN

D W

P) -

CON

STAN

T, D

ISTR

IBU

TED

87.0

7 LB

/FT

9.7 LB/FT

99.95 LB/FT

93.11 LB/FT

81.2 LB/FT

89.35LB/FT

65.6LB/FT

57.54LB/FT

BEAMS AND FLOOR SLAB - DISTRIBUTED

A

B

C

D

E

F

G

H

I

J

K

L

M

N

OP

Q

R

S

T

U

V

W

3'-1

0"7'

-6"

6'-8

"3'

-10"

3'-1

0"6'

-8"

3'-1

0"5'

-6"

3'-1

0"5'

-6"

3'-1

0"4'

-4"

3'-6

"3'

-10"

11'-4

"10

'-6"

10'-6

"9'

-4"

9'-4

"8'

-2"

7'-4

"

1704

.21

LB14

18.4

3 LB

1324

.05

LB99

5.58

LB

889.

69 L

B63

6.81

LB

531.

84 L

B25

3.11

LB

827.

16 L

B+

1114

.5LB

= 19

41.6

6LB

827.

16 L

B+

1490

.26L

B=

2317

.42L

B

827.

16 L

B+

1360

.6LB

= 21

87.7

6LB

827.

16 L

B+

1074

.37L

B=

1901

.53L

B

827.

16 L

B+

931.

84LB

= 17

59LB

827.

16 L

B+

699.

8LB

= 15

26.9

6LB

827.

16 L

B+

576.

13LB

= 14

03.2

9LB

827.

16 L

B82

7.16

LB

827.

16 L

B82

7.16

LB

827.

16 L

B82

7.16

LB

827.

16 L

B

1114

.5 L

B93

1.84

LB

699.

8 LB

576.

13 L

B14

90.2

6 LB

1360

.6 L

B10

74.3

7 LB

297.

2 lb

/ft (7

.5')

= 22

29lb

2229

lb /

2 =

1114

.5lb

270.

03 lb

/ft (6

.67'

) = 1

801.

1lb

1801

.1lb

/ 2

= 90

0.5l

b15

6.77

lb/ft

(4.3

3') =

678

.81l

b67

8.8l

b / 2

= 3

39.4

1lb

145.

55 lb

/ft (3

.83'

) = 5

57.4

6lb

557.

46lb

/ 2

= 27

8.73

lb25

2.69

lb/ft

(6.6

7') =

168

5.44

lb16

85.4

4lb

/ 2 =

842

.72l

b21

5.65

lb/ft

(5.5

') =

1186

.08l

b11

86.0

8lb

/ 2 =

593

.04l

b19

2.47

lb/ft

(5.5

') =

1058

.59l

b10

58.5

9lb

/ 2 =

529

.3lb

188.

19 lb

/ft (3

.83'

) = 7

20.7

7lb

720.

77lb

/ 2

= 36

0.39

lb15

5.3

lb/ft

(3.8

3') =

594

.8lb

594.

8lb

/ 2 =

297

.4lb

144.

63 lb

/ft (3

.5')

= 50

6.21

lb50

6.21

lb /

2 =

253.

11lb

276.

2 lb

/ft (3

.83'

) = 1

057.

85lb

1057

.85l

b / 2

= 5

28.9

3lb

307.

7 lb

/ft (3

.83'

) = 1

179.

52lb

1179

.52l

b / 2

= 5

89.7

625

6.71

lb/ft

(3.8

3') =

983

.2lb

983.

2lb

/ 2 =

491

.6lb

210.

2 lb

/ft (3

.83'

) = 8

05.0

7lb

805.

07lb

/ 2

= 40

2.54

lb

87.0

7 LB

/FT

(66.

5') =

579

0.15

LB /

7 =

827.

16LB

85.875LB


85.875LB

799.6LB

675.05LB

527.8LB

521.36LB

336.215LB

258.93LB

799.6LB

675.05LB

527.8LB

521.36LB

336.215LB

258.93LB

81.2 LB/FT (13')= 1055.6LB / 2

= 527.8LB

89.35LB/FT (11.67')= 1042.71LB / 2

= 521.36LB

65.6LB/FT (10.25')= 672.43LB / 2

= 336.2LB

57.54LB/FT (9')= 517.86LB / 2

= 258.93LB

9.7 LB/FT (17.5')= 169.75 LB / 2

= 85.875 LB

99.95 LB/FT (16FT)= 1599.2 LB / 2

= 799.6 LB

93.11 LB/FT (14.5')=1350.1 LB / 2

= 675.05 LB

A

B

C

D

E

F

G

H

I

J

K

L

M

N

OP

Q

R

S

T

U

V

W

89.35LB/FT

14,276.02lb C

57.54LB/FT

65.6LB/FT

81.2 LB/FT

93.11 LB/FT

99.95 LB/FT

9.7 LB/FT (17.5')

19,582.21lb C

17,160.05lb C

11,207.34lb C

7532.37lb C

3716.48lb C

2079.66lb T

6394.95lb T

1941.66lb C

2317.42lb C

2187.76lb C

10,401.61lb T

1901.53lb C

13,758.13lb T

1759lb C

13,620.33lb T

1526.96lb C

16,532.26lb T

1403.29lb C

21,966.02lb C

21,283.4lb T

A

B

C

D

E

F

G

H

I

J

K

L

M

N

OP

Q

R

S

T

U

V

W

832.9lb C

86.09lb C

1383.53lb T

2185.14lb C

1627.54lb T

950.8lb T

7677.72lb T

7148.6lb T

15,395.72lb T

27,063.37lb T

26,726.32lb T

39,512.53lb T

39,252.95lb T

54,352.19lb T

4672.78lb C

10,939.02lb C

19,177.87lb C

30,135.09lb C

42,061.47lb C

55,730.8lb C

63,381.6lb 42,514.15lb

3979.24lb16,399.89lb

87.0

7 LB

/FT

15,819.38lb T

BEAMS AND FLOOR SLAB - LOAD PATHS

WIN

D A

ND

BRA

CES

- VA

RIAB

LE, D

ISTR

IBU

TED

297.

2 LB

/FT

307.

7 LB

/FT

270.

03 L

B/FT

252.

69LB

/FT

276.

2 LB

/FT

256.

71 L

B/FT

210.

2 LB

/FT

188.

19 L

B/FT

155.

3 LB

/FT

144.

63 L

B/FT

215.

65 L

B/FT

192.

47 L

B/FT

156.

77 L

B/FT

145.

55 L

B/FT

FACA

DE,

CO

LUM

NS

(AO

AN

D W

P) -

CON

STAN

T, D

ISTR

IBU

TED

87.0

7 LB

/FT

9.7 LB/FT

99.95 LB/FT

93.11 LB/FT

81.2 LB/FT

89.35LB/FT

65.6LB/FT

57.54LB/FT


A

B

C

D

E

F

G

H

I

J

K

L

M

N

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Q

R

S

T

U

V

W3'

-10"

7'-6

"6'

-8"

3'-1

0"3'

-10"

6'-8

"3'

-10"

5'-6

"3'

-10"

5'-6

"3'

-10"

4'-4

"3'

-6"

3'-1

0"

11'-4

"10

'-6"

10'-6

"9'

-4"

9'-4

"8'

-2"

7'-4

"

1704

.21

LB14

18.4

3 LB

1324

.05

LB99

5.58

LB

889.

69 L

B63

6.81

LB

531.

84 L

B25

3.11

LB

827.

16 L

B+

1114

.5LB

= 19

41.6

6LB

827.

16 L

B+

1490

.26L

B=

2317

.42L

B

827.

16 L

B+

1360

.6LB

= 21

87.7

6LB

827.

16 L

B+

1074

.37L

B=

1901

.53L

B

827.

16 L

B+

931.

84LB

= 17

59LB

827.

16 L

B+

699.

8LB

= 15

26.9

6LB

827.

16 L

B+

576.

13LB

= 14

03.2

9LB

827.

16 L

B82

7.16

LB

827.

16 L

B82

7.16

LB

827.

16 L

B82

7.16

LB

827.

16 L

B

1114

.5 L

B93

1.84

LB

699.

8 LB

576.

13 L

B14

90.2

6 LB

1360

.6 L

B10

74.3

7 LB

297.

2 lb

/ft (7

.5')

= 22

29lb

2229

lb /

2 =

1114

.5lb

270.

03 lb

/ft (6

.67'

) = 1

801.

1lb

1801

.1lb

/ 2

= 90

0.5l

b15

6.77

lb/ft

(4.3

3') =

678

.81l

b67

8.8l

b / 2

= 3

39.4

1lb

145.

55 lb

/ft (3

.83'

) = 5

57.4

6lb

557.

46lb

/ 2

= 27

8.73

lb25

2.69

lb/ft

(6.6

7') =

168

5.44

lb16

85.4

4lb

/ 2 =

842

.72l

b21

5.65

lb/ft

(5.5

') =

1186

.08l

b11

86.0

8lb

/ 2 =

593

.04l

b19

2.47

lb/ft

(5.5

') =

1058

.59l

b10

58.5

9lb

/ 2 =

529

.3lb

188.

19 lb

/ft (3

.83'

) = 7

20.7

7lb

720.

77lb

/ 2

= 36

0.39

lb15

5.3

lb/ft

(3.8

3') =

594

.8lb

594.

8lb

/ 2 =

297

.4lb

144.

63 lb

/ft (3

.5')

= 50

6.21

lb50

6.21

lb /

2 =

253.

11lb

276.

2 lb

/ft (3

.83'

) = 1

057.

85lb

1057

.85l

b / 2

= 5

28.9

3lb

307.

7 lb

/ft (3

.83'

) = 1

179.

52lb

1179

.52l

b / 2

= 5

89.7

625

6.71

lb/ft

(3.8

3') =

983

.2lb

983.

2lb

/ 2 =

491

.6lb

210.

2 lb

/ft (3

.83'

) = 8

05.0

7lb

805.

07lb

/ 2

= 40

2.54

lb

87.0

7 LB

/FT

(66.

5') =

579

0.15

LB /

7 =

827.

16LB

85.875LB


85.875LB

799.6LB

675.05LB

527.8LB

521.36LB

336.215LB

258.93LB

799.6LB

675.05LB

527.8LB

521.36LB

336.215LB

258.93LB

81.2 LB/FT (13')= 1055.6LB / 2

= 527.8LB

89.35LB/FT (11.67')= 1042.71LB / 2

= 521.36LB

65.6LB/FT (10.25')= 672.43LB / 2

= 336.2LB

57.54LB/FT (9')= 517.86LB / 2

= 258.93LB

9.7 LB/FT (17.5')= 169.75 LB / 2

= 85.875 LB

99.95 LB/FT (16FT)= 1599.2 LB / 2

= 799.6 LB

93.11 LB/FT (14.5')=1350.1 LB / 2

= 675.05 LB

A

B

C

D

E

F

G

H

I

J

K

L

M

N

OP

Q

R

S

T

U

V

W

89.35LB/FT

14,276.02lb C

57.54LB/FT

65.6LB/FT

81.2 LB/FT

93.11 LB/FT

99.95 LB/FT

9.7 LB/FT (17.5')

19,582.21lb C

17,160.05lb C

11,207.34lb C

7532.37lb C

3716.48lb C

2079.66lb T

6394.95lb T

1941.66lb C

2317.42lb C

2187.76lb C

10,401.61lb T

1901.53lb C

13,758.13lb T

1759lb C

13,620.33lb T

1526.96lb C

16,532.26lb T

1403.29lb C

21,966.02lb C

21,283.4lb T

A

B

C

D

E

F

G

H

I

J

K

L

M

N

OP

Q

R

S

T

U

V

W

832.9lb C

86.09lb C

1383.53lb T

2185.14lb C

1627.54lb T

950.8lb T

7677.72lb T

7148.6lb T

15,395.72lb T

27,063.37lb T

26,726.32lb T

39,512.53lb T

39,252.95lb T

54,352.19lb T

4672.78lb C

10,939.02lb C

19,177.87lb C

30,135.09lb C

42,061.47lb C

55,730.8lb C

63,381.6lb 42,514.15lb

3979.24lb16,399.89lb

87.0

7 LB

/FT

15,819.38lb T

BEAMS AND FLOOR SLAB - LOAD PATHS

Load calculations and modifications to the observation tower were performed for Construction IV during the following spring.

31FALL 2013

OBSERVATION TOWER

The design of the MidAmerican Credit Union branch building in Wichita, Kansas, echoes the features of MACU’s main facility designed and built 10 years earlier. The design of the building was an active collaboration between the project architect, myself, and the client. My role on the project was continuous from programming through construction

documents and the initial stages of construction administration.

MIDAMERICAN CREDIT UNION

Work completed while working at Kraybill Architect

33KRAYBILL ARCHITECT : 2010-2012

MIDAM

ERICAN CREDIT UNION

SITE PLANNOT TO SCALE

The building is sited along the northwest corner of a busy intersection at the base of a highway overpass. The location of the building on the site was determined by a number of factors including two large gas and power lines running along the north

and east sides of the lot.

The building is comprised of a central lobby and banking space leading to a series of stacked offices lining the exterior wall which are emphasized by a 2’-0” radius bullnose articulating the exterior corner of each office. 35

KRAYBILL ARCHITECT : 2010-2012M

IDAMERICAN CREDIT UNION

FLOOR PLANNOT TO SCALE

Introduction of a new banking method_the “teller pod”_lead to a more open interior lobby where customers are greeted upon entry and escorted by tellers to individual stations (pods). Larger banking needs are handled in the four shared offices, while

the bank manager is able to overlook the lobby from his office.

37KRAYBILL ARCHITECT : 2010-2012

MIDAM

ERICAN CREDIT UNION

Interior Designer, Kraybill Architect, Wichita, Kansas June 2009-August 2012 ��'HYHORSHG�DQG�UHILQHG�IORRU�SODQV��LQWHULRU�HOHYDWLRQV��PLOOZRUN�DQG�FHLOLQJ�GHWDLOV��UHIOHFWHG�FHLOLQJ�SODQV��))(�SODQV�DQG schedules, and signage plans and schedules� ��5HVSRQVLEOH�IRU�LQLWLDO�UHVHDUFK�DQG�SODQQLQJ�IRU�QHZ�FRQVWUXFWLRQ�DQG�DGGLWLRQV�LQFOXGLQJ�SUHOLPLQDU\�GLDJUDPPLQJ�DQG programming� ��,QWHUDFWHG�ZLWK�FOLHQWV�WR�LGHQWLI\�DQG�FXVWRPL]H�GHVLJQ�VROXWLRQV� ��5HVSRQVLEOH�IRU�))(�VHOHFWLRQV��SUHVHQWDWLRQ��DQG�VSHFLILFDWLRQ�RI �&6,�6HFWLRQV��DQG�� ,QYHQWRULHG��SURFHVVHG��DQG�SURJUDPPHG�H[LVWLQJ��QHZ��DQG�IXWXUH�IXUQLWXUH�DQG�HTXLSPHQW� ��,GHQWLILHG�DQG�UHVROYHG�LVVXHV�XVLQJ�WKH�$'$�6WDQGDUGV�IRU�$FFHVVLEOH�'HVLJQ�DQG�$16,� ��$VVLVWHG�WKH�SURMHFW�DUFKLWHFW�ZLWK�FRVW�HVWLPDWLRQ� ��&RRUGLQDWHG�SURFHVVLQJ�DQG�LVVXLQJ�RI �5),V�DQG�DGGHQGD�GXULQJ�WKH�ELGGLQJ�SURFHVV� ��5HYLHZHG�DQG�SURFHVVHG�LQWHULRU�SURMHFW�VXEPLWWDOV� ��3URMHFWV�LQFOXGHG��$YLDWLRQ��&RUSRUDWH��(GXFDWLRQ��*RYHUQPHQW�DQG�+HDOWKFDUH

Intern, Kyle Bunting in Austin, Texas June 2013-January 2014 ��6WUHDPOLQHG�WKH�FXVWRP�IXUQLWXUH�RUGHULQJ�DQG�SURGXFWLRQ�V\VWHP ��([SORUHG�VFKHPHV�DQG�FUHDWH�SURGXFWLRQ�GUDZLQJV�IRU�VPDOO�VFDOH�LQVWDOODWLRQV�LQ�WKLUG�SDUW\�VKRZURRPV ��&UHDWHG�FRQFHSW�GHVLJQV�IRU�IXWXUH�1HZ�<RUN�&LW\�6KRZURRP

PROFESSIONAL AFFILIATIONS & QUALIFICATIONSLEED® AP - Identification Number 10446794International Interior Design Association: Member, 2006-2011 Co-Programs Chair, Wichita City Center, July 2009-2012 Social Chair, Kansas State University Student Chapter, 2008 Academic YearAmerican Society of Interior Designers: Member 2006-2009 Publicist, Kansas State University Student Chapter, 2006 Academic YearKappa Omicron Nu Honor Society

SKILLSDigital: AutoCAD, Revit, 3D Studio Max, SketchUp, VectorWorks, InDesign, Photoshop, Illustrator, Office Suite, PhotographyTactile: Sketching, Hand Rendering, Watercolor, Design Build, Carpentry

EDUCATIONUniversity of Texas at Austin Master of Architecture, May 2015

Kansas State University Bachelor of Science in Interior Design, May 2009

WORK EXPERIENCE

ACADEMIC EXPERIENCE

t: 316.640.2949e: [email protected]

Interior Design Construction II Teaching Assistant, University of Texas at Austin January 2013-Present ��'HYHORS�QHZ�ZRUNVKRSV�ZLWK�LQVWUXFWRU � ��3DUWLFLSDWH�LQ�VWXGHQW�SUHVHQWDWLRQV�DQG�UHYLHZV�RI �VWXGHQW�ZRUN� ��&UHDWH�QHZ�H[DP�TXHVWLRQV�EDVHG�RQ�WRXUV��UHDGLQJV��DQG�OHFWXUHV ��$GPLQLVWHU�DQG�JUDGH�ODE�DVVLJQPHQWV�DQG�H[DPV��NHHS�WUDFN�RI �JUDGHV�DQG�DWWHQGDQFH

Information Technologies Teaching Assistant, University of Texas at Austin January 2015-Present ��0DLQWDLQ�SORWWLQJ��SULQWLQJ��DQG�ODVHU�FXWWLQJ�VHUYLFHV�IRU�WKH�6FKRRO�RI �$UFKLWHFWXUH� ��5HVHDUFK�ZDVWH�UHGXFLQJ�PHWKRGV�IRU�ODVHU�FXWWLQJ�LQFOXGLQJ�SDFNLQJ�DOJRULWKPV�IRU�VRIWZDUHV�VXFK�DV AutoCAD and Rhino

Visual Communications Teaching Assistant, University of Texas at Austin January 2013-May 2014 ��/HG�ZHHNO\�5HYLW�WXWRULDOV�IRU�XSSHU�OHYHO�,QWHULRU�'HVLJQ�VWXGHQWV�� $VVLVWHG�LQ�WKH�FUHDWLRQ�RI �FRQVWUXFWLRQ�GRFXPHQW�VHWV�IURP�VWXGHQW·V�5HYLW�EDVHG�6RXQG�%XLOGLQJ�6WXGLR

Research Assistant, Kansas State University February 2008-May 2008 ��$VVLVWHG�'U��<XQ�=KX�LQ�WKH�GHSDUWPHQW�RI �$SSDUHO��7H[WLOHV�DQG�,QWHULRU�'HVLJQ�ZLWK�KHU�FRORU�WKHRU\�UHVHDUFK� ��&ROOHFWHG�DUWLFOHV�SHUWDLQLQJ�WR�WKH�HIIHFWV�RI �FRORU�LQ�WKH�OHDUQLQJ�HQYLURQPHQW� ��&RPSLOHG�D�GDWD�EDVH�IRU�UHVHDUFK�UHYLHZ

Tutor, Kansas State University October 2007-December 2007� ��7XWRUHG�,QWHULRU�'HVLJQ�DQG�6WDWLVWLFV�FODVVHV� ��:RUNHG�ZLWK�ILUVW�JHQHUDWLRQ�DQG�ORZ�LQFRPH�VWXGHQWV�WR�LPSURYH�WKHLU�DFDGHPLF�SHUIRUPDQFH

GUEST CRITICArchitecture Design I Studio, University of Texas at Austin October 13, 2014

Summer Academy, University of Texas at Austin July 10, 2014

Interior Design III Studio, University of Texas at Austin September 7, October 12, and November 19, 2012 and December 6, 2013

CURRICULUM VITAE

JESSICA JANZEN39

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