Architecture Portfolio 2016-2018 Emma Dannhausen-Brun

Emma Dannhausen-Brun

2016-2018

ARCHITECTURE PORTFOLIO

TABLE OF CONTENTS 4

Boardwalk Retreat

12 Cloud Market 16 Wave House 20 HERE Apartments 28 Photography

1

boardwalk retreat

Academic: Individual Fall 2018 Type: Artist Retreat 4,100 sq ft, 1 story Software: AutoCad, Revit, Photoshop, Illustrator

The artist retreat is inspired by boardwalks; structures that allow us to hover above water and land in dierent environments. The building is situated in a secluded valley on the shoreline of the Sangamon River. Guests experience the forest and river from a new height with minimal impact to the environment.

The entrance to The Boardwalk is a twenty minute walk from the Music Barn on the south end of Allerton park. Upon entrance, guests see a wooden ramp extending down towards the river and the main building that contains the studio, dining area, and porch. The main path continues back away from the river into the small valley where the dwellings are placed.

The angles, floor plans, and windows of the buildings are positioned to maximize views of the river and forest while maintaining privacy from the main path. The Boardwalk is designed to provide a unique modern experience to a less frequented area of the park. The gardens and mansion are on the north side of the river, and with only one bridge to cross it, the artists’ retreat will serve as a new attraction in the south end of the park.

4

6

7

8

9

10

11

2

cloud market

Academic: Individual Spring 2018 Type: Farmers’ Market/Community Space 2000 sq ft, 1 story Software: Rhino, Illustrator, Photoshop

Cloud Market provides a space for gathering and shopping that will benefit small businesses in the Champaign community. The front half of the building is a large open space to be used as a farmers’ market while the back section is used for offices, storage, and other private spaces. The market gets its name from the glass facade that reflects the sky on a sunny morning. The glass has a slight blue tint to it to give visitors the feeling of being in the clouds and connected to the outdoors. The facade details mimic airplane contrails in the sky and draw visitors eyes upward towards the clouds.

Longitudinal Section

The main entrance, also the tallest section of the building, is located on the East side to allow the most light to enter the building during its busiest hours. Several side entrances allow for more light, additional access points, and a separate entrance to the office space. There is also a courtyard where people can rest, hangout and enjoy the outdoors. The courtyard provides a break between the public and private spaces.

Within the cloud market, there is a feeling of openness and a connection to the outdoors.

When people shop at a farmers’ market, they know they are getting the freshest food from local farms. The openness of the facade brings the idea of farm to table together.

North Elevation 12

13

14

15

16

3

wave house

Academic: Individual Spring 2018 Type: Residential, 800 sq ft, 3 floors Software: Rhino, Illustrator

Inspired by the waves of the ocean, the wave house mimics the shape and movement of water. The home is split into three levels that share one large glass wall facing the ocean. The three floors are joined by the wave shaped roof and set back into the sand slope.

Upon entering, guests are welcomed into the main living area and kitchen with an open floor plan and vaulting ceilings. One floor up is the bedroom and bathroom. On the lower level is a private study and library. All floors have an expansive view of the ocean.

Each floor opens to a balcony whose shape completes the shape of the wave and extends over the ocean.

concept model 17

18

19

4

HERE apartments Academic: Individual Spring 2018 Type: Existing 23-story student housing Software: Revit, Photoshop The HERE Apartments, a residential high-rise for student living at the University of Illinois at Urbana-Champaign, were reconstructed using BIM technology. The original AutoCAD drawings for 308 E. Green St. were referenced to design the building in Revit.

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3.3

3

2.2

2

1

1

2

2.2

3

3.3

4

5

6

6.5

7

8

10.8

11

12

Level 16 243' - 10"

Level 15.5 232' - 10"

Level 15 223' - 10"

Level 15 223' - 10"

Level 14.5 214' - 10"

Level 14.5 214' - 10"

Level 14 205' - 10"

Level 14 205' - 10"

Level 13.5 196' - 10"

Level 13.5 196' - 10"

Level 13 187' - 10"

Level 13 187' - 10"

Level 12.5 178' - 10"

Level 12.5 178' - 10"

Level 12 169' - 10"

Level 12 169' - 10"

Level 11.5 160' - 10"

Level 11.5 160' - 10"

Level 11 151' - 10"

Level 11 151' - 10"

Level 10.5 142' - 4"

Level 10.5 142' - 4"

Level 10 133' - 10"

Level 10 133' - 10"

Level 9.5 124' - 4"

Level 9.5 124' - 4"

Level 9 115' - 10"

Level 9 115' - 10"

Level 8.5 106' - 10"

Level 8.5 106' - 10"

Level 8 97' - 10"

Level 8 97' - 10"

Level 7.5 88' - 10"

Level 7.5 88' - 10"

Level 7 79' - 10"

Level 7 79' - 10"

Level 6.5 70' - 10"

Level 6.5 70' - 10"

Level 6 61' - 10"

Level 6 61' - 10"

Level 5.5 52' - 10"

Level 5.5 52' - 10"

Level 5 43' - 10"

Level 5 43' - 10"

Level 4 32' - 4"

Level 4 32' - 4" Level 3 23' - 6"

HERE

Grade 0' - 0"

20

10.3

Level 16 243' - 10"

Level 2 14' - 8"

North 1/32" = 1'-0"

10

Level 15.5 232' - 10"

Level 3 23' - 6"

1

9

Level 2 14' - 8"

Grade 0' - 0"

2

South 1/32" = 1'-0"

Scale 1/32" = 1'-0" : 2:12:38 PM 3/4/2018

5

308 E Green St. Champaign, IL

6

A2.02

6.5

HERE Apartments

7

2/7/2018

8

Rebecca Andersen

9

Checked:

10

HERE Apartments

10.3

Emma Dannhausen-Brun

10.8

Project:

11

Date :Drawn:

12

21

SITE PLAN

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1

2

2.2

3

3.3

4

5

6

6.5

7

8

9

10

3' - 0"

14' - 5"

10.3

10.8

11

12

172' - 2 1/2" 16' - 3 3/8"

8' - 11 5/8"

8' - 7 3/8"

17' - 2"

0' - 8"

17' - 7"

8' - 11 5/8"

8' - 10 3/8"

18' - 0"

2'-6"/6'-0" 6#7

2'-6"/7'-0" 6#7

3'-0"/8'-0" 6#9

3'-0"/8'-0" 6#9

7' - 6"

4'-0"/12'-0" 15#11 T

4' - 2"

4'-0"/12'-0" 15#11 T

16' - 0"

4'-0"/12'-0" 24#11 T

3'-0"/8'-0" 6#9

0' - 9" 5' - 3 3/8"

1' - 0 1/8"

0' - 5 3/8"

K 5' - 7 7/8" 8' - 4 1/8"

4'-0"/12'-0" 24#11 T

5' - 9"

0' - 8"

J

H.8

1' - 0"

0' - 5 3/8"

0' - 3" 4'-0"/12'-0" 6#11

T/CAISSON SHAFT EL: -6'-0"

3'-6"/10'-0" 7#9

T/CAISSON SHAFT EL: -6'-0"

21' - 10 1/8"

16' - 3 1/8"

T/CAISSON SHAFT EL: -6'-0" 3'-0"/8'-0" 6#9

0' - 6"

T/CAISSON SHAFT EL: -6'-2"

1' - 0 1/8"

T/CAISSON SHAFT EL: -6'-2"

2'-6"/7'-0" 6#7

2'-6"/5'-0" 6#7

0' - 5 3/8"

0' - 8"

3'-0"/8'-0" 6#9

T/CAISSON SHAFT EL: -11'-7 1/2"

T/CAISSON SHAFT EL: -6'-2"

3'-6"/10'-0" 7#9

T/CAISSON SHAFT EL: -6'-0"

3'-0"/9'-0" 6#9

G T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-2"

F

4'-0"/12'-0" 6#11

5' - 3 3/8"

3'-0"/8'-0" 6#9

1' - 0 1/8" 0' - 5 3/8"

0' - 8"

0' - 5 3/8"

5' - 0 3/8"

E.6

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -8'-0"

T/CAISSON SHAFT EL: -6'-2"

4'-6"/13'-0" 8#11

6' - 2" 4'-0"/12'-0" 6#11

0' - 5 3/8"

6' - 10"

5' - 3 3/8"

7' - 5"

H

T/CAISSON SHAFT EL: -10'-2"

4'-0"/11'-0" 6#11

4'-0"/12'-0" 6#11

T/CAISSON SHAFT EL: -6'-2" 4'-0"/11'-0" 6#11

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -8'-0"

3'-6"/10'-0" 7#9

T/CAISSON SHAFT EL: -10'-2" 4'-0"/11'-0" 6#11

3'-6"/10'-0" 7#9

4'-0"/12'-0" 6#11

T/CAISSON SHAFT EL: -6'-0" T/CAISSON SHAFT EL: -6'-2"

10' - 8 1/2"

T/CAISSON SHAFT EL: -11'-7 1/2"

10' - 9"

3'-0"/8'-0" 6#9

3'-0"/8'-0" 6#9

4'-0"/11'-0" 6#11

T/CAISSON SHAFT EL: -6'-2"

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -11'-5"

0' - 3" 4'-0"/12'-0" 6#11

5'-0"/15'-0" 17#11 T

T/CAISSON SHAFT EL: -6'-0"

4'-0"/11'-0" 24#11 T

137' - 2 1/8"

2'-6"/7'-0" 6#7

E

17' - 6 13/16"

2'-6"/5'-0" 6#7

D 5'-0"/15'-0" 26#11 T

0' - 8"

4'-0"/11'-0" 15#11 T

T/CAISSON SHAFT EL: -6'-0"

5' - 0 3/8"

0' - 2 7/8"

4'-0"/12'-0" 6#11

T/CAISSON SHAFT EL: -11'-5"

4'-0"/12'-0" 6#11 4'-0"/12'-0" 6#11

T/CAISSON SHAFT EL: -6'-0"

0' - 1"

T/CAISSON SHAFT EL: -11'-5"

5'-6"/16'-0" 12#11 T

T/CAISSON SHAFT EL: -6'-0"

4'-0"/12'-0" 6#11 T/CAISSON SHAFT EL: -6'-0"

4'-6"/13'-0" 8#11

T/CAISSON SHAFT EL: -6'-0" T/CAISSON SHAFT EL: -6'-0" 4'-0"/11'-0" 15#11 T

5'-0"/15'-0" 42#11 T

4'-0"/12'-0" 6#11 3'-6"/10'-0" 7#9

4'-0"/11'-0" 24#11 T

3'-6"/10'-0" 7#9

3'-6"/10'-0" 7#9

3'-6"/10'-0" 7#9

3'-6"/10'-0" 7#9

3'-6"/10'-0" 7#9

0' - 1"

T/CAISSON SHAFT EL: -11'-5"

0' - 8"

1' - 6' 6" - 0 3/16"

T/CAISSON SHAFT EL: -6'-0"

20' - 8"

5' - 3 3/8"

C

B.2

B 0' - 4"

4'-0"/11'-0" 6#11

4'-0"/11'-0" 6#11

3'-0"/9'-0" 6#9 T/CAISSON SHAFT EL: -6'-0"

19' - 10 1/2"

T/CAISSON SHAFT EL: -6'-2"

A

5' - 0 3/8" T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-0"

T/CAISSON SHAFT EL: -6'-0"

NOTES: 1. SEE ARCH'L DWGS. FOR TOP OF SLAB ELEVATIONS. 2. SEE GRADE LEVEL FRAMING PLAN FOR T/CAP ELEVATIONS. 3.SEE SHEET S-2.01 AND S-2.02 FOR TYPICAL CAISSONS AND CAP DETAILS. 4. PROVIDE CAISSONS WITH DESIGN BELL DIMENSIONS INDICATED ON PLAN. COORDINATE BEARING STRATUM CLEANING AND CAMERA INSPECTION WITH OWNER'S TESTING LABRATORY. 5. TOP OF CAISSON SHAFT ELEVATION:-5'0" U.N.O. 6. PROJECT ELEVATION 0'0" = X'X" CITY DATUM

FOUNDATION PLAN

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1

2

2.2

3

3.3

4

5

6

6.5

7

8

9

10

10.3

10.8

11

12

172' - 2 1/2"

16' - 3 1/8"

16' - 3 3/8"

8' - 11 5/8"

8' - 7 3/8"

17' - 2"

0' - 8"

17' - 7"

8' - 11 5/8"

8' - 10 3/8"

18' - 0"

3' - 0"

14' - 5"

5' - 9"

7' - 6"

4' - 2"

16' - 0"

UP

 









5' - 7 7/8" 8' - 4 1/8"

K

J

H.8



  

21' - 10 1/8"

 

















H 

UP





7' - 5"













10' - 8 1/2"

G 











11' - 8"





















DN

 















 



 



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

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





UP UP

UP









 

UP

UP







 

UP



1' - 6' 6" - 0 3/16"









DN

D

  

20' - 8"











UP UP











UP UP







B.2















 



C



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





















































B 19' - 10 1/2"



E

17' - 6 13/16"

UP UP

E.6

137' - 2 1/8"



5' - 11"

F 

A

TYPICAL FLOOR PLAN

24

1

2

2.2

16' - 3 1/8"

16' - 3 3/8"

3

8' - 11 5/8"

3.3

4

8' - 7 3/8"

17' - 2"

5

0' - 8"

6

17' - 7"

6.5

172' - 2 1/2" 8' - 11 5/8"

7

8' - 10 3/8"

18' - 0"

8

9

10

3' - 0"

14' - 5"

10.3

5' - 9"

10.8

7' - 6"

11

4' - 2"

12

16' - 0"

5' - 7 7/8" 8' - 4 1/8"

K

 



J

H.8

DN  

DN

21' - 10 1/8"



 

H



7' - 5"













10' - 8 1/2"

G  



F

UP

E

17' - 6 13/16"

DN

E.6

11' - 8"



137' - 2 1/8"



5' - 11"



DN

D 























 

  

DN



DN

DN











DN

DN











1' - 6' 6" - 0 3/16"

UP

20' - 8"



C

B.2



 

19' - 10 1/2"

B

































A

TYPICAL INTERMEDIATE PLAN

25

K H.8

J

J

Level 5 43' - 10"

TYPICAL EXTERIOR METAL WALL CONSTRUCTION, WALL TYPE N2

• 2" INSULATED METAL PANEL (R-14) W/ SEALED JOINTS • 1/2" AIR SPACE • FLUID APPLIED AIR BARRIER • 5/8" DENSGLASS SHEATHING • 6" METAL STUD , 4" MINERAL FIBER BATT INSULATION, R-15 IN STUD CAVITIES • VAPOR BARRIER TAPED AND SEALED • 5/8" GYP. BD. SEE FINISH SCHEDULE

TPO ROOF MEMBRANE ON 2" MIN. RIGID INSULATION, SLOPED 1/4" PER FT MIN. TO DRAIN (MIN. R-30 AVERAGE) REFER TO A5.3 FOR DETAILS

OPEN SCUPPER FOR OVERFLOW - REFER TO PLAN FOR LOCATION

T/ ROOF SLAB 243' - 10" Level 4 32' - 4"

TYPICAL EXTERIOR METAL WALL CONSTRUCTION, WALL TYPE N2

2 LAYERS OF GYP. AND 4" BATT INSULATION - REFER RCP FOR ELEVATIONS AFF.

• 2" INSULATED METAL PANEL (R-14) W/ SEALED JOINTS • 1/2" AIR SPACE • FLUID APPLIED AIR BARRIER • 5/8" DENSGLASS SHEATHING • 6" METAL STUD , 4" MINERAL FIBER BATT INSULATION, R-15 IN STUD CAVITIES • VAPOR BARRIER TAPED AND SEALED • 5/8" GYP. BD. SEE FINISH SCHEDULE

WRAP TOP OF CURB WITH INSULATION SAFETY TIE BACK UPTURNED BEAM AT SECOND LEVEL REFER TO STRUCTURAL DRAWINGS

ROOFING TERMINATION BAR AND SURFACE MOUNTED COUNTER FLASHING

2' - 6"

1' - 4" 0' - 6"

3" SEMI-RIGID MINERAL WOOL WITH INTEGRAL FACING, R-13

TPO ROOF MEMBRANE OVER RIGID INSULATION SLOPED TO SCUPPERS 1/4" PER FOOT, R-10 AVERAGE 2" MIN. SCUPPER BEYOND, REFER TO FLOOR PLANS

Level 15.5 232' - 10"

Level 2 14' - 8"

REINFORCED CONCRETE SLAB REFER TO STRUCTURAL FOR DETAILS PT SLAB - REFER TO STRUCTURAL DRAWINGS METAL DRIP EDGE, EMBED IN CMU HEAD JOINT CMU CLIP, SEE 1/2.16

TYPICAL EXTERIOR METAL WALL CONSTRUCTION, WALL TYPE N2

• 2" INSULATED METAL PANEL (R-14) W/ SEALED JOINTS • 1/2" AIR SPACE • FLUID APPLIED AIR BARRIER • 5/8" DENSGLASS SHEATHING • 6" METAL STUD , 4" MINERAL FIBER BATT INSULATION, R-15 IN STUD CAVITIES • VAPOR BARRIER TAPED AND SEALED • 5/8" GYP. BD. SEE FINISH SCHEDULE

PROPERTY LINE 3" SEMI-RIGID MINERAL WOOL WITH INTEGRAL FACING, R-13

T/ 15TH FLOOR SLAB 223' - 10"

REINFORCE AND GROUT SOLID PER STRUCTURAL DRAWINGS

FLUID APPLIED CLEAR SEALER METAL PAN FLASHING WITH INTEGRATED WEEP REFER TO STRUCTURAL DRAWINGS FOR SLAB AND FOUNDATION DETAILS

0' - 8"

INSULATION TO STOP AT TOP OF CURB

WALL SECTION- NORTH WALL @ CORRIDOR

26

SLOPE PAVING MIN 2% AWAY FROM BUILDING EDGE

Grade 0' - 0"

DRYWALL CASING CASING OR PAINTED GYP. WALL BEYOND

CONCRETE STRUCTURAL WALL. SEE STRUCT. SEE ELEVATIONS FOR FINISH

WINDOW FRAME BEYOND ALUMINUM WINDOW SILL

CAULK JOINT AT SLAB TO SHEARWALL CONNECTION

GROUT AND SKIM COAT ALL EXPOSED PT TENDON LOCATIONS, ARCH. TO SELECT FINISH COLOR

CONSTRUCTION JOINT ELASTOMERIC COATING

(1) LAYER 5/8" GYPSUM BOARD, PAINTED

308 E Green St.

GYPSUM SILL WITH BLOCKING AS NEEDED

HERE Apartments

CONCRETE STRUCTURAL SLAB. SEE ELEVATIONS FOR FINISH

2" INSULATED METAL PANEL (WALL TYPE N2 SEE SCHED.)

3/7/2018

ecca Andersen

SECTION DETAIL- TYPICAL WINDOW SILL

ma Dannhausen-Brun

CONCRETE P.T. DETAIL

RE Apartments

WALL TYPE N2, SEE SCHED.

BACK ROD AND SEALANT CONT. FLASHING, SEALANT BETWEEN FLASHING & CONCRETE

ELASTOMERIC COATING. COLOR SELECTED BY ARCHITECT BACKER ROD AND SEALANT - BOTH SIDES CONCRETE WALL - SEE STRUCTURAL

COMPRESSIBLE GASKET CMU STABILIZER CLIP, SEE STRUCT.

METAL FLASHING WITH INTEGRAL WEEP

3" SPRAY FOAM WITH GYP., SEE WALL SCHEDULE

STOP INSULATION AND GYP. AT TOP OF CURB

3" MIN. CLOSED CELL SPRAY FOAM INSULATION, MIN. R-21

(1) LAYER 5/8" GYPSUM BOARD

2 1/2" METAL STUD @ 24" O.C.

PLAN DETAIL- METAL PANEL @ CONCRETE WALL

SECTION DETAIL- CMU WALL @ CURB

27

farnsworth house summer 2018

28

pleated house december 2017 5

photography

29

oslo opera house november 2018

30

den blĂĽ planet november 2016 31

kronborg castle november 2016