Ian penn portfolio

Portfolio

Architectural Design

Ian Penn

TTU_Aquatic_Center Studio III

Studio III

Studio IV

Studio V

Building Information

Building Modeling

Digital Media II

Digital Media II

LCU_Welcome_Center

TTU_Seville_Center_Sensorial

Sanitary_Mobility

Urban_Nature

Blurred_Surfacing

Modular_Formation

Modular_Formation

TTU_Aquatic_CenterExisting Structure Study

Design a new closed roof system for the TTU Aquatic center. By using a horizontal radial cable tension membrane, the system was able to span the pool area with minimal material. The affect was cantileververing, lightness, and specularity. The use of translucent and transparent membranes allowed sufficient light in as well as allowing the pool to be used year round.

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IIIF

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10

Connections

Latitudinal Section

Longitudinal Section

Water Container

Plastic Skin

Steel Framing

Ramping

Sanitary_Mobility

Design a Shower + Toilet Unit that can be shipped to disaster zones for relief. Steel frame with plastic skin for maximum durability with minimal material. Unit is elevated to account for varying terrain. ADA ramps were installed for wheel chair access. A compost toilet was installed to reduce water usage.

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Existing Structure Study

Shipping Site Assembly

3’ 5’

1’-4”

1 1/2”

Urban_Nature

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011

Envelope and Site Study

Creating a new context between the old historic district and the new art district in Bordeaux, France.By combining nature into the built form, a cohesive context emerges that establishes a connection between the two districts.

Details

1. Vegetation2. Soil/Growth Medium3. Filter Sheet4. Drainage Layer

5. Waterproofing Layer6. Thermal Insulation7. Vapor Barrier8. Concrete Deck

9. Smooth Gravel10. Rainwater Outlet11. Wall Cladding

Vertical Sections

Parapet Rainwater Outlet Cill

A Load bearing concrete roof consists of a structural system and a envelope system. Both systems depend on one another, the structural system needing protection while the envelope system requires support.

The specific combination of the two systems is that they are touching; meaning one system is laid over the other. They are largely held in place by gravity, while maintaining their independent functions.

Roof Garden Construction

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15’

47’

28’

30’

Rue Barreyre

Rue du Faubourg des Arts

Rue Barreyre

Rue du Faubourg des Arts

Rue Barreyer

Grass Ramp

Lobby

LoungeBar

Female Restroom

Male Restroom

Kitchen

Third FloorFirst Floor

Produce Garden

or

Outdoor Bar

Specialty Shops

Bread Shop

ol ooSecond Floor

Female Restroom

Male Restroom

Outdoor Bar

Specialty Shops

Pond

Pond

N

TTU_Seville_Center_Sensorial

The building is elevated to block the view of the river, forcing people to walk towards the building and through the figurative forest of columns providing a more unique experience of the river’s edge. Only the multi-purpose room reveals a small glimpse of the river and the adjacent buildings. The forest of columns is intended to direct the path along the river, surrounding the lobby space. The experience of the center is intended to rely on the extra-sensorial paths as an abstraction of the experience of Seville.

This was a collaboration studio where students were paired together. Diagrams and drawings were worked on together. All work was divided evenly.

Stu

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Urban Context Study

Seville Smell Mapping

TransformationBuilding-Site Matrix

Site Overlay

Site Analysis

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VS

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011

1000 MULTIPURPOSE square footage+467 LOUNGE square footage+346 LOBBY square footage1813 total

3664 CLASSES square footage+200 RESTROOM square footage+390 CIRCULATION square footage+684 COMPUTER ROOM square footage4938 total

CLASSROOMS

1050 FACULTY square footage+611 ADMINISTRATION square footage+150 RESTROOM+139 CIRCULATION square footage1950 total

1565 CLASSES square footage+200 RESTROOM square footage1765 total

SPANISH CLASSES

Site Smells

COMMUNAL SPACES

OFFICES

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Smell Globes Building Axon 1 Building Axon 2

Partners Render

LCU_Welcome_Center

A digital modeling of a pre-existing building, with full construction documentation. Purpose of class was to further understand the documentation of building information.

BIT

Digital Reproduction

Sp

ring

20

11

A6.21

A6.1

A6.2

A6.1

1

2

2

D.2

B.2

4

43

3

2

2

1

1

A.2

E.2

CC

D.1

B.1

5

5

6

6

7

7

A.1

E.1

N

1A7.0

1A7.0

2A7.0

2A7.0

3A7.0

4A7.0

2A8.0

5A8.0

7A8.0

A3.1

1

2

1A8.1

5' - 3 11/16"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

2' - 6 15/32"

92' - 2 9/16"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

10' -

10

5/16

"4'

- 4

3/8"

5' -

7 5/

8"4'

- 4

3/8"

5' -

7 5/

8"4'

- 4

3/8"

10' -

7 2

9/32

"

45' -

10

19/3

2"7'

- 1

15/3

2"

2' - 11 7/16" 4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"

1' - 6 29/32"3' -

11 1

/8"

6' -

4 3/

8"3'

- 6

17/3

2"6'

- 0

3/8"

3' -

6 17

/32"

6' -

4 3/

8"3'

- 11

11/

32"

1' - 3 1/2"4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

3' - 2 7/8"

10' -

8 3

/32"

4' -

4 3/

8"5'

- 7

5/8"

4' -

4 3/

8"5'

- 7

5/8"

4' -

4 3/

8"10

' - 1

0 1/

32"

2' - 10 29/32" 4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8" 4' - 11 9/32"

72' - 2 9/16"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"

7' -

1 3/

8"

8' -

1 1/

32"

19' - 6 3/4" 70' - 7 5/8" 45' - 4" 70' - 7 5/8"

5' -

5 3/

8"4'

- 4

3/8"

5' -

5 7/

8"4'

- 4

3/8"

8' -

2 7/

8"

8' -

2 7/

8"4'

- 4

3/8"

5' -

5 7/

8"4'

- 4

3/8"

5' -

5 3/

8"

4' - 11 9/32" 4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8" 2' - 10 29/32"

72' - 2 9/16"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

8' - 0"

2' - 0"

7' -

1 3/

8"10

' - 1

0 1/

32"

4' -

4 3/

8"5'

- 7

5/8"

4' -

4 3/

8"5'

- 7

5/8"

4' -

4 3/

8"10

' - 8

3/3

2"3'

- 11

11/

32"

6' -

4 3/

8"3'

- 6

17/3

2"6'

- 0

3/8"

3' -

6 17

/32"

6' -

4 3/

8"3'

- 11

11/

32"

3' - 2 7/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"1' - 3 1/2"

1' - 6 7/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8"5' - 7 5/8"

4' - 4 3/8" 2' - 11 1/2"

10' -

7 2

3/32

"4'

- 4

3/8"

5' -

7 5/

8"4'

- 4

3/8"

5' -

7 5/

8"4'

- 4

3/8"

10' -

10

13/3

2"

45' -

10

1/2"

8' -

1 1/

32"

151'

- 8

3/4"

2' - 6 1/2"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 7 5/8"

4' - 4 3/8"

5' - 3 11/16"

92' - 2 9/16"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"8' - 0"

2' - 0"

5' -

5 3/

8"4'

- 4

3/8"

5' -

5 7/

8"4'

- 4

3/8"

8' -

2 7/

8"

8' -

2 7/

8"4'

- 4

3/8"

5' -

5 7/

8"4'

- 4

3/8"

5' -

5 9/

32"

90' - 2 3/8" 45' - 4" 90' - 2 3/8"

151'

- 8

3/4"

33' -

8 2

1/32

"3'

- 11

5/3

2"45

' - 1

0 1/

2"

19' - 6 3/4"

33' -

8 2

7/32

"3'

- 11

5/3

2"

7' -

1 11

/32"

OPEN OFFICE OPEN OFFICE

OPEN OFFICE OPEN OFFICE

MEN

WOMEN

RISER

BREAKROOM

COMM./ELEC.

LOBBY

WOMEN

MEN

JANITOR

BREAKROOM

COMM./ELEC.

LOBBY

ROTUNDA

19' - 6 23/32" 69' - 3 21/32" 23' - 4" 23' - 4" 69' - 4 1/8" 19' - 6 1/4"

43' -

3 3

1/32

"21

' - 1

1 13

/32"

26' -

0 1

3/16

"43

' - 4

"

19' - 6 23/32" 69' - 3 21/32" 23' - 4" 23' - 4" 69' - 4 1/8" 19' - 6 1/4"

43' -

3 3

1/32

"26

' - 1

3/1

6"26

' - 0

13/

16"

43' -

4"

225' - 8 3/4"

1

1

1

1

1

1

1

1 1

1

1

1

2 2

2 2

3 3

2

2 2

2

GENERAL NOTES:

1.) THE CONTRACTOR AND SUBCONTRACTORS SHALLTHROUGHLY FAMILIARIZE THEMSELVES WITH THECONTRACT DOCUMNETS AND SHALL IMMEDIATELYREPORT ALL QUESTIONABLE CONDITIONS TO THEARCHITECT BEFORE STARTING THE WORK.

2.) REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICALAND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

3.) COORDINATE ALL PORTIONS OF THE WORK.

4.) REFER TO CIVIL DRAWINGS FOR THE ACTUAL FINISH FLOORGRADE ELEVATION WHICH IS SHOWN AS ELEV. = 100'-0"ON THE ARCHITECTURAL DRAWINGS.

1/8" = 1'-0"1 Finish Floor

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-

1A

L-1

AL-

1

AL-1

AL-1

AL-1

AL-1

AL-

1A

L-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-

1A

L-1

AL-

1

AL-1

AL-1

AL-1

AL-1

AL-

1A

L-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-

1A

L-1

AL-

1

AL-1

AL-1

AL-

1A

L-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-1

AL-

1A

L-1

AL-

1

AL-1

AL-1

AL-

1A

L-1

AL-2

AL-3

AL-3

AL-4

AL-5

AL-6

AL-2

AL-3

AL-3

AL-4

AL-5

AL-

6

AL-2

AL-3

AL-3

AL-4

AL-5

AL-6

AL-2

AL-3

AL-3

AL-4

AL-5

AL-

6

Finish Floor0' - 0"

Top of Wall16' - 8"

4 3 2 1

Bottom of TensionRing

20' - 0"

Apex of Dome30' - 9"

Top of Porch13' - 4"

567

PREFINISHED 22 GA. GI.CAP FLASHING ONTREATED 2X BLOCKING

SANDBLASTEDCONCRETE BEAMSRE: STRUCTURAL

PAINTED STEEL TENSIONRING RE: STRUCTURAL

SANDBLASTEDCONCRETE COLUMNSRE: STRUCTURAL

WINDOW ASSCHEDULED


ALUMINUMDOORS ASSCHEDULED

ALUMINUMCURTAIN WALL ASSCHEDULED




WINDOW ASSCHEDULED

PRE-FINISHED GALVANIZEDSTANDING SEAM METALROOF CONTOURED TO DOME

1/8" = 1'-0"1 North Elevation

Finish Floor0' - 0"

Top of Wall16' - 8"

4321

Bottom of TensionRing

20' - 0"

Apex of Dome30' - 9"

Top of Porch13' - 4"

5 6 7



PAINTED STEEL TENSIONRING RE: STRUCTURAL


WINDOW ASSCHEDULED


ALUMINUMDOORS ASSCHEDULED

ALUMINUMCURTAIN WALL ASSCHEDULED




WINDOW ASSCHEDULED

PRE-FINISHED GALVANIZEDSTANDING SEAM METALROOF CONTOURED TO DOME

1/8" = 1'-0"2 South Elevation

0' -

2"2'

- 5"

0' -

2"5'

- 9"

0' -

2"2'

- 8"

11' -

4"

0' - 2" EQ. 0' - 2" EQ. 0' - 2"

4' - 4 3/8"

19' -

11

3/4"

8' -

3 1/

2"2'

- 2

3/4"

9' -

5 1/

2"

8' -

1 1/

2"0'

- 2"

0' -

2"2'

- 11

"0'

- 2

1/2"

5' -

11 1

/2"

0' -

2 1/

2"

0' - 2"EQ.0' - 2"EQ.0' - 2"

6' - 9 31/32"

PANICBARHDWR.

3' -

0 3/

4"

0' -

2"

6' -

8"

0' -

2"

8' -

7"

0' -

4"0'

- 2"

0' - 2"EQ.0' - 2"EQ.0' - 2"

6' - 9 31/32"

0' -

2"

3' -

0 3/

4"

0' -

2"

6' -

10 1

/4"

0' -

8"0'

- 2"

6' -

1"

0' -

2"

2' -

4"

0' -

4"

EQ.0' - 2"EQ.0' - 2" 0' - 2"

6' - 9 3/4"

7' -

0"0'

- 2"

1' -

9"0'

- 2"

0' -

8"6'

- 10

1/4

"0'

- 2"

3' -

0 3/

4" 0' -

2"

20' -

0"

0' - 2" EQ. 0' - 2" EQ. 0' - 2"

6' - 9 13/16"

20' -

0"

0' -

2"3'

- 0

3/4"

0' -

2"9'

- 0

1/4"

0' -

8"6'

- 11

"

0' - 2"EQ.0' - 2"EQ.0' - 2"

6' - 9 27/32"

0' - 2"

EQ. 0' - 2" EQ.

0' - 2"

6' - 4 1/4"

9' -

1 5/

16"

0' -

2"1'

- 9

5/16

"0'

- 2"

7' -

0"

PANICBARHDWR.

0' -

2"

5' -

2"

0' -

2"

1' -

9 5/

16"

0' -

2"

4' -

2"0'

- 2"

2' -

4"0'

- 4"

14' -

5 5

/16"

6' - 4 3/8"

0' -

2"

0' - 2" 6' - 0 3/8" 0' - 2"

6' -

11"

0' -

3"6'

- 8"

3' - 6"

0' - 3"3' - 0"0' - 3"

1/4" = 1'-0"1 AL - 1 1/4" = 1'-0"2 AL - 2

1/4" = 1'-0"3 AL - 3 1/4" = 1'-0"4 AL - 4

1/4" = 1'-0"5 AL - 5 1/4" = 1'-0"6 AL - 6

1/4" = 1'-0"7 AL - 7 1/4" = 1'-0"8 AL - 8

• 2"x41/2" FACTORY PAINTEDALUMINUM STOREFRONT

• GLASS AS SCHEDULED• PRE-FINISHED LOUVERS

RE: MECH.

• FACTORY PAINTED WIDE STILEALUMINUM DOORS


• GLASS AS SCHEDULED• FACTORY PAINTED ALUM.

REMOVABLE MULLION


• GLASS AS SCHEDULED• FACTORY PAINTED WIDE STILE

ALUMINUM DOORS• 2"x41/2" FACTORY PAINTED

ALUMINUM STOREFRONT• GLASS AS SCHEDULED• FACTORY PAINTED ALUM.

REMOVABLE MULLION


• GLASS AS SCHEDULED

• FACTORY PAINTED WIDE STILEALUMINUM DOORS


• GLASS AS SCHEDULED• FACTORY PAINTED ALUM.

REMOVABLE MULLION





1/4" = 1'-0"9 Door 1

• 13/4" THK. 20 MIN. RATEDSTAINED SOLID COREWOOD DOOR

• 2"W. PAINTED 20 MIN.RATED H.M. FRAME

ALUMINUM WINDOW AND DOOR SCHEDULE

A A

A A

A A

A A

A A A A A A A A A A

A A

A A

A A

A A

B B

B B

B B

B BB B

B B

B B

B BB B

A A

A A

1" INSULATED SOFT COAT LOW-E.CLEAR TEMPERED GLASSAS SPECIFIED

1/4" CLEAR TEMPERED GLASSAS SPECIFIED

A

B

GLAZING SCHEDULE

RE: STRUCT., TYP.

FILL CAVITY BELOWTHRU-WALL FLASHINGWITH GROUT

VAPOR BARRIERAS SPEC.

2" RIGID CLOSED CELLINSULATION AS SPEC.

RADIANT FLOOR TUBINGRE: MECH.

CONCRETE SLABRE: STRUCT.

FLOOR FINISHAS SCHED.

BASE AS SCHED.

FACE BRICK TYPE "B"SOLDIER COURSES

SEALANT ON CONT.EXP. JT. MATERIAL

FINISH GRADE VARIESRE: CIVIL

CONT. THRU-WALLFLASHING WITH 1/4",45 DEGREE DRIPEXTENSION AND TUBETYPE WEEPHOLESAT 24" O.C.

RE: STRUCT., TYP.

"TYVEK" VAPOR BARRIERON 1/2" GYP. SHEATHING

FACE BRICK TYPE "A"WITH BRICK TIES AT16" O.C. E.W.

5/8" GYP BOARDON 6" METAL STUDSAT 16" O.C.

R-19 BATT INSULATIONWITH VAPOR BARRIERTO INTERIOR FACE

RE: STRUCT.

3 COURSES OF3 5/8" CMURE: STRUC.

RE: STRUCT.

PARAPET FLASHING AS SPEC.EXTEND UP AND UNDER SURFACEMOUNTED COUNTERFLASHING

PAINTED CONT. SURFACE MOUNTED22 GA. GI. COUNTERFLASHING

CONT. SEALANT

CONT. THRU-WALL FLASHINGWITH 1/4" 45 DEGREE DRIPEXTENSION AND TUBE TYPEWEEPHOLES AT 24" O.C.

SANDBLASTED CONCRETECOLUMNS AND BEAMSRE: STRUCTURAL

PAINTED EXTERIOR GYP. BOARDSOFFIT WITH CONT. 1" SOFFITVENT AT EDGES. RE: RCP

13' - 4"

11' - 3 3/8"

A9.04

PORCH SOFFIT

TOP OF BEAMELEV. =

ELEV. =

16' - 8"TOP OF MASONRY

ELEV. =

A9.02

0' - 0"FINISH FLOORELEV. =

RE: STRUCT., TYP.







BASE AS SCHED.

FACE BRICK TYPE "B"SOLDIER COURSES

SEALANT ON CONT.EXP. JT. MATERIAL


CONT. THRU-WALLFLASHING WITH 1/4",45 DEGREE DRIPEXTENSION AND TUBETYPE WEEPHOLESAT 24" O.C.

ALUM. STOREFRONTAS SPEC.

FACE BRICK TYPE "A"WITH BRICK TIES AT16" O.C. E.W. BEYOND



RE: STRUCT.CONT. THRU-WALL FLASHINGWITH 1/4" 45 DEGREE DRIPEXTENSION AND TUBE TYPEWEEPHOLES AT 24" O.C.



ROOFING AS SPEC.ON R-22 RIGID INSUL.MECH. ATTACH TOMETAL DECK

4" FIBER CANT, CONT.

5/8" TREATED CDXPLYWD. ON 1/2" GYP.SHEATHING

PARAPET FLASHINGAS SPEC. EXTEND UPWALL AND LAP OVERWD. BLKING AND UNDERMETAL COPING

----

A9.03

FINISH FLOORELEV. = 0' - 0"

16' - 8"TOP OF MASONRY

ELEV. =


RE: STRUCT.

CONT. THRU-WALL FLASHINGWITH 1/4" 45 DEGREE DRIPEXTENSION AND TUBE TYPEWEEPHOLES AT 24" O.C.



ROOFING AS SPEC.ON R-22 RIGID INSUL.MECH. ATTACH TOMETAL DECK

4" FIBER CANT, CONT.

5/8" TREATED CDXPLYWD. ON 1/2" GYP.SHEATHING

PARAPET FLASHINGAS SPEC. EXTEND UPWALL AND LAP OVERWD. BLKING AND UNDERMETAL COPING

17' - 4"

LOUVERED VENT AS SPEC.RE. MECHANICAL

RE: STRUCT., TYP.







FACE BRICK TYPE "A"SOLDIER COURSES


0' - 0"FINISH FLOORELEV. =

TOP OF MASONRYELEV. =

ALUM. STOREFRONTAS SPEC.

FACE BRICK TYPE "B"WITH BRICK TIES AT16" O.C. E.W. BEYOND


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3/4" = 1'-0"2 A5.1 2 3/4" = 1'-0"5 A5.1 5

3/4" = 1'-0"7 A5.1 7

1'

10'

1'

11'

1'

11'

1'

23'

1'

11'

1'

11'

1'

11'

1'

11'

1'

11'

1'

120'

36'-10"

1’

10’8”

12’8”

12'-6"

Garden Space

Basement

Office

Office

Office

Office

Office

Retail

Lobby

Atrium

All columns - 8”x8”3 hour fire ratingRestrooms

Curtain Wall

All Beams - 10”x12” wide flange2 hour fire ratingLubbock_Office

The full digital construction of an office building, with all mechanical systems integrated into model. The purpose of class was to learn about the code regulations, and the mechanical requirements for such a building.

Systems_Modeling

BIM

Fall 2

011

Radiant Piping

1’ Concrete Slab

Cable Trays

Waste Piping

Sprinkler Piping

Hot/Cold Piping

Curtain Wall

10”x12” Wide Flange Beams

8” Circular Steel and Concrete Composite Column

17’-5”

74’ 7’ 5’

16’-5

”

4’74

’19

’-10”

16’5’ 7’

20’

30’

5’4’

5’26

’

47’-10”

16’-5

”

10’ 25’ 50’

Loading Dock

Lobby

MailRoom

Modular_FormationCreating a modular component to use in cluster formations was the subject of study.

With the introduction of an octagonal 2D shape and applying its geometry to create a 3D module. The next step was creating a cluster of modules, and applying the module to a surface.

Dig

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Assembly

Blurred_Surfacing

Base Geometry

Scale Geometry

A modular brick component was constructed using the rebuilt geometry of a hexagon. The rebuilt geometry was given scaled system, creating the sensation of gradation or the blurring of a surface.

The brick modules that were used to construct the wall were carried up and down to create a roof and floor surface. These two surfaces were be peeled back to allow light play in the structure of surfaces.

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Ian penn portfolio

Documents

Transcript of Ian penn portfolio