Felipe Lopera Graduate Portfolio

Felipe Lopera PORTFOLIO 2010 - 2015 B. Design University of Florida 2013 M. Arch University of Florida 2015

1

Selected

Samples

Academic Work

Professional Work

Miami, FL

The Inter[b]lock: Omni Cinema Center

3

Tallahassee, FL

CollegeTown Master Plan

9

Gainesville, FL

Seminary Lane: Seminary Silos

15

Talahassee, FL

Powell-Weber Residence

25

Vigia del Fuerte, Colombia

Embera Community Center

33

Gainesville, FL

Furniture Design: Corner Curve

39

Charleston, SC

Culinary Institute: Eva[pore]ative Envelope

43

2

Y5 | G1

Omni Cinema Center critic | Lee-Su Huang

Miami, FL

highliting local vintage culture to reinvigorate urban area

collaboration with Joseph Murguido (Master Plan)

The Interblock proposal seeks to merge two existing urban networks within Downtown Miami, parks and waterfront, and link the given site to the immediate sorrounding public space. By introducing the appeal of the waterfront into an urban zone and extending existing green networks to meet the coastal network, an exchange is created which drives the public core of the Interblock. The many pockets of parks and water features create urban pauses for recreation in a pedestrian-oriented promenade.

Low-rise podiums relate to the sorrounding buildings, while also accentuating the public core and movement towards the waterfront. The high-rise forms complement the existing Miami skyline by filling a void between two existing zones of towers.

3

Connect Center entrance with wate Connect Center entrance withArsht water ConnextArsht Arsht Center entrance with water

Urban mass from MacArthur Causeway Urban mass from MacArthur Causeway

Urban mass from Venetian Causeway

water BringBring water into siteinto

Bring water into site site

Extend citywater green network to wate Extend city green network to waterto Extend city’s green network mass from Venetian Causeway Urban mass from VenetianUrban Causeway

Urban mass from Venetian Causeway

Networks interlock Networks interlock forming main axis Networks interlock forming main axisforming main axi

Extend networks through site Extend networks through site Urban mass from BiscayneUrban Blvd mass from Biscayne Blvd

Urban mass from Biscayne Blvd

Extend networks throughout site

4

Third Level

5

Fourth Level

The second part of the project focuses on a specific area of the master plan. Taking advantage of the proximity to the waterfront and to vaious circulation arteries, a multivalent space is used as a connecting core for other programs. The multi-event space serves as both a parking garage and a flexible space that can be used by the attached programs: Film Archive, Black Box Theater, and Cinema Pods, all of which ceebrate the history of film culture in Miami.

6

Fifth Level

Cafe Bar

Dressing Rooms Lobby | Entrance to Parking

Rehearsal Studios

Performance Stage

Section through Black Box Theatre

7

Black Box Theatre Link

Cinema Pod Link

Film Archive Link

8

CollegeTown Master Plan Design Intern | PHLS

Tallahassee, FL

develop and present monograph to promote Master Plan

The CollegeTown area constitutes of the area enclosed by W. Gaines St. and St. Augustine St. to the South and North, and by S. Woodwards Ave. and Collier St. to the West and East. The Master Plan needed to integrated the various projects, built and planned, to a single collective in order to produce digital models and views for monograph. The booklet proposal aimed to describe and promote future phases of development for the area. All work was done as design intern under the supervision of the Patrick Hodges Land Studio.

9

10

11

12

13

14

Y5 | G3

Seminary Silos critic | Tom Smith

Gainesville, FL

densifying a small town using the unique character of its college culture

collaboration with Joey Murguido

The Seminary Silos project explores the idea of introducing mid-rise mixed-use complexes to reinvigorate a once bustling urban business corridor. It also proposes a more densely concentrated housing trend to push for more involvement in mass public transit as the main option for transportation.

The design is driven by the industrial appeal of the existing water tower in the area and celebrating it as a site landmark. Buildings characteristically similar to industrial silos are introduced to relate to the water tower and act as program nodes for the different areas of the site. Housing, commercial, retail, and public programs all sorround a silo node and establish a permeable relationship to allow programs to flow in and out of the construct.

15

STUDENT STUDENT 40% 40% STUDENT STUDIO 40% STUDIO 5% 5%

Housing 47% Program 214,465 sqft HOUSING HOUSING 47% Program 47% Program HOUSING 47% Program

STUDIO 5%

LOW INCOME LOW40% INCOME 40%

Green Spaces

Pedestrian Entries

Roof Terraces

OFFICE OFFICE 50% 50%

LOW INCOME FAMILY40% FAMILY 15% 15% FAMILY 15%

Vehicle Entries

OFFICE 50%

COMMERCIAL Commercial COMMERCIAL 10% Program 10% Program 10% Program COMMERCIAL 10% Program 44,200 sqft

AGRICULTURE AGRICULTURE 40% 40%

EATERIES EATERIES 45% 45%

AGRICULTURE EDUCATION 40% EDUCATION 10% 10% EDUCATION 10%

EATERIES 45%

Retail RETAIL RETAIL Program 6%6% 6%Program Program RETAIL 27,268 sqft 6% Program

MARKET MARKET 20% 20% MARKET CONSUMER GOODS 20% CONSUMER 35 % GOODS 35 %

HARDSCAPE HARDSCAPE 57% 57%

LANDSCAPE LANDSCAPE 43% 43% LANDSCAPE 43%

HARDSCAPE 57%

CONSUMER GOODS 35 %

PUBLIC Public PUBLIC 37% Program 37% Program 37% Program PUBLIC 37% Program 171,996 sqft

Program Distribution

16

Fourth Level - Residential

17

Third Level - Commercial office space

18

Fifth Level - Residential

19

20

2

21

Transversal Section through Main Silo

22

Transversal Section through Offices and Courtyard

1

Transversal Section through Offices and Residential Tower

23

1 - Wall Section Through Double Skin and Offices

2 - Wall Section Through Silo

24

11'-0"

CONC. DRIVE

T J

5'-0"

T J

SLOPE TO DRAIN

15'-0" TYP.

T J

15'-0"

GUEST PARKING

PARKING 142' - 11 1 2"

T J

9'-6"

2'-0"

8'-4"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

5'-0" TYP.

2'-9"

5'-6" TYP.

8'-10"

7'-0"

CONC. STAIR 4 RISERS 5 TREADS

CONC. SIDEWALK

2'-9"

3'-0" 3' LANDSCAPE WALLS TYP.

14'-6"

LANDSCAPE PAVERS TYP.

142' - 6"

9'-2"

Powell-Weber Residence Independent Drafting | AL+W

17'-9"

Tallahassee, FL

develop sheets for permit document set

North

Site Plan

1

1/8" =

1'-0"

The Powell-Weber Residence was designed by Architects Lewis and Whitlock for one of their clients. Responsibilities for the project involved taking the project from the schematic phase to the permit docment phase, by transferring the digital and sketch designs into sheet documents to be submitted for permits.

THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THE DRAWINGS AND ASSOCIATED COPIES THEREOF, INCLUDING ELECTRONIC MEDIA AND CADD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR USE, REPRESENTATION OR REPRODUCTION IN ACTUAL OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR ANY PURPOSE EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THIS COPYRIGHT NOTIFICATION SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWING EXHIBIT OR RENDERING ON THIS DOCUMENT AND SHALL NOT BE REMOVED FROM THESE DOCUMENTS.

PHASE:

DRAWN: REVIEWED: DATE:

CONCEPT SCHEMATIC DESIGN ADVANCED SCHEMATIC DESIGN

SM

CW

7/17/2014 2.

3.

SM

CW

9/05/2014 6.

DESIGN DEVELOPMENT 50% PERMIT DOCUMENTS

DRAWN: REVIEWED: DATE: Consultant:

4.

75% PERMIT DOCUMENTS 100% PERMIT DOCUMENTS

REVISIONS: 1.

5.

L PRODUCT

25

David Powell & Victoria Weber

142' - 6"

CATCH BASIN W/ UNDERGROUND CORRUGATED PIPE

10'-9"

4'-4"

2'-8"

5'-0"

GRASS/ LANDSCAPING

142' - 11 1 2"

POOL

34'-1"

143' - 0" F.F.E

Client:

SLOPE TO DRAIN

19'-5"

GRASS

13째

T J RETAINING WALL

Powell-Weber Residence

14'-9"

SLOPE TO DRAIN

144' - 0"

GRASS

TRENCH DRAIN, CONT. CONNECT TO UNDERGROUND CORRUGATED PIPE

T J

RETAINING WALL

5'-0"

4'-2"

10'-11"

142' - 6"

Job Title:

CATCH BASIN W/ UNDERGROUND CORRUGATED PIPE

Project #:

14256

Site Plan

Seal:

Architects Lewis + Whitlock

206 west virginia st | tallahassee. fl 32301 ph: 850 942 1718 | fax: 850 942 2110 www.think3d.net

architecture interior design planning

Description:

Sheet No:

Site Plan

A0.1

FL AA0003316

PRODUCED BY AN AUTODESK EDUCATION

26

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

63'-121" 6'-1121"

15'-1034"

32'-921"

7'-6" 10'-321"

14'-641"

8'-0"

1 A3.1

CONSTRUCTION NOTES: 1 - BUILT-IN BOOKCASE - WD. 2 - UTILITY SHELVING 3 - BASE + UPPER CABINETS 4 - UTILITY SINK 5 - BUILT-IN FIREPLACE 6 - READING SEAT 7 - TRENCH DRAIN 8 - CONC. LANDSCAPE STEP 9 - WD. SLAT WALL 10 - BULKHEAD ABOVE 11 - WINE STORAGE COOLER 12 - HOSE BIB 13 - BREAK METAL CORNER

2 A2.1

PRODUCED BY AN AUTODESK EDUCA

LINE OF ROOF ABOVE

1'-0"

9

1'-341"

28 X 68

2

AHU

Pantry

9'-534"

2 A4.1

3'-141"

6'-10"

5'-3" 2'-0" 1'-0"

35'-121"

40 X 80

26X 68

Swimming Pool

T J TYP.

2 A3.1

40 X 80

Great Room

7'-734"

TJ

10'-0"

Foyer

SEE STRUCT. DWGS. FOR FOUNDATION

40 X 80

9'-621"

28 X 68

9'-621"

2 A3.1

6'-10"

10'-0"

6'-10"

3 A3.2

BRICK MASONRY VENEER 1 A2.1

TJ

3'-721"

3'-421"

SINGLE BASIN SINK

4'-4"

7

13

40 X 80

Clo. 20 X 68

1'-6"

1/2 Bath

DW

HVAC DUCT

4 A4.1

6'-134"

50 X 70 9

5'-634"

3'-4"

9

A4.1 5 Kitchen

1'-121"

5/8" GYP. BD. OVER 2X FRAMING BRACE AS REQUIRED 7'-4"

TJ

7 A4.1

5'-521"

28 X 68

13

3'-234"

12

10'-121"

Screen Porch

CHIMNEY FLUE BY FIREPLACE MANUF.

30 X 68 30 X 68 OPENING

6'-141"

8'-1134" F

F

9'-4"

13'-3"

Storage

30 X 68

3'-1121"

Linen

OVER HEAD CONSTRUCTION

23'-434"

MTL. FLASHING Master Bedroom CHIMNEY SUB-CAP 17'-8"

30 X 68

5'-4" 30 X 68

13'-134"

2

NEW CONSTRUCTION

8' CEILING FOR DUCTWORK PLENUM

13'-341"

4 A3.2

4'-941"

30 X 68 3'-8"

DRAWING LEGEND:

5

3

23'-621"

12

GRASS

10'-1034"

7'-421"

40 X 68 4'-0" 7'-8"

30 X 68 OPENING

11'-8"

1'-334" TYP.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2 X6

8

PRE-CAST CHIMNEY CAP SLOPE TO DRAIN

GRASS

28 X 68 28 X 68

9

8" CMU W/ BRICK VENEER

5'-0" 28 X 68

2 6" CMU LOW WALL W/ CAST STONE CAP SLAT WALL ABOVE

8

Closet

5'-0"

10'-9" 74'-3"

1'-341"

11

2'-6"

9'-4"

28 X 68

TJ

1'-4"

DR

2'-541"

W

13'-8" SINGLE 3 Mud Room BASIN SINK

Carport

+/- 4" SPACE

Bath

12

5'-9"

2'-6"

8'-641"

WD. SLAT WALL OVER DEFS

5'-821"

Dbl Shower

40 X 68

Trash

1'-2"

TJ

9

9'-7"

10'-10"

40 X 68

6 A3.2

4'-4"

3'-8"

6'-2"

3'-4" 1'-334"

TJ

LINE OF ROOF ABOVE

7'-6"

40 X 68

Garden

9

1'-1021"

22'-6"

28 X 68

1'-8"

1 A2.2

8

10'-041"

28 X 68

Office

1 A4.1

1 A4.1

LINE OF SOFFIT ABOVE 5'-134"

TJ

5

5'-134"

9'-3"

1

1

5'-3"

1'-1021" 6'-5"

Transverse Building Section 3'-11"

3'-11"

1'-0"

1/4" =

1'-0"

WD. SLAT WALL W/ 6" CON. CURB

2'-334"

2'-0"

2'-334"

5'-2"

AHU

1'-0"

12

22 X 68

3'-4"

6'-2"

5'-9"

1

1'-0"

28 X 68

30 X 68

1 A3.2

28 X 68

3'-1141"

4'-541"

28 X 68

4'-7"

27'-343"

5'-241"

28 X 68

4 FLOOR DRAIN

Bath

2'-621"

12 X 68

LINE OF ROOF ABOVE

12

Garden Bedroom 1

1'-721"

2 A3.2

Clo.

Clo.

5'-11"

Bedroom 2

28 X 68

5'-3"

10'-741"

1'-0" TYP.

GYP. WALL BD. PAINTED

6'-7"

28 X 68

GRASS

5'-821"

1'-1021"

5'-641"

28 X 68

6'-0"

PLASTER TO BOTTOM OF WINDOW SILL

7'-4"

5'-641"

12'-0"

7'-134"

Corridor 7 A4.1

5'-341"

1

28 X 68

1'-1021"

14'-743"

10

9'-021"

11'-4"

North

12'-0"

Architectural Floor Plan

1

3/16" =

THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THE DRAWINGS AND ASSOCIATED COPIES THEREOF, INCLUDING ELECTRONIC MEDIA AND CADD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR USE, REPRESENTATION OR REPRODUCTION IN ACTUAL OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR ANY PURPOSE EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THIS COPYRIGHT NOTIFICATION SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWING EXHIBIT OR RENDERING ON THIS DOCUMENT AND SHALL NOT BE REMOVED FROM THESE DOCUMENTS.

1 A3.1

PHASE:

11'-8"

12'-0"

7'-1"

63'-121"

1'-0"

REVISIONS:

DRAWN: REVIEWED: DATE:

CONCEPT SCHEMATIC DESIGN

2 A2.2

Floor Plan

DRAWN: REVIEWED: DATE: Consultant:

Seal:

1.

ADVANCED SCHEMATIC DESIGN

SM

CW

DESIGN DEVELOPMENT 50% PERMIT DOCUMENTS

7/17/2014 2.

3.

206 west virginia st | tallahassee. fl 32301 ph: 850 942 1718 | fax: 850 942 2110 www.think3d.net

5.

100% PERMIT DOCUMENTS

SM

CW

Architects Lewis + Whitlock

4.

75% PERMIT DOCUMENTS

architecture interior design planning

Description:

First Floor Plan

FL AA0003316

9/05/2014 6.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SLIDING BARN DOOR HELD ON CLG. TRACKS WOOD BEAM SEE STRUCT. DWGS.

WOOD SLAT WALL WOOD BEAM SEE STRUCT. DWGS.

GYP. BULKHEAD 2' BULKHEAD - COORD. W/ MECH. DUCT

1 X 6 T&G WD. CLG. CLEAR FINISH

1X6 T&G WD. CLG.

METAL RAILING @ 36" ABOVE STAIR NOSING CAST STONE CAP CONC. STEPS

4" CONC. P.I.P. PAVING W/ FLASH LANDSCAPING OF INTERSTITIAL SPACING

CAST STONE

PATIO PAVERS OVER COMPACTED FILL SLOPE TO DRAIN TRENCH DRAIN

2 27

Longitudinal Building Section 1/4" =

1'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ELECTRICAL LEGEND:

ATIONAL PRODUCT

CEILING FAN/ LIGHT

QUAD RECEPTACLE

WP

3 PLY MODIFIED BITUMEN ROOF SYSTEM OVER RIGID TAPERED INSULATION OVER 5/8" PLYWOOD SHEATHING OVER 2X8 RAFTERS W/ SPRAYED FOAM INSULATION TO DECK ABOVE

R

Closet R

R

A/C GFI

TELEVISION CABLE RECEPTACLE

TV

VOICE/DATA RECEPTACLE

R

RECESSED CAN FIXTURE

L

PENDANT FIXTURE

S

3 WAY SWITCH

BATH VANITY FIXTURE

S

SINGLE SWITCH

3

R

TV

S R

W

R

DR

SS

Master Bedroom

S

Mud Room R

R

3

ELECTRICAL PANEL

S

S

S

S

R Pantry

R

AHU

TV

S SS

34" AFF GFI

S S

R

R

MOTION ACTIVATED FLOOD LIGHT

R

F

R

R

34" AFF

34" ABOVE FINISH FLOOR

5

8" GYP. BD. OVER 2X FRAMING BRACE AS REQ'D

R

F

R

Storage

R

R

HVAC DUCT

ABOVE COUNTER BELOW COUNTER

220V RECEPTACLE

220

TV

GYP. BULKHEAD

R

GROUND FAULT INTERRUPT SWITCH

GFI DUPLEX RECEPTACLE 3 PLY MODIFIED BITUMEN ROOF SYSTEM OVER RIGID TAPERED INSULATION OVER 5/8" PLYWOOD FLOOR RECEPTACLE A/C TYP.W/ SPRAYED FOAM SHEATHING OVER 2X8 RAFTERS INSULATION TO DECK ABOVE B/C

Screen Porch R

Linen

R

Carport

R

R

S

A/C GFI

Trash

WP

R

CEILING LIGHT/ EXHAUST FAN

Bath

Dbl Shower

MECHANICAL DUCTS AS REQUIRED WOOD RBEAMS SEE STRUCT. DWGS.

R

Garden

EXTERIOR WATERPROOF RECEPTACLE

Kitchen

R DW

R

L

34" AFF GFI 34" AFF GFI

L

L

1X WD. FASCIA - PAINTED OVER 2X8 SUBFASCIA

L R

R

R

1 X 6 WD. T&G SOFFIT CLEAR FINISH

R

1/2 Bath

David Powell & Victoria Weber

Clo.

2'-0"

Swimming Pool

R

R Foyer

TILE SHOWER WALL R

R

TO LANDSCAPE LIGHTING

R

Great Room

R

R

TO LANDSCAPE LIGHTING

R R

Office R

R

R

R

R

TV WP

Corridor R

R

R

R

R

S R

TV

SS

SS Clo.

Clo. R

R

CONC. SLAB OVER VAPOR BARRIER OVER CLEAN COMPACTED FILL

R Garden

Bedroom 1

Bedroom 2 Bath

POOL PUMP EQUIPMENT

R

Electrical Plan

Architectural Floor Plan 1'-0"

DRAWN: REVIEWED: DATE:

CONCEPT SCHEMATIC DESIGN CW

DRAWN: REVIEWED: DATE: Consultant:

Seal:

7/17/2014 2.

3.

206 west virginia st | tallahassee. fl 32301 ph: 850 942 1718 | fax: 850 942 2110 www.think3d.net

5.

SM

CW

Architects Lewis + Whitlock

4.

75% PERMIT DOCUMENTS 100% PERMIT DOCUMENTS

REVISIONS: 1.

SM

architecture interior design planning

Description:

Electrical Plan

FL AA0003316

9/05/2014 6.

3 PLY MODIFIED BITUMEN ROOF SYSTEM OVER RIGID TAPERED INSULATION OVER 5/8" PLYWOOD SHEATHING OVER 2X8 RAFTERS W/ SPRAYED FOAM INSULATION TO DECK ABOVE

1X WD. FASCIA - PAINTED OVER 2X8 SUBFASCIA 3 PLY MODIFIED BITUMEN ROOF SYSTEM OVER RIGID TAPERED INSULATION OVER 3X6 T&G WOOD SHEATHING SMOOTH TEXTURE DIRECT-APPLIED FINISH SYSTEM

1 X 6 T&G WD. SOFFIT CLEAR FINISH

CAST STONE CAP FOUNDATION DRAIN CONT. CMU RETAINING WALL W/BRICK VENEER ALL EXPOSED SURFACES

Tallahassee

ADVANCED SCHEMATIC DESIGN DESIGN DEVELOPMENT 50% PERMIT DOCUMENTS

Powell-Weber Residence

PHASE:

Job Title:

THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THE DRAWINGS AND ASSOCIATED COPIES THEREOF, INCLUDING ELECTRONIC MEDIA AND CADD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR USE, REPRESENTATION OR REPRODUCTION IN ACTUAL OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR ANY PURPOSE EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THIS COPYRIGHT NOTIFICATION SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWING EXHIBIT OR RENDERING ON THIS DOCUMENT AND SHALL NOT BE REMOVED FROM THESE DOCUMENTS.

POOL BY OTHERS

16" WIDE CONC. LANDSCAPE STEP W/ 12" DEEP FOOTING

14256 100% Permit Documents

3/16" =

Longitudinal Building Section

28

:

1

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

North

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Client:

AHU

S

PRODUCED BY AN AUTODESK E

PRODUCED BY AN AUTODESK E

PRE-FINISHED MTL. COUNTER FLASHING

WOOD BEAM END - TYP

PRE-FINISHED MTL. CHIMNEY FLUE WOOD SLAT WALL ON STL. ANGLE HELD STRUCT. PRE-FINISHED MTL. COUNTER FLASHING PRE-CAST WALL COPING PRE-FINISHED MTL. CHIMNEY FLUE

W1

W1

W2

W2

WOOD BEAM END - TYP

W

WOOD SLAT WALL ON STL. ANGLE HELD STRUCT.

W1

W1

W2

W2

PRE-CAST WALL COPING

W

1

1

South Elevation 1/4" =

1'-0"

South Elevation 1/4" =

1'-0"

SMOOTH TEXTURE DIRECT-APPLIED FINISH SYSTEM - TYP.

1 X 10 WD. FASCIA - PAINTED

REVEAL JOINT - TYP.

WD. BEAM END

11'-10" T.O. CHIMNEY

SMOOTH TEXTURE DIRECT-APPLIED FINISH SYSTEM - TYP.

RETAINING WALL W/ BRICK VENEER WD. WALL OVER DIRECT-APPLIED EXTERIOR FINISH SYSTEM

CAST STONE CAP 11'-10" T.O. CHIMNEY 5'-0"

1 X 10 WD. FASCIA - PAINTED

REVEAL JOINT - TYP. W7

WD. BEAM END W7

W7

RETAINING WALL W/ BRICK VENEER

T.O.W.

W7

W8 WD. WALL OVER DIRECT-APPLIED EXTERIOR FINISH SYSTEM

CAST STONE CAP

5'-0"

W7

W7

W7

W7

W8

T.O.W.

2

2

29

West Elevation 1/4" =

1'-0"

West Elevation 1/4" =

1'-0"

EDUCATIONAL PRODUCT

EDUCATIONAL PRODUCT

SMOOTH TEXTURE DIRECT-APPLIED FINNISH SYSTEM PRE-CAST CONC. CHIMNEY CAP

PRE-CAST CONC. BREAK METAL CORNER CHIMNEY CAP W2

W2

W1

W1

12'-6" 1 X 10 WD. FASCIA - PAINTED

PRE-CAST COPING

P.

BRICK RUNNING BOND

PRE FINISHED MTL. COUNTERFLASHING

W3

W3

W7

W2 W4

W3

W3

W6

W2

W4

W6 W1

W6

W6

W1

W7

W3

BREAK METAL CORNER

BRICK VENEER BEYOND 1WALL X 10 -WD. FASCIA - PAINTED

PRE-CAST COPING

BRICK RUNNING BOND

W5

W5

W5

W4

W4

W4

W6

W6

W6

9'-0" EAVE

W4

W3

17'-0" EAVE T.O. CHIMNEY

12'-6" EAVE

9'-0" EAVE

W6

BRICK VENEER WALL - BEYOND 0'-0" F.F. -0'-6" GRADE

W5

W5

W5 0'-0"

South F.F. Elevation -0'-6"

12'-6" MTL. COLUMN - PAINTED

BARN DOOR PANEL

MTL. COLUMN - PAINTED

PRE-FINISHED MTL. COUNTERFLASHING

W7

W7

9'-0" EAVE

CAST STONE CAP

12'-6" 7'-2" MTL. COLUMN - PAINTED

BARN DOOR PANEL

MTL. COLUMN - PAINTED

7'-4"

CAST STONE CAP W7

EAVE T.O.W.

2'-1" 9'-0" T.O.W. EAVE 7'-2" 0'-0" T.O.W. F.F.

CAST STONE CAP

7'-4"

W7

17'-0" EAVE T.O. CHIMNEY

2'-1" T.O.W. -0'-6" GRADE 0'-0" F.F.

40 X 60 WOOD SLAT GATE - TYP.

WOOD SLAT WALL

-0'-6" GRADE

40 X 60 WOOD SLAT GATE - TYP.

WOOD SLAT WALL

West Elevation

30

Tallahassee

CAST STONE CAP

Tallahassee

PRE-CAST CHIMNEY CAP

Job Title:

17'-0" T.O. CHIMNEY

PRE-FINISHED MTL. COUNTERFLASHING

Project #: 14256 256 Phase: 0% Permit100% Documents Permit Documents

PRE-CAST CHIMNEY CAP

Job Title: Powell-Weber Powell-Weber Residence Residence

Client:

GRADE

DavidClient: Powell David&Powell Victoria & Weber Victoria Weber

17'-0" T.O. CHIMNEY

SMOOTH TEXTURE DIRECT-APPLIED PRE FINISHED FINNISH SYSTEM MTL. COUNTERFLASHING

P.

PRODUCED BY AN AUTODESK EDUCATION

3 PLY MODIFIED BITUMEN ROOF SYSTEM TAPERED INSULATION DECKING

DRIP EDGE CONT. 2 X 8 SUBFASCIA

SPRAY INSULATION

1 X 10 WD. FASCIA - PAINTED

GYPSUM CLG. AS - PAINTED UPLIFT CONNECTIONS PER STRUCT. DWGS.

1 X 6 T&G WD. SOFFIT

WD. RAFTER SEE STRUCT. DRIP EDGE CONT.

3 PLY MODIFIED BITUMEN ROOF SYSTEM TAPERED INSULATION DECKING

2 X 8 SUBFASCIA

SPRAY INSULATION

1 X 10 WD. FASCIA - PAINTED 1 X 6 T&G WD. SOFFIT

GYPSUM CLG. PAINTED

2X BLOCKING - CONT. 2X6 DBL TOP PLATE - CONT.

DBL TOP PLATE - TYP.

2X6 PT STUD 5/8" GYP. BD. EXTERIOR SHEATHING

SOUND BATTS INSULATION

EXTERIOR SHEATHING

5/8" GYP. BD.

AIR/WATER BARRIER

SOUND BATTS INSULATION

3/4" VERT. PT FURRING @ 18" O. C. AIR/WATER BARRIER 1" AIR GAP BRICK VENEER - W/ TIES @ 24" O.C. HORIZ. WALL BASE PRESSURE TREATED BOTTOM PLATE ANCHOR BOLT

SMOOTH TEXTURE DIRECT-APPLIED FINISH SYSTEM - TYP.

CAVITY PROTECTION MAT AT WEEPS ONLY @ 24" O.C. WALL BASE

PRESSURE TREATED BOTTOM PLATE ANCHOR BOLT

FIN. FLOORING

6"

6" TYP.

FIN. FLOORING

SEE STRUCT. DWGS. FOR FOUNDATION

1

31

THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THE DRAWINGS AND ASSOCIATED COPIES THEREOF, INCLUDING ELECTRONIC MEDIA AND CADD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR USE, REPRESENTATION OR REPRODUCTION IN ACTUAL OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR ANY PURPOSE EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THIS COPYRIGHT NOTIFICATION SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWING EXHIBIT OR RENDERING ON THIS DOCUMENT AND SHALL NOT BE

Wall Section - Siding 3/4" =

PHASE:

1'-0"

DRAWN: REVIEWED: DATE:

CONCEPT SCHEMATIC DESIGN ADVANCED SCHEMATIC DESIGN DESIGN DEVELOPMENT 50% PERMIT DOCUMENTS 75% PERMIT DOCUMENTS

REVISIONS: 1.

SM

CW

7/17/2014 2.

3.

4.

5.

2

Wall Section - Brick 3/4" =

DRAWN: REVIEWED: DATE: Consultant:

1'-0"

NAL PRODUCT

3 PLY MODIFIED BITUMEN ROOF SYSTEM

3 PLY MODIFIED BITUMEN ROOF SYSTEM

TAPERED RIGID INSULATION

DECKING

WOOD RAFTERS - SEE STRUCT. DWGS.

TAPERED INSULATION DECKING

SPRAY APPLIED FOAM INSULATION

SPRAY APPLIED FOAM INSULATION

1X6T&G WD. SOFFIT

GYPSUM CEILING PAINTED

WOOD RAFTERS - SEE STRUCT. DWGS. DBL. TOP PLATE - CONT.

WOOD BEAM STRUCT. DWGS.

PRE-FINISHED MTL. WALL-CAP SLOPE TO DRAIN - STRUCTURAL PENETRATION WILL BE LIMITED TO AREAS WITHIN BLDG. ENVELOP

David Powell & Victoria Weber

PT DBL 2X6 TOP PLATE - CONT.

2X6 PT STUD EXTERIOR SHEATHING AIR/WATER BARRIER EA. SIDE

SOUND BATTS INSULATION

2X4 WOOD STUD

CAVITY PROTECTION MAT AT WEEPS ONLY @ 24" O.C.

5/8" GYP. WALL BD. EA. SIDE

1" AIR GAP BRICK VENEER - W/ TIES @ 24" O.C. HORIZ. WALL BASE PRESSURE TREATED BOTTOM PLATE

PRESSURE TREATED BOTTOM PLATE - CONT. ANCHOR BOLT

SOUND BATTS INSULATION

FIN. FLOORING

FIN. FLOORING

Wall Section - Dbl Sided Brick 3/4" =

1'-0"

7'-2"

2X3 WOOD SLAT @ 4" O.C.

4

Wall Section - Interior Wall 3/4" =

1'-0"

Powell-Weber Residence

3

7'-2"

2X2 STL. ANGLE - EMBEDDED MIN 2' IN SOLID POURED CMU CELL @ 2' O.C. 3" THICK CAST STONE CAP.

3'-11"

3" THICK CAST STONE CAP

Tallahassee

HORIZ. METAL TIES

BRICK VENEER EA. SIDE

Job Title:

2'-8" CMU TYP. - SEE STRUCT. DWGS. FOR REINFORCEMENT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Client:

SEE STRUCT. DWGS. FOR FOUNDATION

REBAR IN GROUT 48" O.C. SEE STRUCT. DWGS. FOR REINFORCEMENT

BRICK VENEER

3/4" =

1'-0"

6

Double Wythe 3/4" =

1'-0"

Wall Sections

Seal:

Architects Lewis + Whitlock

206 west virginia st | tallahassee. fl 32301 ph: 850 942 1718 | fax: 850 942 2110

architecture interior design planning

Description:

Wall Sections

Sheet No:

Phase:

Wall Section - Slat Wall

Project #:

5

14256 100% Permit Documents

FIN. FLOORING

32

A3.2

Y5 | G2

Embera Com. Center critic | Felipe Mesa

Vigia Del Fuerte, Colombia

highliting local vintage culture to reinvigorate urban area

collaboration with Dominic Feng, Joel Corazon, Alyson Silva, Chris Franco, David Catanac, Zhan Tong, Zhou Xiaopo, Juan Monsalve, Maria Riveros, Junda He, Jia Guannan, Jennifer Russell, Jefrall Betancourt,Joseph Murguido

This collaborative studio effort designed a community center where the indigenous population of Northwest Colombia, the Embera, can be housed during their interaction months with the AfroColombian town of Vigia del Fuerte. The design is derived from the native dwelling structure constructed by the Embera. The new construct is then used as a module that can adapt to the various programmatic needs of the Embera community and adding spaces where a symbiotic relationship can be established between the Afro-Colombian and the Embera cultures.

33

Embera Structure Permutations

34

Module Replication

Module Grid

Component Configurations

35

Medical Garden Module

Dining Module

36

37

Rainfall is heaviest on the west coast and in the Andean area; rainy and dry seasons, or “winter” and “summer,” generally alternate in three-month cycles, as in Bogotá, where precipitation occurs most heavily and consistently during the periods of April to June and October to December. Northern areas have only one long rainy season, from May through October. The annual average rainfall is 107 cm (42 in).

Longitudinal Section through dwellings and voids

October - April

Community Configuration

May - September

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Y5 | Elective

Corner Curve critic | Stephen Belton

Gainesville, FL

exploring assembly joints with computer-aided technology

collaboration with David Catanach

Each furniture piece is fabricated from Baltic Birch Plywood, the chair and table are inspired by two main ideas, use a single piece of wood to create an individual object,and have the piece bend or fold against itself. Both the chair and table utilize special cornercurve joints that allows one plane to fold on to itself. The cornercurve joint’s strength comes form multiple finger joints, which allow for a higher surface area of connection. The joint is milled in kerfs, so that the fingers do not pass all the way through the wood, allowing for a curve to be made on the outside of the joint. The curve left over from this joint hides the finger joints and gives the impresion of a smooth seamless joint.

39

Corner Treatment Tests

Three types of bending techniques were tested in order to find the best method for creating the cornercurve joint. Three sets of test pieces were cut on a CNC mill. Varying depths of 1/16”. 3/32”, and 1/8” were left on the pieces to allow the joint to curve. The first set was bent into shape without treating the wood at all, the second was soaked in water, and the third set was steamed.

40

Folding Process

41

Digital Milling Process

42

Y3 | D6

Eva[pore]ative Envelope critic | Guy Peterson

Charleston, SC

layering culture and history through tectonics

The project requires both an institution for students in the culinary arts, and an inviting place where local businesses are able to intern students into their local establishments. Programmatically, the construct takes into account the built context’s layout; businesses facing East Bay Street located at ground level,while eateries on perpendicular streets are located on higher floors, not only protecting from flood zones, but also providing the occupant with a raised view of the Charleston cityscape.

The façade also relates to the materiality of historic Charleston. A brick outer membrane reacts to this style, mimicking the construction materials used in the area; while the interior membrane reflects characteristics of modern institutions.

43

Circulation Patterns

Mass Configurations

44

4 2

5

6 3

7 1

Ground Level

9

9

9 8

8

Second Level

45

Program Legend 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14

Lobby Pastry Kitchen Bake Shop Receiving Area Student Lounge Demonstration Kitchen Trash Area Classroom Educational Kitchen Restaurant Kitchen Dining Room 1 Library Lecture Hall Dining Room 2

12

9

9

9

11

10

Third Level

13 12

14

Fourth Level

46

47

The faรงade system creates an opportunity for a double membrane, where peripheral circulation can be niched between the two membranes, creating a playful relationship of interior and exterior, and actively inviting street traffic into the interior plaza.

48

49

Contact Information

Felipe Lopera A: 223 Leawood Circle | Naples, FL C: (239) 692-2504 E: flopera0801@gmail.com

50