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
38
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