Justin Luzius Architecture Portfolio by Justin Luzius

JUSTIN|LUZIUS DESIGN|PORTFOLIO

CRYSTAL BRIDGES PAVILION

1-7

URBAN FORUM

9-13

MAIN ST. MEDIATHEQUE

15-20

WARREN SEAGRAVES RESIDENCE

21-26

CRYSTAL BRIDGES PAVILION COMPETITION

27-40

JUSTIN LUZIUS jpluziusarchitect@gmail.com

ARTIST BRIDGE GALLERY

3D PRINTING|FABRICATION|SCULPTURE

43-44

(469)525-0768 422 West Adams St. Fayetteville, AR 72701

CRYSTAL BRIDGES PAVILION: BENTONVILLE, AR

CRYSTAL BRIDGES PAVILION BENTONVILLE, AR

CRYSTAL BRIDGES PAVILION: BENTONVILLE, AR

CRYSTAL BRIDGES PAVILION: BENTONVILLE, AR LEGEND SPOT ELEVATION GRADE SLOPE

FIRE LINE

UGE

UNDERGROUND ELECTRIC

WATER

GAS

ELECTRIC

DATA/TELEPHONE

1195.5+

1217.5+

20 'GIR 10 DER 1/2" LE NG TH

1227+

EXISTING MUSEUM

4' 3'

UG UG E E

1195.50+

1195.5+

1216.40+

1216.60+

1217.5+ 11 1'

3.17%

- 11

-9

7/8"

-6

-5

1/8"

14' -

3 1/2" GTH LEN

DER GIR

SIM

-4

3/8" 14

3/8"

BR ID GIN G

A5.0

4' - 0" SP AC IN G,

Date

-1

-7

-1

14 1/4"

1/2"

3/8"

1216.40+ 2'

-8

-2

-7

7/8"

1/8"

3/8"

7/8"

-2

7/8"

1/4"

3/8"

1/2"

5/8"

REVISION LOG No.

Description

Date

7/8"

1/2"

3/4" - 4"

3/8"

7/8"

Description

FLAGSTONE, TYP

20' - 11 3/4 GIR " DE R LE NG TH

No.

16 'GIR 10 DER 7/8" LE NG TH

REVISION LOG 5%

14 TY P

3/4"

16 GIR 'DER 2 7/ 8" LE NG TH

8" 1216.25+

1217.33+

2' - 0" SP AC IN G,

4" FL

AREA 671 S.F.

12 '-

1/4"

1/8"

10 '-

1212.40+

-3

- 10

JO IS T

2' 2'

- 7"

3/8"

7/8"

5% 5% 1217.33+

- 1"

7/8"

1/4"

1/8"

-1

-9

TY P

EXISTING PARKING

Drawn By Checked By

SITE PLAN 1" = 20'-0"

1 7/ '29

10 "

-0

3 7/

- 8"

1/2"

CRYSTAL BRIDGES PAVILION

1/8" 18

-7

1/2"

3/8"

DIMENSIONED FRAMING PLAN B

0000001 6.9.14 SHM TMH

- 2"

Project Number Date

Date

1/4"

0000001 6.9.14 BCH TMH

Project Number

- 2"

17 '-

SITE PLAN

1/2"

1222+ 1220.3+

- 10

16 17 2'

CRYSTAL BRIDGES PAVILION

5/8"

20 GIR 'DER 1 1/ 2" LE NG TH

- 0"

PROPOSED HOUSE RELOCATION

12' - 10 7/8" GIRDER LENGTH

Drawn By 1

SP1.0

DIMENSIONED FRAMING PLAN 3/8" = 1'-0"

Checked By

A1.1 4

CRYSTAL BRIDGES PAVILION: BENTONVILLE, AR

BUTT JOINT

1' - 6 3/8" 4' - 8 1/2" 4"

6' - 7 1/2"

5 A5.1

TYP

9 1/2"

2"X4"X1/8" STEEL TEE

1/2 GLAZING LAYING ON BED OF STRUCTURAL SILICONE, TYP

4' - 8 1/2"

TYP

1/2 GLAZING LAYING ON BED OF STRUCTURAL SILICONE, TYP

(3) 1/2" PLYWOOD

CONTINUOUS BEAD OF STRUCTURAL SILICONE, TYP

3' - 7 1/8" 6 1/2"

10" 3' - 7" 4' - 8 5/8"

-1

/3 13

2"X2"X1/8" STEEL ANGLE

BUTT JOINT

1 1/2"X9 1/4" WESTERN RED CEDAR

(2) 1/4" STEEL PLATE

1/2" THREADED ROD, TYP 3'

SECTION L 1/4" = 1'-0"

SECTION H 1/4" = 1'-0"

SECTION D 1/4" = 1'-0"

1 1/2" x 9 1/4" WESTERN RED CEDAR

-8

17' - 9 1/8"

3 3/4" 3' - 7 1/4" 1' - 7 3/4"

5 A5.1

8" 9 1/4 "

TYP

2 1/2 2 1/2 " " 1" 1 1/4 "

A 1/2" POLYGAL PANEL

STEEL PLATE CONNECTOR 5 1" = 1'-0"

1 1/2"X5 1/2" WESTERN RED CEDAR ATTACHED TO JOIST WITH #10 2 1/2" SQUARE DRIVE GALVANIZED DECK SCREWS (2) 1 1/2"X9 1/4" WESTERN RED CEDAR

10' - 3 1/8"

1' - 9 1/8"

3 5/8"

TYP

5 A5.1

1 1/2"X9 1/4" WESTERN RED CEDAR 4"X4" STEEL ANGLE

1"X1"X1/8" STEEL ANGLE

REVISION LOG

4' - 8 1/2"

TYP

NOTE: STEEL PATTERN INSERT NOT SHOWN FOR CLARITY 1' - 6 3/8" 4' - 8 1/2"

10' - 8 7/8"

10' - 4 1/2"

3' - 7"

4' - 8 3/8"

5 A5.1

GLAZING/TEE CONNECTION 6" = 1'-0"

WESTERN RED CEDAR STOP

16' - 11 3/4" 1' - 6 5/8" 4' - 8 1/4"

11' - 6 3/8"

4' - 8 3/4"

1' - 3/4"

1' - 6 5/8"

3' - 7 1/8"

4' - 8 5/8"

10' - 3 1/2"

5' - 2"

1' - 2 1/8"

16' - 1 1/8" 4' - 7 7/8"

1/2" POLYGAL PANEL

3/ 4"

9 1/2 "

SECTION M 1/4" = 1'-0"

A307 1/2" THREADED ROD, TYP

No.

Description

NOTE: STEEL PATTERN INSERT NOT SHOWN FOR CLARITY

TACK WELD

REVISION LOG

4"X4" STEEL ANGLE

Date BOLTED STEEL FLANGE REINF. IF REQD.

No.

1 1/2"X9 1/4" WESTERN RED CEDAR BLOCKING

5 1/2" POLYGAL

Description

Date

TYP

A5.1

1/2" THREADED ROD, TYP

SECTION K 1/4" = 1'-0"

SECTION G 1/4" = 1'-0"

A36 W10X22 WIDE FLANGE

SECTION C 1/4" = 1'-0"

1' - 10"

SECTION F 1/4" = 1'-0"

TYP

4' - 8 3/8"

TYP

CRYSTAL BRIDGES PAVILION

SECTION B 1/4" = 1'-0"

6"x1/8" STEEL PLATE

1/16" STEEL SHEET FASTENED TO STEEL PLATE BEHIND PLYWOOD FURRING STRIP

3"x1/8" STEEL PLATE

1/8"x1"x1" HORIZONTAL STEEL ANGLE 6"x1/8" STEEL PLATE

(2) 1 1/2"X9 1/4" WESTERN RED CEDAR JOIST

CRYSTAL BRIDGES PAVILION

2"x2"x1/8" STEEL ANGLE

1/8"x1"x1" STEEL ANGLE

1 1/2"X5 1/2" WESTERN RED CEDAR ATTACHED TO JOIST WITH #10 2 1/2" SQUARE DRIVE GALVANIZED DECK SCREWS

FRAME SECTIONS

1' - 6 5/8"

1 1/2"X5 1/2" WESTERN RED CEDAR ATTACHED TO JOIST WITH #10 2 1/2" SQUARE DRIVE GALVANIZED DECK SCREWS

4"X4" STEEL ANGLE

1 1/2"X9 1/4" WESTERN RED CEDAR 9" WIDE 16 GAUGE (1/16") STEEL TOE KICK

1 1/2"X9 1/4" WESTERN RED CEDAR

(2) 1 1/2"X9 1/4" WESTERN RED CEDAR

1/2" GLAZING LAYING ON BED OF STRUCTURAL SILICONE, TYP

DETAILS AND SECTIONS

1/4" THREADED ROD WITH WASHER AND NUT BOTH SIDES

4"X4" STEEL ANGLE

1"X1"X1/8" STEEL ANGLE

3' - 7 1/8" 1' - 11 1/2"

TACK WELD

10' - 1 3/4"

3' - 6 5/8" 5 A5.1

SECTION I 1/4" = 1'-0"

6 A5.1

1/2" KERFED PLYWOOD PANELS

12' - 7 7/8" 5 1/2"

1' - 6 1/4" 6 5/8"

4' - 8 1/4"

10"

5' - 2 1/8"

4' - 9"

5 A5.1

3' - 8 1/8"

10' - 3"

4 1/4" 3' - 7 1/8" 1' - 3 1/2" 4 1/8"

1' - 6 5/8"

SIM OH

1/2 GLAZING LAYING ON BED OF STRUCTURAL SILICONE, TYP

18' - 10 7/8"

15' - 0 1/2" 4' - 8 3/8"

10' - 5 1/2"

3' - 7"

7 A5.1

1/2" GLAZING LAYING ON BED OF STRUCTURAL SILICONE, TYP

7' - 0 1/8"

SECTION J 1/4" = 1'-0"

16' - 10" 8' - 3 5/8"

TYP

5 A5.1

1 1/2"X9 1/4" WESTERN RED CEDAR BEYOND

4' - 8 5/8"

10' - 0 3/4"

3' - 7" TYP

POLYGAL PANEL WALL 1" = 1'-0"

1/2" THREADED ROD, TYP 1/16" STEEL SHEET FASTENED TO STEEL PLATE BEHIND

5 A5.1

SECTION E 1/4" = 1'-0"

4"X4" STEEL ANGLE TACK WELD

TYP

0000001 6.9.14 BCH TMH

Project Number

4' - 8 1/2"

5 A5.1

4' - 8 5/8"

3' - 6 1/2"

10' - 2 5/8"

4' - 8 7/8"

TYP

4 1 1/2"X9 1/4" WESTERN RED CEDAR

1' - 9 1/2"

1' - 5 1/2"

77 .3 5째

4' - 8 1/2"

8' - 7"

5 1/2"

1' - 6 1/2"

9 1/8"

4' - 8 7/8"

6 1/2"

3' - 0 7/8"

5' - 3"

77 .3 5째

14' - 8 3/8" 3' - 2"

10' - 7 1/8"

1' - 6 1/4" 10"

4' - 6 1/8"

1' - 1 3/8"

7' - 5 3/8"

5 A5.1

2' - 3 1/2"

9 1/4"

BOLTED STEEL FLANGE REINF. IF REQD. 17' - 9 7/8"

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

4' - 8 3/8"

GLAZING/ANGLE CONNECTION 7 6" = 1'-0"

72 .00째

5 A5.1

10' - 1 1/8"

3' - 6" TYP

3' - 1 3/4"

11 1/2"

4' - 8 3/8"

10' - 1 3/4"

8' - 5 5/8"

4' - 9 1/4"

3' - 6 3/8"

10' - 0 3/8"

4' - 8 3/4"

5 A5.1

TYP

CONTINUOUS BEAD OF STRUCTURAL SILICONE, TYP

16' - 0 1/4" 1' - 6 3/8"

2' - 5 3/4"

3 3/8" 10 1/2"

4 1/2"

4' - 5 1/4"

1' - 0 1/2"

3' - 2"

4 7/8"

6' - 6 1/2"

3 3/4"

1' - 7 1/8"

1' - 3 1/2"

4' - 5 5/8"

1 1/2" x 9 1/4" WESTERN RED CEDAR

17' - 2 1/8"

15' - 8 3/4" 1' - 6 1/2"

1' - 4"

10' - 3 1/2"

15' - 4 1/2"

8' - 0 1/4"

SECTION A 1/4" = 1'-0"

Date Drawn By Checked By

1 1/2"X9 1/4" WESTERN RED CEDAR BLOCKING

Date

1/2" THREADED ROD, TYP

BOLTED STEEL FLANGE REINF. IF REQD.

1 1/2"X9 1/4" BLOCKING

A36 W10X22 WIDE FLANGE

Drawn By

1/2" THREADED ROD, TYP A36 W10X22 WIDE FLANGE

BOLTED STEEL FLANGE REINF. IF REQD.

Checked By

7 A5.1

TO DECK 1' - 8 15/16"

BOLTED STEEL FLANGE REINF. IF REQD.

A3.0

STEEL PANEL WALL 1" = 1'-0"

0000001 6.9.14 TMH TMH

Project Number

BOLTED STEEL FLANGE REINF. IF REQD.

GLAZED PANEL WALL 1" = 1'-0"

STOREFRONT SECTION 1" = 1'-0"

A5.1 6

CRYSTAL BRIDGES PAVILION: BENTONVILLE, AR L6

Component Forming / Riveting / TIG Welding

Plasma Cutting

Module Alignment H7

I8 C7

K6 H6

Frame + Module Alignment + Test Fitting

I6 C5 J6

B2 H2

PreFab Test Assembly Prior to Site Installation

I1 K1 B1

C1 J1

URBAN FORUM: CUZCO, PERU

URBAN FORUM: CUZCO, PERU URBAN FORUM: CUZCO, PERU

Cuzco, a growing metropolis nestiled in the Andes, has lost a traditional building typology, in the wake of colonialism and modernization. The great hall historically served as a meeting place for public events and festivals. A rare vacant building now sits at the major intersection where the tourist filled historic center meets the residential zone. The site is surrounded by incessant traffic and traverses a severe slope. In response, the proposal is a sunken plaza surrounded by a screen-wall system. The design stemmed from the reinterpretation of a vernacular building technique that leaves reinforcing steel exposed from a concrete column. The project accommodates a wide range of events by simply surrounding the site with this element (varying the density and height to provide moments of privacy and moments of transparency.) The project exploits the logic of a discrete architectural element and how through its pullulation it creates a tumultuous whole that defines a space and provides basic architectural necessities such as protection from rain, light, noise, etc.

VERNACULAR

MORPHOLOGY

ASSEMBLY SITE AND CIRCULATION

URBAN FORUM: CUZCO, PERU

MAIN ST. MEDIATHEQUE: LITTLE ROCK, AR

MAIN ST. MEDIATHEQUE: LITTLE ROCK, AR 10

Highways and Train

Walking Trail, Parks, and Street Car

10 4

2 1

1 Building Heights

White powder coated panel on 1” honeycomb rigid panel

1/2” OSB sheathing

6” Structural concrete slab on metal decking

Steel grid wa e drop ceiling

Horizontal window mullion

2” Airspace housing interlocking brackets for metal panel connection and moisture barrier sheet

3 6 7 9 1

White powder coated panel on 1” honeycomb rigid panel

Glazing

W 18x 86 Steel column

4 5

Stick framing system

Secondary structure

Granite square 5’x5’ grid

Transparent interactive LED panel system

2 8 4

2 x 4 Metal stud wall with bat insulation

Linear di user

Vertical steel n shading system 5

9 10 Structural steel truss 11 Concrete shear walls

12 Steel staircase 13 Media wall 14 LED mesh screen

7 9 11

6 14

1 12

MARKHAM ST

MAIN AIN ST

MAIN ST. MEDIATHEQUE: LITTLE ROCK, AR

MEDIATHEQUE INTERIOR

WARREN SEGRAVES RESIDENCE: FAYETTEVILLE, AR

FAYETTEVILLE, ARKANSAS

2 OF 16

HISTORIC AMERICAN BUILDINGS SURVEY AR-53

SURVEY NO.

56’

58’

60’

62’

64’

66’

68’

70’

72’ 74’

WARREN SEGRAVES PURCHASED THIS PROPERTY SHORTLY BEFORE CONSTRUCTION BEGAN IN 1959, THE ORIGINAL PROPERTY EXTENDED FROM OKLAHOMA WAY WEST TO SUMMIT AVENUE. THE TOPOGRAPHY WAS TAKEN FROM THE ORIGINAL DRAWINGS BY WARREN SEGRAVES. THE SITE DIVISIONS WERE TAKEN FROM A LAND SURVEY FROM 1987 WHEN THE WESTERN HALF OF THE PROPERTY WAS SOLD.

76’

78’

80’

82’

84’

86’

88’

THE RESIDENCE IS SITED ON THE WEST SLOPE OF THE MOUNT SEQUOYA NEIGHBORHOOD WITH ITS WEST FACADE LOOKING OUT OVER THE HISTORIC CENTER OF FAYETTEVILLE. THE WEST FACADE IS PRIMARILY GLAZED AND THE LANDSCAPING IS MINIMAL TO MAXIMIZE THE VIEW TOWARD THE BOSTON MOUNTAINS AND OKLAHOMA BEYOND.

90’

SITE PLAN|SECTION 10

1:128 20

3/32”=1’-0”

CENTIMETERS

98’

96’

3/32”=1’-0” 0

FEET

94’

92’

100

1:128

100’

217 OKLAHOMA WAY

FAYETTEVILLE

WARREN SEGRAVES RESIDENCE

WASHINGTON COUNTY

ARKANSAS 54’

UNIVERSITY OF ARKANSAS FAY JONES SCHOOL OF ARCHITECTURE NATIONAL PARK SERVICE U.S. DEPARTMENT OF THE INTERIOR

52’

CARPORT

IF REPRODUCED, PLEASE CREDIT THE HISTORIC AMERICAN BUILDINGS SURVEY, NATIONAL PARK SERVICE, NAME OF DELINEATOR, DATE OF DRAWING

1 OF 16

HISTORIC AMERICAN BUILDINGS SURVEY SURVEY NO.

FAYETTEVILLE

WARREN SEGRAVES RESIDENCE

WASHINGTON COUNTY

ARKANSAS

AR-53

PATIO

UTILITY EASEMENT

FORMERLY OWNED PROPERTY 1959-87

THE WARREN SEGRAVES RESIDENCE

HOUSE

OKLAHOMA WAY

The drawings d and research for this project were completed by the following students at the Fay Jones School of Architecture at the University of Arkansas: Evans Jone es, Elsa Lo, Justin Luzius, Jake Newsum, Antony Parsons, and Patrick Templeton. The f faculty advisor for the project was Gregory Herman, Associate Professor of Archite ecture. The project was completed during the summer of 2011. The team would like t to thank Mr. Mark and Mrs. Carie Pryor, Mrs. Rhea Dunegan, Ms. Janie Segraves, and M Ms. Catherine Wallack, Architectural Records Archivist, Special Collections, Unive ersity of Arkansas Libraries.

217 OKLAHOMA WAY

Altho ough Segraves’ career was brief, he nonetheless secured a number of highly visible c commissions in this quickly growing community, including the city’s Public Library build ding, the headquarters for its primary light and power provider, its main Police Station, and more. Many of these buildings also incorporate his modern ideas of space e and materials employed earlier in his residence.

UNIVERSITY OF ARKANSAS FAY JONES SCHOOL OF ARCHITECTURE NATIONAL PARK SERVICE U.S. DEPARTMENT OF THE INTERIOR

The e entry vestibule opens onto the primary stair landing, central to the design. The landing space presents visitors with two options: they may continue up to the private space es of the second floor, or down to the open, public space of the first floor. The inviting living spaces may be surveyed from this point, the view enhanced by the prese ence of swagged lighting, a profusion of potted plants, and a water-filled plant ter located directly beneath the landing. Procession into the living spaces reward ds the visitor with a double height space terminated above by the undulating roof and outward o by the view of the Oklahoma hills.

The S Segraves Residence is particularly distinguished by its utilization of an exposed steel l frame as its primary building structure. Constructed on the west slope of Fayet tteville’s Mount Sequoyah neighborhood, the house overlooks that city’s center and off o into the western Oklahoma hills. Incorporating his ideas of spatial organization allowed a for a clear view through the house, with its minimal divisions and strong prese ence of horizontality, all of which served to create an architecture as dependent upon line as it was upon space. The exposed steel structure accentuated the merger of interior with exterior as the beams were cantilevered effortlessly through the g glazed wall.

IF REPRODUCED, PLEASE CREDIT THE HISTORIC AMERICAN BUILDINGS SURVEY, NATIONAL PARK SERVICE, NAME OF DELINEATOR, DATE OF DRAWING

Altho ough his practice was primarily centered in an area heavy with the design contributio ons of the rising star Fay Jones (whose focus on the natural and organic properties o of architecture would serve to influence and inspire successive generations of young architects), Segraves’ work was distinguished for its forceful modernism. Embracing new ideas of space and uses of materials in the post-World War 2 environment, Segraves’ work fused these ideas with a nod to the utilitarian vernacular archite ecture suited to and commonly found in the Northwest Arkansas region. His use of ex xposed steel structure and extensively glazed facades created a merger between inter rior and exterior spaces. Indeed, both in treatment of materials and space, striking similarities may be found to exist between the work of Segraves, particularly in his house for his own family, and the works prepared for Arts and Architecture maga azine’s Case Study Houses around this time.

The W Warren Segraves Residence in Fayetteville, Arkansas was designed by Warren D. Segr raves, Architect, in 1959. A private residence for the architect and his family, the design d of the house expresses the modernist design principles upon which he based his work throughout his career. Seagraves and his wife, Rhea, along with their son a and daughter, lived in the house until his death at age 53 in 1978.

LIBRARY OF CONGRESS INDEX NUMBER

WARREN SEGRAVES RESIDENCE: FAYETTEVILLE, AR

0 1 2 3 STORAGE

FEET 4 5 3/8"=1'-0" 10

METERS 0 STORAGE

3/8"=1'-0"

1 2 1:32 CUTTING BOARD 11’- 8 1/4”

BUFFET NOT PART OF ORIGINAL DESIGN 8’- 8 1/2”

AIR REGISTER GRILL 3’- 8 1/2”

SUN PATIO 25’- 0”X15’- 11”

DINING AREA 14’- 0”X11’- 8” LIVING AREA 25’-11”X 23’- 8”

FIRST FLOOR PLAN

1:32 STORAGE MECH BRICK

WOOD STORAGE

3 BRICK UP

23 10 METERS

0 1 2 3

8’-10 7/8”

1:32

HANDRAIL AND VERTICAL SUPPORTS MASTER BEDROOM 13’-10” x 13’-11”

TOP OF EXTERIOR STORAGE SHED BELOW

DN BEDROOM 11’-8” x 11’-10”

TO SKYLIGHT IN FIRST FLOOR BATHROOM

STORAGE

BEDROOM 9’-11” x 11’-10”

STRUCTURAL STEEL ROOF OVER CARPORT. ALL ROOF SURFACES TOPPED WITH GRAVEL

CARPORT 30’-0” x 26’-3” STORAGE

VESTIBLUE 23’-5” x 7’-0” PRIMARY ROOF OVERHANG

SECONDARY ROOF OVERHANG

CHIMNEY FLUE DETACHED FROM EXTERIOR WALL

DN DN

DRESSING 8’-1 1/2” x 3’-10 1/4” HANGING LIGHTS

OPEN TO BELOW. SKYLIGHTS AND VENT OVERHEAD

ORIGINAL HOUSE BUILT 1959

STRUCTURAL STEEL POSTS AND BEAMS VESTIBULE ADDED 1963

IF REPRODUCED, PLEASE CREDIT THE HISTORIC AMERICAN BUILDINGS SURVEY, NATIONAL PARK SERVICE, NAME OF DELINEATOR, DATE OF DRAWING

ARKANSAS

1:32

WASHINGTON COUNTY

3/8"=1'-0"

21’-11 1/4”

SECOND FLOOR PLAN

FAYETTEVILLE

AR-53

SURVEY NO.

AR-53

SURVEY NO.

6’- 6 1/2”

3 OF 16

HISTORIC AMERICAN BUILDINGS SURVEY

4 OF 16

HISTORIC AMERICAN BUILDINGS SURVEY

8’-0”

SUNDECK

WARREN SEGRAVES RESIDENCE

4 5

LIBRARY OF CONGRESS INDEX NUMBER

4’-0 3/8”

217 OKLAHOMA WAY

3/8”=1’-0” 19’-10 3/4”

12’-1 1/2”

FEET

20’-9 7/8”

0 1 2 3

4’-0 7/8”

UNIVERSITY OF ARKANSAS FAY JONES SCHOOL OF ARCHITECTURE NATIONAL PARK SERVICE U.S. DEPARTMENT OF THE INTERIOR

ARKANSAS

16’- 7 1/2”

29’-5 1/4”

2’-4 3/4”

WASHINGTON COUNTY

IF REPRODUCED, PLEASE CREDIT THE HISTORIC AMERICAN BUILDINGS SURVEY, NATIONAL PARK SERVICE, NAME OF DELINEATOR, DATE OF DRAWING

FAYETTEVILLE

WARREN SEGRAVES RESIDENCE

217 OKLAHOMA WAY

40’- 8 3/4”

UNIVERSITY OF ARKANSAS FAY JONES SCHOOL OF ARCHITECTURE NATIONAL PARK SERVICE U.S. DEPARTMENT OF THE INTERIOR

3’- 5 1/8”

5’- 8 3/4”

STORAGE 8’- 9 1/4”

16’- 2 3/4”

WARREN SEGRAVES RESIDENCE: FAYETTEVILLE, AR WARREN SEGRAVES RESIDENCE: FAYETTEVILLE, AR

SECOND FLOOR 8’-5”

RAILING 11’-1”

VESTIBULE 4’-2”

FIRST FLOOR 0’-0”

0 1 2 3

FEET 3/8"=1'-0"

4 5

EAST ELEVATION

3/8"=1'-0" 10

METERS 0 1 2

MATERIALS USED: PRIMARY STRUCTURE: STEEL FRAME FIRST FLOOR WALL: BRICK AND GLAZING SECOND FLOOR WALL: PLYWOOD CLADDING AND GLAZING CROSS-BRACING: STEEL PRIMARY ROOF: REDWOOD SECONDARY ROOF: STRUCTURAL STEEL CHIMNEY: STUCCO FINISH

1:32 1:32

WASHINGTON COUNTY

CARPORT ROOF 12’-5”

SECOND FLOOR 8’-5”

CARPORT 4’-2”

FIRST FLOOR 0’-0”

0 1 2 3 FEET

3/8"=1'-0"

25 4 5

SOUTH ELEVATION

3/8"=1'-0"

10 METERS

0 1 2 1:32

1:32

FAYETTEVILLE

WASHINGTON COUNTY

ARKANSAS IF REPRODUCED, PLEASE CREDIT THE HISTORIC AMERICAN BUILDINGS SURVEY, NATIONAL PARK SERVICE, NAME OF DELINEATOR, DATE OF DRAWING

WARREN SEGRAVES RESIDENCE

EAVE 15’-8”

217 OKLAHOMA WAY

ROOF 18’-9”

UNIVERSITY OF ARKANSAS FAY JONES SCHOOL OF ARCHITECTURE NATIONAL PARK SERVICE U.S. DEPARTMENT OF THE INTERIOR

ARKANSAS IF REPRODUCED, PLEASE CREDIT THE HISTORIC AMERICAN BUILDINGS SURVEY, NATIONAL PARK SERVICE, NAME OF DELINEATOR, DATE OF DRAWING

FAYETTEVILLE

EAVE 15’-8”

WARREN SEGRAVES RESIDENCE

ROOF 18’-9”

217 OKLAHOMA WAY

AR-53

SURVEY NO.

AR-53

SURVEY NO.

CHIMNEY 22’-6”

UNIVERSITY OF ARKANSAS FAY JONES SCHOOL OF ARCHITECTURE NATIONAL PARK SERVICE U.S. DEPARTMENT OF THE INTERIOR

6 OF 16

HISTORIC AMERICAN BUILDINGS SURVEY

5 OF 16

HISTORIC AMERICAN BUILDINGS SURVEY

LIBRARY OF CONGRESS INDEX NUMBER

WARREN SEGRAVES RESIDENCE: FAYETTEVILLE, AR WARREN SEGRAVES RESIDENCE: FAYETTEVILLE, AR

CRYSTAL BRIDGES PAVILION COMPETITION: BENTONVILLE, AR

7 FRAMES = 105 sheets of plywood [4’x8’x3/4”] 350’ square tube MODULES = 48 sheets of plywood [4’x8’x3/4”] DECKING = 225’ [2”x12”] 200’ [2“x6”] FINISH DECK = 360 sqft.

CRYSTAL BRIDGES PAVILION COMPETITION: BENTONVILLE, AR

VIEW

VIEW AND MOVEMENT

MOVEM

SACLE 1/4”= 1’

CRYSTAL BRIDGES PAVILION COMPETITION: BENTONVILLE, AR

EX TO TH PA

Y TR

O FR

TH PA

RE NG

I TA L

AL W

W VIE

CRYSTAL BRIDGES PAVILION COMPETITION: BENTONVILLE, AR

Complete the Square

N DISPLAY AREAS

WORKSHOP AREAS

VIEWING AREAS

SACLE 1/4”= 1’

Spatial Plane Cap

Clerestory Element a way to connect the horizontal and the vertical, but give privilege to one

Ligh

Repitition in a Grid

Planar Cap

4’

Artistic Element Light Source Light Art Element

CRYSTAL BRIDGES PAVILION COMPETITION: BENTONVILLE, AR

ARTIST BRIDGE COMPETITION : BOSTON, MA

3D PRINTING | FABRICATION | SCULPTURE : FAYETTEVILLE, AR

SW-ELEVATION

NE-ELEVATION

FIRST FLOOR

SECOND FLOOR

3D PRINTING | FABRICATION | SCULPTURE : FAYETTEVILLE, AR