Design Portfolio

ADAM L. BUGELEDESIGN PORTFOLIO

"Light must always win" -Maurice Smith

ADAM L. BUGELE|KANSAS STATE UNIVERSITY636.667.2153|[email protected]|114 Washington Heights Dr., Washington, MO, 63090

CURRICULA INDEX

WholeBody Center

KSU Row House

Timber in the City Competition

New Boston Artist Colony

Sketches|Hand Renders|Models

Crossroads, a recently thriving cultural hot spot located south of downtown Kansas City, has a lot to offer including: rooftop lofts, coffee shops, restaurants, bars, etc. One amenity missing is a facility to exercise the body and mind. The Crossroads Wholebody Center is designed to serve the community and follow the existing red and yellow brick archetypes of the neighborhood, but introduce new materiality.

The idea of ‘slippage’ in terms of a building’s spatial flow between mass and void fits perfectly within the function of exercise. As one may perform up to several activities during a visit, this facility’s spaces become very important to distinguish. Introducing a slipping effect from one space to the other allows the user ease in circulating yet helps define hierarchical and spatial complexities.

Rock climbing, swimming, studios, and machine exercising are the four primary functions of the Wholebody Center. Defining these spaces through slippage becomes possible by separating rock climbing and swimming completely then connecting them visually while shifting and sliding the studio spaces in between. These shifts occur above the lobby to clearly show the user upon arrival what each space is doing and how they should interact with the building as a whole.

STUDIO

SHIFT SEPARATES

FUNCTIONS

BREAK ALLOWS

DAYLIGHT, VIEWS,

& CIRCULATION

SPATIAL SLIPPAGE

POOL

1

1A250

RECEPTION

YOGA/PILATES

PARKING

OPEN TO BELOW

VESTIBULE

----

DN

A202

A201

A200

1

A300

1A320

W 19th St.

Cen

tral S

t.

EXISTING BUILDING

PRODUCED BY AN AUTODESK STUDENT PRODUCT

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1A250

INTERIOR LAP POOL

STUDIO

EXTERIOR LAP POOL

LOCKER ROOMS

OPEN TO BELOW

HOT TUB

HOT TUB

----

POOL DECK

90 DEG. PIVOTING CURTAIN WALL

1/8" = 1'-0"A1041 Level 5



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Ground Level0' - 0"

Level 412' - 0"

Below Grade 1-24' - 0"


Level 519' - 0"

Level 625' - 6"

Level 732' - 0"

2A250

PARKING

A3002

A8011

Ground Level0' - 0"

Level 412' - 0"



Level 519' - 0"

Level 625' - 6"

Level 732' - 0"

1A250

www.autodesk.com/revit

Scale

Date

Drawn By

Checked By

Project Number

CrossroadsWholebodyCenter

1/8" = 1'-0"

8/6/

2013

8:2

9:38

AM

A250

Building Sections

Adam Bugele

BNIM Studio

CheckerAuthor8/6/13

Summer 2013

1/8" = 1'-0"A2501 Section 1

1/8" = 1'-0"A2502 Section 2

No. Description Date

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PRODUCED BY AN AUTODESK STUDENT PRODUCTP

RO

DU

CE

D B

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N A

UTO

DE

SK

STU

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PR

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UC

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MULTIPURPOSESTUDIO AEROBICS

STUDIOINTERIOR POOL EXTERIOR

MEMBER PARKINGLOBBY

CLIM

BING

OFFICE

CAN

YON

Crossroads, Kansas City, Missouri

MATERIAL MAPPINGSampling the color palette of the context influenced facade material choices.

ZAHNER INC.ROANA ZINC

ROUGH GRAYTAKTL

TRANSLUCENTFIBERGLASS

WRAPPING CARVING SLIPPING+ =

GROUND LEVEL

2nd LEVEL

CROSS SECTION

View down atop climbing canyon face

Lobby entrance view to climbing canyon Exterior pool deck

1A250

RECEPTION

YOGA/PILATES

PARKING

OPEN TO BELOW

VESTIBULE

----

DN

A202

A201

A200

1

A300

1A320

W 19th St.

Cen

tral S

t.

EXISTING BUILDING


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1A250

INTERIOR LAP POOL

STUDIO

EXTERIOR LAP POOL

LOCKER ROOMS

OPEN TO BELOW

HOT TUB

HOT TUB

----

POOL DECK

90 DEG. PIVOTING CURTAIN WALL

1/8" = 1'-0"A1041 Level 5



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Ground Level0' - 0"

Level 412' - 0"



Level 519' - 0"

Level 625' - 6"

Level 732' - 0"

2A250

PARKING

A3002

A8011

Ground Level0' - 0"

Level 412' - 0"



Level 519' - 0"

Level 625' - 6"

Level 732' - 0"

1A250


Scale

Date

Drawn By

Checked By

Project Number


1/8" = 1'-0"

8/6/

2013

8:2

9:38

AM

A250

Building Sections

Adam Bugele

BNIM Studio

CheckerAuthor8/6/13

Summer 2013

1/8" = 1'-0"A2501 Section 1

1/8" = 1'-0"A2502 Section 2


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MULTIPURPOSESTUDIO AEROBICS

STUDIOINTERIOR POOL EXTERIOR

MEMBER PARKINGLOBBY

CLIM

BING

OFFICE

CAN

YON

Crossroads, Kansas City, Missouri

MATERIAL MAPPINGSampling the color palette of the context influenced facade material choices.

ZAHNER INC.ROANA ZINC

ROUGH GRAYTAKTL

TRANSLUCENTFIBERGLASS

WRAPPING CARVING SLIPPING+ =

GROUND LEVEL

2nd LEVEL

CROSS SECTION

View down atop climbing canyon face

Lobby entrance view to climbing canyon Exterior pool deck

A

1' -

10 9

/32"

0' -

8 9/

32"

0' -

5 1/

16"

0' - 10 5/32"

.22 GUAGE ROANO STEEL PANEL

EXTRUDED ALUM. T-PROFILE RAIL

3.5" POLYSTYRENE ROOF INSULATION

EXTRUDED ALUM. WALL CLIP

2" ANCHOR BOLT

3" METAL DECKING

L-ANGLE BOLTED CONNECTION

100' DEEP LONG SPAN STEEL TRUSS

14" CASTELLATED BEAM

3/4" PLYWOOD SHEATHING

6MM WEATHER/VAPOR BARRIER

.

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.

.

3" STEEL ANGLE

1/2" BOLT

.

.

.

1.75" X 3.5" ALUM. LIGHT GAGE STUD

1.75" X 3.5" U-CHANNEL STUD

.

AIR BARRIER

3/8" CARRIAGE BOLT

T-PROFILE - ROANO PANEL HANGING CONNECTION

3.5" STONE WOOL INSULATION

.

.

.

.

.

45' - 2 9/32"

5/8" GYPSUM BOARD .

0' - 1 31/32"

1' - 0 1/2"

INTUMESCENT PAINT .

Level 732' - 0"

A

0' - 10 5/32"

2' -

3 1/

32"

0' - 6"



5/8" GYPSUM BOARD

1.5" FLATHEAD SCREW


100' LONG SPAN STEEL TRUSS

7" X 14" WIDE-FLANGE BEAM



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1/2" BOLT

.

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.



.

AIR BARRIER

3/8" CARRIAGE BOLT


.

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.

3/4" WOOD FLOORING

3" METAL DECKING

3" STEEL ANGLE .

.

1/4" STEEL DROP-CEILING HANGER

2" ANCHOR BOLT

U-CHANNEL DROP-CEILING RUNNER

EXTRUDED ALUM. WALL CLIP .

.

T-PROFILE - ROANO PANEL HANGING CONNECITON.

.

.

T-PROFILE DROP-CEILING RUNNER

.

.

.

0' - 2"

0' -

0 3/

4"0'

- 6

1/32

"

3" = 1'-0"A4001

Steel Rainscreen Wall/RoofTransition

3" = 1'-0"A4002 Steel Rainscreen Floor/Wall Detail


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1' -

10 9

/32"

0' -

8 9/

32"

0' -

5 1/

16"

0' - 10 5/32"





2" ANCHOR BOLT

3" METAL DECKING






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3" STEEL ANGLE

1/2" BOLT

.

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.

AIR BARRIER

3/8" CARRIAGE BOLT



.

.

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.

.

45' - 2 9/32"

5/8" GYPSUM BOARD .

0' - 1 31/32"

1' - 0 1/2"

INTUMESCENT PAINT .

Level 732' - 0"

A

0' - 10 5/32"

2' -

3 1/

32"

0' - 6"



5/8" GYPSUM BOARD

1.5" FLATHEAD SCREW






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1/2" BOLT

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.



.

AIR BARRIER

3/8" CARRIAGE BOLT


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.

3/4" WOOD FLOORING

3" METAL DECKING

3" STEEL ANGLE .

.


2" ANCHOR BOLT



.


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.

.

.

0' - 2"

0' -

0 3/

4"0'

- 6

1/32

"

3" = 1'-0"A4001




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1' -

10 9

/32"

0' -

8 9/

32"

0' -

5 1/

16"

0' - 10 5/32"





2" ANCHOR BOLT

3" METAL DECKING






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3" STEEL ANGLE

1/2" BOLT

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AIR BARRIER

3/8" CARRIAGE BOLT



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.

45' - 2 9/32"

5/8" GYPSUM BOARD .

0' - 1 31/32"

1' - 0 1/2"

INTUMESCENT PAINT .

Level 732' - 0"

A

0' - 10 5/32"

2' -

3 1/

32"

0' - 6"



5/8" GYPSUM BOARD

1.5" FLATHEAD SCREW






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.

1/2" BOLT

.

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.



.

AIR BARRIER

3/8" CARRIAGE BOLT


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3/4" WOOD FLOORING

3" METAL DECKING

3" STEEL ANGLE .

.


2" ANCHOR BOLT



.


.

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.

.

.

0' - 2"

0' -

0 3/

4"0'

- 6

1/32

"

Level 625' - 6"

A

1' - 1 1/2"

0' - 6"0' - 5 25/32"

0' -

4"0'

- 2"

0' -

9"

.

ROANO STEEL TUBE LOUVER

L-ANGLE BOLT CONNECTION

3/16" CARRIAGE BOLT .

.

DOUBLED 3/4" THICK CROSS-BRACE

0' -

3 29

/32"

0' - 0 3/4"

9" BOTTOM TRUSS BEAM-CHORD

6" VERTICAL TRUSS WEB

.

.

.

0' - 2"

1' - 0 3/8"

Level 732' - 0"

2' -

3 1/

32"

.


3" METAL DECKING

2" ANCHOR BOLT.

.

3/4" WOOD FLOORING

3/4" PLYWOOD

5/8" GYPSUM BOARD

.

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WOOD HEADER

STEEL CHANNEL KICKER


T-PROFILE ALUMINUM RUNNER

U-CHANNEL ALUMINUM RUNNER

1.5" FLATHEAD SCREW




EXTRUDED T-PROFILE RAIL


3/8" LAG SCREW

22 GUAGE ROANO ZINC PANEL


3/8" CARRIAGE BOLT

.

.

.

.

.

.

.

.

MANKO 250 SERIES CURTAIN WALL

1" THICK INSULATED DOUBLE GLAZING

0' - 1" 0' - 3 11/16"

0' - 5 5/8"

0' -

0 3/

4"

Ground Level0' - 0"

0' - 5 5/8"

0' - 1".



.1.5" X 2.5" STEEL ROCKWALL DIAPHRAGM

4" CONCRETE SLAB ON GRADE

6MM WATERPROOFING BARRIER

.

.

.

ROCKWALL STEEL DIAPHRAGM BRACE

.

.

.

.

12" CONCRETE FOUNDATION

2" POLYSTYRENE INSULATION

GRAVEL

0' -

2 7/

8"

3" = 1'-0"A4001



1 1/2" = 1'-0"A4003 Truss/Louver Overhang Connection

3" = 1'-0"A4004 Floor/Curtain Wall Connection

3" = 1'-0"A4005

Foundation/Curtain Wall/ClimbingWall Detail


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1' -

10 9

/32"

0' -

8 9/

32"

0' -

5 1/

16"

0' - 10 5/32"





2" ANCHOR BOLT

3" METAL DECKING






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3" STEEL ANGLE

1/2" BOLT

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AIR BARRIER

3/8" CARRIAGE BOLT



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.

45' - 2 9/32"

5/8" GYPSUM BOARD .

0' - 1 31/32"

1' - 0 1/2"

INTUMESCENT PAINT .

Level 732' - 0"

A

0' - 10 5/32"

2' -

3 1/

32"

0' - 6"



5/8" GYPSUM BOARD

1.5" FLATHEAD SCREW






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.

1/2" BOLT

.

.

.



.

AIR BARRIER

3/8" CARRIAGE BOLT


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.

3/4" WOOD FLOORING

3" METAL DECKING

3" STEEL ANGLE .

.


2" ANCHOR BOLT



.


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.

.

0' - 2"

0' -

0 3/

4"0'

- 6

1/32

"

Level 625' - 6"

A

1' - 1 1/2"

0' - 6"0' - 5 25/32"

0' -

4"0'

- 2"

0' -

9"

.




.


0' -

3 29

/32"

0' - 0 3/4"



.

.

.

0' - 2"

1' - 0 3/8"

Level 732' - 0"

2' -

3 1/

32"

.


3" METAL DECKING

2" ANCHOR BOLT.

.

3/4" WOOD FLOORING

3/4" PLYWOOD

5/8" GYPSUM BOARD

.

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WOOD HEADER





1.5" FLATHEAD SCREW






3/8" LAG SCREW



3/8" CARRIAGE BOLT

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0' - 1" 0' - 3 11/16"

0' - 5 5/8"

0' -

0 3/

4"

Ground Level0' - 0"

0' - 5 5/8"

0' - 1".






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GRAVEL

0' -

2 7/

8"

3" = 1'-0"A4001





3" = 1'-0"A4005



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CASTELLATED ROOF BEAM

RETURN AIR DUCT

SUPPLY AIR DUCT

POOL HVAC

BASEMENT HVAC


Scale

Date

Drawn By

Checked By

Project Number

CrossrodsWholebodyCenter

7/31

/201

3 9:

51:3

0 AM

A800

Systems Diagrams

Adam Bugele

BNIM Studio

CheckerAuthor8/6/13

Summer 2013


A8003 Mechanical System


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CIP CONCRETE WALL

CIP FOUNDATION WALL

FOOTING

PRECAST CONCRETE BEAM

CONCRETE SHEAR WALL

CONCRETE SHEAR WALL

100' LONG SPAN TRUSS


FLOOR JOIST

SHEAR BRACE FRAME

STEEL GIRDER

WIDE-FLANGE COLUMN

RETURN AIR DUCT

SUPPLY AIR DUCT

POOL HVAC

BASEMENT HVAC


Date

Drawn By

Project Number


Systems Diagrams

Adam Bugele

BNIM Studio

Author8/6/13

Summer 2013A800

1 Structural System - Concrete Slabs


A8002 Structural System - Steel



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Ground Level0' - 0"

Level 412' - 0"



Level 519' - 0"

Level 625' - 6"

Level 732' - 0"

21

36" X 12" CONCRETE FOOTING

COMPACTED GRAVEL

4" DRAIN PIPE

FOUNDATION SLAB

6 MIL VAPOR BARRIER



INTERIOR STAIR

4" SLAB ON GRADE

2.5" X 5" MULLION

5' X 10' CURTAIN WALL SYSTEM

W10X49 WIDE FLANGE COLUMN

2.5"X 5" LIGHT FRAME STEEL HEADERS

2' CONCRETE FLOOR SLAB

6mm VAPOR/WEATHER BARRIER

2' X 5' TAKTL PANEL


EXTRUDED ALUM. T- PROFILEVERTICAL RAIL


EXTRUDED ALUM. C-CLIP

EXTRUDED ALUM. C-PROFILE HORIZONTAL RAIL

WATERPROOF MEMBRANE

8' STEEL TRUSS-GIRDER

6" X 12" STEEL FLOOR JOIST

1/4" THICK PERFORATED STEEL RAMP

3.5' TALL STEEL PIPE GUARDRAIL

3/4" PLYWOOD SHEATING

3" METAL ROOF DECKING

1/4" THICK PERFORATED STEEL LANDING

8" WIDE STEEL SHEER BRACE

7" X 14" CASTELLATED STEEL ROOF BEAM

22 GUAGE ROANO ZINC RAINSCREEN

3" METAL FLOOR DECKING

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A4011

A4012

5/8" GYPSUM BOARD


1.75" X 3.5" U-CHANNEL STUD.

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.R-13 FIBERGLASS INSULATION

.


8' -

0 5/

8"

11' -

9 3

/4"

12' -

0"

24' -

0"

Ground Level0' - 0"

Level 412' - 0"



Level 625' - 6"

Level 732' - 0"

CBA

A4001

A4002

A4004

A4003

A4005


COMPACTED GRAVEL

4" DRAIN PIPE

FOUNDATION SLAB

6 MIL VAPOR BARRIER



1" RUBBER FLOORING

4" SLAB ON GRADE

2.5" X 5.625" MULLION

250 SERIES MANKO CURTAIN WALL

5' X 10' DOUBLE GLAZED CURTAIN PANEL

1.5" X 2.5" STEEL ROCKWALL DIAPHRAGM



1/4" STEEL DROPPED CEILING HANGER


ROANO STEEL LOUVER



3/4" WOOD FLOORING

8" X 16" STEEL JOIST GIRDER




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5/8" GYPSUM BOARD



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2' X 5' TRANSLUCENT FIBER GLASS PANEL

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WOOD HEADER

U-CHANNEL DROPPED CEILING RUNNER

5/8" GYPSUM BOARD

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1" RUBBER FLOORING .

13' -

11

31/3

2"15

' - 9

"12

' - 5

1/4

"

45' -

0 3

/4"

24' -

0 1

/8"

5' - 2 1/4" 2' - 10 27/32"

12"1/8" ROOF SLOPE .

2A320


Scale

Date

Drawn By

Checked By

Project Number


1/2" = 1'-0"

8/6/

2013

7:1

8:35

AM

A300

Wall Sections

Adam Bugele

BNIM Studio

BNIMAdam Bugele

8/6/13Summer 2013

1/2" = 1'-0"A3001 West Wall Section

1/2" = 1'-0"A3002 North Wall Section



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ASSEMBLY 1:- steel truss-girders- floor/roof beams- metal decking

ASSEMBLY 2:- light framing

ASSEMBLY 3:- sheathing

ASSEMBLY 4:- weather proofing- glazing- rainscreen structure

ASSEMBLY 5:- stone wool insulation

ASSEMBLY 6:- rainscreen- interior flooring

ASSEMBLY 7:- rockwall structure- rubber flooring

ASSEMBLY 8:- translucent fiber glass panels

SECTION EXPLOSION

STRUCTURE - CONCRETE SLABS

STEEL FRAMING

MECHANICAL SYSTEM

CIRCULATION

Vertical

Horizontal

CONSTRUCTION DOCUMENTS

A

1' -

10 9

/32"

0' -

8 9/

32"

0' -

5 1/

16"

0' - 10 5/32"





2" ANCHOR BOLT

3" METAL DECKING






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3" STEEL ANGLE

1/2" BOLT

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AIR BARRIER

3/8" CARRIAGE BOLT



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45' - 2 9/32"

5/8" GYPSUM BOARD .

0' - 1 31/32"

1' - 0 1/2"

INTUMESCENT PAINT .

Level 732' - 0"

A

0' - 10 5/32"

2' -

3 1/

32"

0' - 6"



5/8" GYPSUM BOARD

1.5" FLATHEAD SCREW






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1/2" BOLT

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AIR BARRIER

3/8" CARRIAGE BOLT


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3/4" WOOD FLOORING

3" METAL DECKING

3" STEEL ANGLE .

.


2" ANCHOR BOLT



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0' - 2"

0' -

0 3/

4"0'

- 6

1/32

"

3" = 1'-0"A4001




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10 9

/32"

0' -

8 9/

32"

0' -

5 1/

16"

0' - 10 5/32"





2" ANCHOR BOLT

3" METAL DECKING






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3" STEEL ANGLE

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RETURN AIR DUCT

SUPPLY AIR DUCT

POOL HVAC

BASEMENT HVAC


Scale

Date

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Checked By

Project Number


7/31

/201

3 9:

51:3

0 AM

A800

Systems Diagrams

Adam Bugele

BNIM Studio

CheckerAuthor8/6/13

Summer 2013




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CIP CONCRETE WALL

CIP FOUNDATION WALL

FOOTING

PRECAST CONCRETE BEAM

CONCRETE SHEAR WALL

CONCRETE SHEAR WALL

100' LONG SPAN TRUSS


FLOOR JOIST

SHEAR BRACE FRAME

STEEL GIRDER

WIDE-FLANGE COLUMN

RETURN AIR DUCT

SUPPLY AIR DUCT

POOL HVAC

BASEMENT HVAC


Date

Drawn By

Project Number


Systems Diagrams

Adam Bugele

BNIM Studio

Author8/6/13

Summer 2013A800

1 Structural System - Concrete Slabs


A8002 Structural System - Steel



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Ground Level0' - 0"

Level 412' - 0"



Level 519' - 0"

Level 625' - 6"

Level 732' - 0"

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COMPACTED GRAVEL

4" DRAIN PIPE

FOUNDATION SLAB

6 MIL VAPOR BARRIER



INTERIOR STAIR

4" SLAB ON GRADE

2.5" X 5" MULLION

5' X 10' CURTAIN WALL SYSTEM

W10X49 WIDE FLANGE COLUMN

2.5"X 5" LIGHT FRAME STEEL HEADERS

2' CONCRETE FLOOR SLAB


2' X 5' TAKTL PANEL


EXTRUDED ALUM. T- PROFILEVERTICAL RAIL


EXTRUDED ALUM. C-CLIP

EXTRUDED ALUM. C-PROFILE HORIZONTAL RAIL

WATERPROOF MEMBRANE

8' STEEL TRUSS-GIRDER

6" X 12" STEEL FLOOR JOIST

1/4" THICK PERFORATED STEEL RAMP

3.5' TALL STEEL PIPE GUARDRAIL



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COMPACTED GRAVEL

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FOUNDATION SLAB

6 MIL VAPOR BARRIER



1" RUBBER FLOORING

4" SLAB ON GRADE

2.5" X 5.625" MULLION

250 SERIES MANKO CURTAIN WALL

5' X 10' DOUBLE GLAZED CURTAIN PANEL

1.5" X 2.5" STEEL ROCKWALL DIAPHRAGM



1/4" STEEL DROPPED CEILING HANGER


ROANO STEEL LOUVER



3/4" WOOD FLOORING

8" X 16" STEEL JOIST GIRDER




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12"1/8" ROOF SLOPE .

2A320


Scale

Date

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Project Number


1/2" = 1'-0"

8/6/

2013

7:1

8:35

AM

A300

Wall Sections

Adam Bugele

BNIM Studio

BNIMAdam Bugele

8/6/13Summer 2013

1/2" = 1'-0"A3001 West Wall Section

1/2" = 1'-0"A3002 North Wall Section



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ASSEMBLY 1:- steel truss-girders- floor/roof beams- metal decking

ASSEMBLY 2:- light framing

ASSEMBLY 3:- sheathing

ASSEMBLY 4:- weather proofing- glazing- rainscreen structure

ASSEMBLY 5:- stone wool insulation

ASSEMBLY 6:- rainscreen- interior flooring

ASSEMBLY 7:- rockwall structure- rubber flooring

ASSEMBLY 8:- translucent fiber glass panels

SECTION EXPLOSION

STRUCTURE - CONCRETE SLABS

STEEL FRAMING

MECHANICAL SYSTEM

CIRCULATION

Vertical

Horizontal

CONSTRUCTION DOCUMENTS

2

The Bowman Forum is a 3rd year scholarship competition sponsored by Bowman Bowman Novick Inc. The purpose of this scholarship is to showcase the best work of a select few students, which in their 3rd year have begun to develop what it means to be an architect.

The KSU Women’s Rowing facility was the building chosen to test the design skills of 3rd year students. This design was driven by a rigorous process to integrate a cohesive building design that would allow climate conditions, form, space, structure and enclosure to exist as one vernacular archetype. This archetype was taken from the surrounding reservoir water control towers. These tall, monumental structures seem to pierce the water with tremendous force yet simultaneously float weightlessly atop the water’s crest.

PLYNTH-RESPONSE TO SITE

UNEARTHED VOLUME-RESPONSE TO CLIMATE ON E-W AXIS

SPATIAL MASSING AND VOIDING

RESOLVED RESPONSE

AERIAL PERSPECTIVE

Tuttle Creek Reservoir, Manhattan, KS

INITIAL MASSING SKETCH

Entry view to team meeting and lounge.

Third level view to row tank and lake beyond.

1st LEVEL

2nd LEVEL

3rd LEVEL

4th LEVEL

Three vertical circulation cores anchor the scheme to prevent the weightlessness of the facades to float away. Circulation through servant and served spaces is resolved with a celebratory stair, which mimics the building’s notion of filigree upon plynth.

Structural Insulated Panels (SIPs) act as a secondary structural system by taking shear forces caused by the primary mortice and tenon structural system.

Entry view looking northwest

South Elevation

View southeast from cove

The concrete plynth serves as a structural foundation for the filigree structure to prop itself upon. These two systems co-exist through spatial implications.

A southern facing shading device was developed to block summer solar gain as well as create an aesthetic to allow the filigree construct to appear weightless upon the earth-integrated plynth.

The openness of the building’s scheme along with the atrium allows for good cross and stack ventilation.

SECTION PERSPECTIVE

Timber in the City: Urban Habitats Competition challenged the design of a mid-rise, mixed-use complex with affordable housing units, a job training/educational facility, a center for innovative manufacturing of wood technology, and a distribution center. The project site is in Red Hook, Brooklyn; a neighborhood in some flux, cut off from much of Brooklyn geographically, yet increasingly vibrant since its earlier years as a stockyard and center of sea trade.

The competition challenged designers to interpret, invent, and deploy numerous methods of building systems, with a focus on innovations in wood design and technologies on a real site. For thousands of years, solid wood has been used as a building material from Japan all the way to Scandinavia. Timber is an ideal green building material: it is well suited for a broad range of structural and aesthetic applications, it offers high performance characteristics; and wood is an economic driver to maintain forests and protect jobs in our communities.

TENSEGRAL TECTONICS

3

Residential Tower

Wood Production

Digital Fabrication

Bike Share + Shop

Mixed-Use ProgramSpatial Realms

Residential

Communal

Manufacturing

Aerial view south towards manufacturing and tensile green roof.

Communal amphitheater to habitable green roof. Interior view to 2nd floor digital fabrication.

TENSEGRITY; meaning the property of skeleton structures that employ continuous tension members and discontinuous compression members in such a way that each member operates with the maximim efficiency and economy. ‘Tensional integrity’ works a lot like the muscles and bones of the body. The intent of innovating wood to accomodate an urban environment seemed appropriate for such an idea as tensegrity; it’s a RADICAL IDEA which has been played out in much success and detail for the Red Hook neighborhood’s new residential tower.

Brooklyn BridgeManhattan IslandGovernor’s IslandEllis Island

Statue of Liberty

New Jersey

Red Hook, Brooklyn, NY

Ground Level

2nd Level

3rd Level

Site Model

Residential Tower

Wood Production

Digital Fabrication

Bike Share + Shop

Mixed-Use ProgramSpatial Realms

Residential

Communal

Manufacturing

Aerial view south towards manufacturing and tensile green roof.

Communal amphitheater to habitable green roof. Interior view to 2nd floor digital fabrication.

TENSEGRITY; meaning the property of skeleton structures that employ continuous tension members and discontinuous compression members in such a way that each member operates with the maximim efficiency and economy. ‘Tensional integrity’ works a lot like the muscles and bones of the body. The intent of innovating wood to accomodate an urban environment seemed appropriate for such an idea as tensegrity; it’s a RADICAL IDEA which has been played out in much success and detail for the Red Hook neighborhood’s new residential tower.

Brooklyn BridgeManhattan IslandGovernor’s IslandEllis Island

Statue of Liberty

New Jersey

Red Hook, Brooklyn, NY

Ground Level

2nd Level

3rd Level

CONCRETE FLOOD PLAIN PEDESTAL

GLULAM COLUMN

BEAM-STRUT TO CLT FLOOR SLABS


CLT PANEL SYSTEM

TENSEGRAL GREEN ROOF

Interior lobby atrium to residential tower

STUDIO

STUDIO +

1 BD

2 BD

3BD

TYPICAL FLOOR PLANCOLUMN-STRUT WOOD TENSEGRITY

BEAM-STRUT

Unit Design Wood Tectonics

STRUCTURAL CONCEPT: TENSEGRITY

SECTION PERSPECTIVE


GLULAM COLUMN

BEAM-STRUT TO CLT FLOOR SLABS


CLT PANEL SYSTEM

TENSEGRAL GREEN ROOF

Interior lobby atrium to residential tower

STUDIO

STUDIO +

1 BD

2 BD

3BD

TYPICAL FLOOR PLANCOLUMN-STRUT WOOD TENSEGRITY

BEAM-STRUT

Unit Design Wood Tectonics

STRUCTURAL CONCEPT: TENSEGRITY

SECTION PERSPECTIVE

The Artist Colony was a group project meant to give each student collaborative experience similar to what is common practice in the profession.

Located in the woods of New Boston, NY this retreat campus for artists included a public exhibition space, black box theater, residence cabins, art studios, communal dining center and research library. I was design lead on the research library.

The conceptual importance of the library is to provide a ‘beacon of light’ on the campus. In the woods it can become very dark at night so the library’s significance was not only symbolically redeeming itself as the center of knowledge, but as a lantern to enlighten inspiration within the creative minds it serves.

4

10’ CANTILEVERED WALL SECTION

1/2” DIA. HORIZONTAL WIRE CHASE CENTERED

5/8” GYPSUM BOARD

1/2” STEEL PLATE

2X CAP PLATE RIPPED TO WIDTH OF PANEL

FLOOR JOIST

SUBFLOORRIM BOARD

GIRDER

INSULATION

10’ x 15’ SIP PANEL

51/2” WOOD LOUVER FACADE

1’ DEEP BOOK STACKS

WOOD FLOORING

The center piece or ‘beacon of light’ acts as a nucleus for light and activity within the library; a lantern for reading. Two solid concrete slabs sandwich the central light source in order to protect rare books from direct artificial light. Vertical wood slats splay out from the concrete to diffuse the lantern light softly into the surrounding interior volume; a pleasant environment for reading.

Light is controlled very carefully in order to protect the books from direct daylighting. These solid facade panels, which sandwich every corner of the library’s stacks, only allow light in through slits placed between each corner stack to ensure complete protection from direct daylight.

NORTH ELEVATION

STRUCTURE, SPACE, ENCLOSURE

PATH TERMINATION

The mostly skeletal structure suggests spatial clarity within the stacks. Space within the columns is designated for openness yet allows spontaneous moments to read. Space outside the columns is completely cantilevered to give the reader a sense of adventure similar to climbing a tree for a special reading spot.

ENTRY

STACKS LOFT

RECEPTION

LOBBY

STACKS CATWALK

WEST ELEVATION

The aTa (Area Transportation Agency) bus stop was a theoretical project for the benefit of the city of Manhattan, KS. At the time this public transportation service was exploding yet lacking proper bus shelters throughout the city.

This design incorporates tectonics as an outgrowth of its formal, spatial and aesthetic implications into one whollistic piece. Using a simple and prefabricated kit of parts this bus shelter could easily be propped up in a matter of hours.

PV panels are installed onto the structure to provide shelter and enough energy to keep the electronic bus schedule running. Seating is designated to each ‘pod’ within the shelter to allow for a sense of security or privacy.

5

THANK YOU

636.667.2153

[email protected]

Documents

Design Portfolio