Work Sample

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ADAM L. BUGELE DESIGN PORTFOLIO


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.

SPATIAL SLIPPAGE

BREAK ALLOWS DAYLIGHT, VIEWS, & CIRCULATION

SHIFT SEPARATES FUNCTIONS

STUDIO POOL

1



TRANSLUCENT FIBERGLASS

ROUGH GRAY TAKTL

WRAPPING

=

+

PRODUCED BY AN AUTODESK STUDENT PRODUCT

ZAHNER INC. ROANA ZINC

SLIPPING

MATERIAL MAPPING

Crossroads, Kansas City, Missouri

Sampling the color palette of the context influenced facade material choices.

CARVING

2 1 A801 A300 2 A250

MULTIPURPOSE

AEROBICS

Level 7 32' - 0"

STUDIO

CLIMBING CANYON

STUDIO

CROSS SECTION

LOBBY OFFICE

Level 6 25' - 6"

INTERIOR POOL EXTERIOR

MEMBER PARKING

Level 5 19' - 0"

Level 4 12' - 0"

PARKING

Ground Level 0' - 0"

Below Grade 2 -12' - 0"

Below Grade 1 -24' - 0"


PRODUCED BY AN AUTODESK STUDENT PRODUCT

B

C

22 GUAGE ROANO STEEL PANEL EXTRUDED ALUM. T-PROFILE RAIL

22 GUAGE ROANO ZINC RAINSCREEN

.

1 A400

3.5" POLYSTYRENE ROOF INSULATION .

1/8" ROOF SLOPE

45' - 2 9/32"

3" METAL ROOF DECKING

.

.

EXTRUDED ALUM. WALL CLIP 12' - 5 1/4"

.

.

2" ANCHOR BOLT

7" X 14" CASTELLATED STEEL ROOF BEAM

.

3/4" PLYWOOD SHEATING .

4 A400

.

2 A400

.

R

.

9" BO

.

.

3/4" PLYWOOD SHEATING

3.5" STONE WOOL INSULATION

.

PRODUCED BY AN AUTODESK STUDENT PRODUCT 3" METAL DECKING

A320 2

6mm VAPOR/WEATHER BARRIER

DOUBLE

0' - 5 1/16"

.

5/8" GYPSUM BOARD 1.75" X 3.5" ALUM. LIGHT GAGE STUD

Crossroads Wholebody Center

.

3.5" POLYSTYRENE ROOF INSULATION

.

2

.

3" STEEL ANGLE

www.autodesk.com/revit

.

1' - 10 9/32"

3" METAL ROOF DECKING 7" X 14" CASTELLATED STEEL ROOF BEAM

3.5" POLYSTYRENE ROOF INSULATION

12"

A1

.

.

0' - 8 9/32"

A

22 GUAGE ROANO ZINC RAINSCREEN

8" WIDE STEEL SHEER BRACE

.

T-PROFILE - ROANO PANEL HANGING CONNECTION

.

5/8" GYPSUM BOARD .

1.75" X 3.5" U-CHANNEL STUD

Level 7 32' - 0"

1/2" BOLT

.

A

.

1 14" CASTELLATED BEAM

.

WOOD HEADER

EXTRUDED ALUM. T-PROFILE RAIL

R-13 FIBERGLASS INSULATION INTUMESCENT PAINT

.

14" CASTELLATED BEAM

.

.

.

100' DEEP LONG SPAN STEEL TRUSS

.

.

INTUMESCENT PAINT

1.75" X 3.5" ALUM. LIGHT GAGE STUD

.

.

250 SERIES MANKO CURTAIN WALL

.

5' X 10' DOUBLE GLAZED PANELSTUD 1.75" X 3.5"CURTAIN U-CHANNEL .

.

2.5" X 5.625" MULLION

.

3/8" CARRIAGE BOLT

.

.

3/4" PLYWOOD SHEATHING

.

0' - 10 5/32"

0' - 1 31/32"

.

6MM WEATHER/VAPOR BARRIER 3.5" STONE WOOL INSULATION AIR BARRIER 5/8" GYPSUM BOARD

1' - 0 1/2" .

.

1

.

A400

Steel Rainscreen Wall/Roof Transition 3" = 1'-0"

.

0' - 3 29/32" 0' - 1 31/32"

0' - 10 5/32" 1' - 0 1/2"

.

Level 6 25' - 6"

0' - 9"

0' - 5 1/16"

6" VERTICAL TRUSS WEB 6MM WEATHER/VAPOR BARRIER

1/4" wwwS

.

Level 4 12' - 0"

3.5" STONE WOOL INSULATION 1/4" THICK PERFORATED STEEL RAMP .

3" METAL FLOOR DECKING

AIR BARRIER

.

.

.

5/8" GYPSUM BOARD

1 A400

0' - 6"

0' - 5 25/32"

.

6" X 12" STEEL FLOOR JOIST

Steel Rainscreen Wall/Roof Transition 3" = 1'-0"

.

8' STEEL TRUSS-GIRDER

0' - 2"

1' - 1 1/2"

.

T

Level 5 19' - 0"

U-C

WATERPROOF MEMBRANE

.

EXTRUDED ALUM. C-CLIP

EXTRUDED ALUM. C-PROFILE HORIZONTAL RAIL

3

A

.

A400

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

2 A401

No.

Description

Date

3

.

.

3/4" WOOD FLOORING .

.

3" METAL DECKING

0' - 2"

Level 7 32' - 0"

Level 4 12' - 0"

.

EXTRUDED ALUM. WALL CLIPT-PROFILE RAIL EXTRUDED ALUM.

0' - 10 5/32" 0' - 6"

.

5 A400

6M

.

22ALUM. GUAGE ROANO STEEL PANEL EXTRUDED T- PROFILE VERTICAL RAIL

5' TAKTL PANEL 2" ANCHOR 1.75"2'XX3.5" ALUM. LIGHT GAGE STUD BOLT .

.

.

3.5" STONE WOOL INSULATION

.

3/4"STUD PLYWOOD 1.75" X 3.5" U-CHANNEL .

1/4" STEEL DROP-CEILING HANGER

2

.

.

.

6mm VAPOR/WEATHER BARRIER 1/4" STEEL DROP-CEILING HANGER

2" ANCHOR BOLT

.

3/8" CARRIAGE BOLT 5/8" GYPSUM BOARD GYPSUM BOARD 2' CONCRETE FLOOR5/8" SLAB WOOD HEADER 3/4" WOOD FLOORING 2.5"X 5" LIGHT FRAME STEEL HEADERS STEEL CHANNEL KICKER 3" STEEL ANGLE 8" X 16" WIDE-FLANGE BEAM .

Ground Level 0' - 0"

Exterior pool deck

.

.

.

.

.

.

.

.

T-PROFILE - ROANO P

Level 7 32' - 0"

MANK

.

Below Grade 2 -12' - 0"

3" METAL DECKING T-PROFILE ALUMINUM RUNNER .

.

.

Adam Bugele

Ground Level 0' - 0"

.

U-CHANNEL ALUMINUM RUNNER 3/4" PLYWOOD SHEATHING

.

.

W10X49 WIDE FLANGE COLUMN

1.5" FLATHEAD SCREW 6MM WEATHER/VAPOR BARRIER

1" THICK

.

2.5" X 5" MULLION

5' X 10' CURTAIN WALL SYSTEM

.

.

A

.

.

.

.

AIR BARRIER 3.5" STONE INTERIOR STAIR WOOL INSULATION

Below Grade -12' - 0" 2

BNIM Studio

.

.

6 MIL VAPOR BARRIER

.

.

.

Wall Sections

L-ANGLE BOLTED CONNECTION

.

12" CONCRETE FOUNDATION

2" POLYSTYRENE INSULATION

.

22 GUAGE ROANO STEEL PANEL

.

EXTRUDED T-PROFILE RAIL 1/2" BOLT

.

ROCKWAL

2' - 3 1/32"

2" POLYSTYRENE INSULATION

24' - 0"

.

3/4" PLYWOOD SHEATHING 3.5" STONE WOOL INSULATION 4" SLAB ON GRADE 6MM WEATHER/VAPOR BARRIER

.

1.5" X 2.5" ST

.

6 MIL VAPOR BARRIER

3/8" LAG SCREW EXTRUDED ALUM. WALL CLIP

0' - 10 5/32"

12" CONCRETE FOUNDATION EXTRUDED ALUM.BEAM WALL CLIP 7" X 14" WIDE-FLANGE

FOUNDATION SLAB

.

.

.

.

.

3" STEEL ANGLE

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

.

Below Grade 1 -24' - 0"

4" DRAIN PIPE

.

T-PROFILE - ROANO PANEL HANGING CONNECTION

Level 7 32' - 0"

36" X 12" CONCRETE FOOTING

.

3" METAL DECKING

1 A300

.

3/4" PLYWOOD SHEATHING

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

0' - 5 5/8"

.

MANKO 250 SERIES CURTAIN WALL

.

Scale

4

.

1" THICK INSULATED DOUBLE GLAZING

.

A400

1.5" FLATHEAD SCREW BNIM

A300

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

4"

.

1/2" = 1'-0"

6MM

2

.

AIR BARRIER

.

.

.

1/2" BOLT

EXTRUDED ALUM. WALL CLIP

2

.

L-ANGLE BOLTED CONNECTION

ROCKWALL STEEL DIAPHRAGM BRACE 1.5" X 2.5" STEEL ROCKWALL DIAPHRAGM

A400

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

0' - 5 5/8" 0' - 1"

.

.

Adam

.

T-PROFILE DROPCEILING RUNNER

.

.

7" X 14" WIDE-FLANGE BEAM .

T-PROFILE - ROANO PANEL HANGING CONNECITON

U-CHANNEL DROPCEILING RUNNER

1" THICK INSULATED DOUBLE GLAZING .

0' - 2 7/8"

3.5" STONE WOOL INSULATION

2' - 3 1/32"

6MM WEATHER/VAPOR BARRIER

PRODUCED BY AN AUTODESK STUDENT PRODUCT

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

Below Grade 1 -24' - 0"

0' - 0 3/4"

3/4" WOOD FLOORING

2

Drawn By

.

3/8" CARRIAGE BOLT 100' LONG SPAN STEEL TRUSS

MANKO

8/6/13 Adam Bugele

.

FOUNDATION SLAB

.

.

.

Date

.

.

2" ANCHOR BOLT

.

5/8" GYPSUM BOARD

A300

T-PROFILE - ROANO PANEL CONNECITON 22HANGING GUAGE ROANO ZINC PANEL COMPACTED GRAVEL

1/4" STEEL DROP-CEILING HANGER

.

.

3/8" CARRIAGE BOLT

36" X 12" CONCRETE FOOTING

.

.

1" THICK D I

U-CHANNEL DROPSummer 2013 CEILING RUNNER

Project Number

.

1.75" X 3.5" U-CHANNEL STUD 4" DRAIN PIPE

.

.

0' - 6" .

0' - 6 1/32"

0' - 2"

.

.

No.

T-PROFILE DROPCEILING RUNNER

.

.

.

1" RUBBER FLOORING

8/6/2013 7:18:35 AM

COMPACTED GRAVEL

EXTRUDED ALUM. T-PROFILE RAIL 1.75" X 3.5" ALUM. LIGHT GAGE STUD

Crossroads SECTION EXPLOSION WholebodyCONSTRUCTION DOCUMENTS Center

.

MANKO 250 SERIES CURTAIN WALL

.

.

4" CONCRETE SLAB ON GRADE 100' LONG SPAN STEEL TRUSS

0' - 6 1/32"

Lobby entrance view to climbing canyon

.

.

0' - 0 3/4"

L-ANGLE BOLTED CONNECTION

Level 6 25' - 6"

.

9" BOTTOM TRUSSSHEATHING BEAM-CHORD 3/4" PLYWOOD

2' - 3 1/32"

1/2" BOLT

.

.

.

0' - 0 3/4"

.

.

.

ROANO STEEL TUBE LOUVER 3/8" CARRIAGE BOLT

11' - 9 3/4"

.

.

1.75" X 3.5"3/16" U-CHANNEL STUD CARRIAGE BOLT

12' - 0"

3" STEEL ANGLE T-PROFILE - ROANO PANEL HANGING CONNECTION

.

15' - 9"

3" METAL DECKING

.

1.75" X 3.5" ALUM. LIGHT GAGE STUD

.

L-ANGLE 1.75" X 3.5" ALUM. LIGHT GAGE STUD BOLT CONNECTION 0' - 8 9/32"

.

2" ANCHOR BOLT

2' - 10 27/32"

.

.

1' - 10 9/32"

20' DEEP LONG SPAN STEEL TRUSS

5' - 2 1/4"

24' - 0 1/8"

.

.

PRODUCED BY AN AUTODESK STUDENT PRODUCT

45' - 0 3/4"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

.

4" SLAB ON GRADE

Cross Whole Cente

0' - 0 3/4" .

THICK CROSS-BRACE 1.75" X 3.5" DOUBLED U-CHANNEL3/4" STUD

Level 6 25' - 6"

5/8" GYPSUM BOARD

1" RUBBER FLOORING

Level 7 32' - 0"

1' - 0 3/8"

.

45' - 2 9/32"

.

EXTRUDED ALUM.LOUVER WALL CLIP ROANO STEEL

1.5" X 2.5" STEEL ROCKWALL DIAPHRAGM

A .

.

3.5" POLYSTYRENE ROOF INSULATION

2' X 5' TRANSLUCENT FIBER GLASS PANEL

.

.

100' DEEP LONG SPAN STEEL TRUSS

13' - 11 31/32"

1/4" STEEL DROPPED CEILING HANGER

.

.

A401

1/4" THICK PERFORATED STEEL LANDING

3 A400

.

U-CHANNEL DROPPED CEILING RUNNER

.

3.5' TALL STEEL PIPE GUARDRAIL L-ANGLE BOLTED CONNECTION .

22 GUAGE ROANO STEEL PANEL 8" X 16" STEEL JOIST GIRDER

0' - 2" 0' - 4"

3" METAL FLOOR DECKING

.

8' - 0 5/8"

.

3/4" WOOD FLOORING

.

1.5" FLATHEAD SCREW

Ground Level 0' - 0"

BNI

.

.

6MM WATERPROOFING BARRIER

.

D

12" CONCRETE FOUNDATION

.

2" POLYSTYRENE INSULATION

ESK STUDENT PRODUCT

.

www.autodesk.com/revit

GRAVEL

.

Project Number Date Drawn By 2 A400

5

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

A400

Foundation/Curtain Wall/Climbing Wall Detail 3" = 1'-0"

Checked By

Scale

PRODUCED BY AN AUTODESK STUDENT PRODUCT

Exterior pool deck

PRODUCED BY AN AU

View down atop climbing canyon face

Lobby entrance view to climbing canyon

A


2 RESOLVED RESPONSE

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.

SPATIAL MASSING AND VOIDING

UNEARTHED VOLUMERESPONSE TO CLIMATE ON E-W AXIS

PLYNTH-RESPONSE TO SITE



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

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.

The openness of th along with the atrium and stack ventilation.

A southern facing developed to block s well as create an ae filigree construct to ap the earth-integrated pl

The concrete plynth s foundation for the filig itself upon. These t through spatial implica

Tuttle Creek Reservoir, Manhattan, KS

INITIAL MASSING SKETCH

AERIAL PERSPECTIVE


he building’s scheme allows for good cross

shading device was summer solar gain as esthetic to allow the ppear weightless upon lynth.

serves as a structural gree structure to prop two systems co-exist ations.

Entry view looking northwest

View southeast from cove


3

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.



THANK YOU 636.667.2153 buges@ksu.edu


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