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
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1 A400
3.5" POLYSTYRENE ROOF INSULATION .
1/8" ROOF SLOPE
45' - 2 9/32"
3" METAL ROOF DECKING
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EXTRUDED ALUM. WALL CLIP 12' - 5 1/4"
.
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2" ANCHOR BOLT
7" X 14" CASTELLATED STEEL ROOF BEAM
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3/4" PLYWOOD SHEATING .
4 A400
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2 A400
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R
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9" BO
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.
3/4" PLYWOOD SHEATING
3.5" STONE WOOL INSULATION
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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
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3.5" POLYSTYRENE ROOF INSULATION
.
2
.
3" STEEL ANGLE
www.autodesk.com/revit
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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
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WOOD HEADER
EXTRUDED ALUM. T-PROFILE RAIL
R-13 FIBERGLASS INSULATION INTUMESCENT PAINT
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14" CASTELLATED BEAM
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.
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100' DEEP LONG SPAN STEEL TRUSS
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INTUMESCENT PAINT
1.75" X 3.5" ALUM. LIGHT GAGE STUD
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250 SERIES MANKO CURTAIN WALL
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5' X 10' DOUBLE GLAZED PANELSTUD 1.75" X 3.5"CURTAIN U-CHANNEL .
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2.5" X 5.625" MULLION
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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
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.
.
.
.
.
.
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T-PROFILE - ROANO P
Level 7 32' - 0"
MANK
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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
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2.5" X 5" MULLION
5' X 10' CURTAIN WALL SYSTEM
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.
A
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.
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AIR BARRIER 3.5" STONE INTERIOR STAIR WOOL INSULATION
Below Grade -12' - 0" 2
BNIM Studio
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6 MIL VAPOR BARRIER
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.
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Wall Sections
L-ANGLE BOLTED CONNECTION
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12" CONCRETE FOUNDATION
2" POLYSTYRENE INSULATION
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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
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1.5" X 2.5" ST
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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
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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
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3/8" CARRIAGE BOLT 100' LONG SPAN STEEL TRUSS
MANKO
8/6/13 Adam Bugele
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FOUNDATION SLAB
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Date
.
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2" ANCHOR BOLT
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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
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.
1" THICK D I
U-CHANNEL DROPSummer 2013 CEILING RUNNER
Project Number
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1.75" X 3.5" U-CHANNEL STUD 4" DRAIN PIPE
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.
0' - 6" .
0' - 6 1/32"
0' - 2"
.
.
No.
T-PROFILE DROPCEILING RUNNER
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.
.
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
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.
.
0' - 0 3/4"
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.
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ROANO STEEL TUBE LOUVER 3/8" CARRIAGE BOLT
11' - 9 3/4"
.
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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