ADAM L. BUGELE DESIGN PORTFOLIO
ADAM L. BUGELE|KANSAS STATE UNIVERSITY 636.667.2153|buges@ksu.edu|114 Washington Heights Dr., Washington, MO, 63090
"Light must always win" -Maurice Smith
WholeBody Center KSU Row House
CURRICULA INDEX 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.
SPATIAL SLIPPAGE
BREAK ALLOWS DAYLIGHT, VIEWS, & CIRCULATION
SHIFT SEPARATES FUNCTIONS
STUDIO POOL
1
2 1 A801 A300 2 A250
MULTIPURPOSE
TRANSLUCENT FIBERGLASS
ROUGH GRAY TAKTL
EXTERIOR
MEMBER PARKING PARKING
CROSS SECTION
Section 1 1/8" = 1'-0"
ZAHNER INC. ROANA ZINC
1 A250
MATERIAL MAPPING Sampling the color palette of the context influenced facade material choices.
LOBBY OFFICE
INTERIOR POOL
PRODUCED BY AN AUTODESK STUDENT PRODUCT
1
STUDIO
Level 7 32' - 0" Level 6 25' - 6" Level 5 19' - 0"
Level 4 12' - 0" 1 A104
Level 5 1/8" = 1'-0"
1 A320
+
Below Grade 2 -12' - 0"
CARVING Below Grade 1 -24' - 0"
2 A250
=
SLIPPING
1--A300
A201
Section 2 1/8" = 1'-0"
Central St.
WRAPPING
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Ground Level 0' - 0"
PRODUCED BY AN AUTODESK STUDENT PRODUCT
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Crossroads, Kansas City, Missouri
A250
AEROBICS
CLIMBING CANYON
STUDIO
Crossroads Wholebody Center www.autodesk.com/revit Level 7 32' - 0" Level 6 25' - 6" Level 5 19' - 0"
Level 4 12' - 0"
Ground Level 0' - 0" PRODUCED BY AN AUTODESK STUDENT PRODUCT
Below Grade 1 -24' - 0"
1 A250
No.
Description
Date
OPEN TO BELOW ---
STUDIO
PRODUCED BY AN AUTODESK STUDENT PRODUCT
INTERIOR LAP POOL HOT TUB
LOCKER ROOMS
POOL DECK 90 DEG. PIVOTING CURTAIN WALL A200
EXTERIOR LAP POOL
HOT TUB
W 19th St.
1
Adam Bugele
A250
BNIM Studio
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Building Sections
OPEN TO BELOW
DN
RECEPTION
Project Number YOGA/PILATES
VESTIBULE
Date Drawn By Checked By
PARKING Scale
Summer 2013 8/6/13 Author Checker
A250
1/8" = 1'-0"
8/6/2013 8:29:38 AM
2nd LEVEL
EXISTING BUILDING A202
GROUND LEVEL
View down atop climbing canyon face
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Lobby entrance view to climbing canyon
Below Grade 2 -12' - 0"
Exterior pool deck
PRODUCED BY AN AUTODESK STUDENT PRODUCT
Vertical
22 GUAGE ROANO ZINC RAINSCREEN
.
3.5" POLYSTYRENE ROOF INSULATION .
Horizontal
3" METAL ROOF DECKING 7" X 14" CASTELLATED STEEL ROOF BEAM
Crossrods Wholebody Center
TELLATED ROOF BEAM
.
5/8" GYPSUM BOARD
.
1.75" X 3.5" ALUM. LIGHT GAGE STUD
.
3/4" PLYWOOD SHEATING .
6mm VAPOR/WEATHER BARRIER
.
PRODUCED BY AN AUTODESK STUDENT PRODUCT
www.autodesk.com/revit
.
3.5" STONE WOOL INSULATION
.
1.75" X 3.5" U-CHANNEL STUD
.
3/4" WOOD FLOORING .
3" METAL FLOOR DECKING
.
8" X 16" STEEL JOIST GIRDER
.
WOOD HEADER .
1/4" STEEL DROPPED CEILING HANGER
U-CHANNEL DROPPED CEILING RUNNER
.
.
5/8" GYPSUM BOARD
PRODUCED BY AN AUTODESK STUDENT PRODUCT
CIRCULATION
PRODUCED BY AN AUTODESK STUDENT PRODUCT
RETURN AIR DUCT
SUPPLY AIR DUCT
No.
BASEMENT HVAC
Description
PRODUCED BY AN AUTODESK STUDENT PRODUCT
.
Date
POOL HVAC
ROANO STEEL LOUVER
.
20' DEEP LONG SPAN STEEL TRUSS
.
2' X 5' TRANSLUCENT FIBER GLASS PANEL 1.5" X 2.5" STEEL ROCKWALL DIAPHRAGM
.
.
250 SERIES MANKO CURTAIN WALL
.
5' X 10' DOUBLE GLAZED CURTAIN PANEL
.
2.5" X 5.625" MULLION
.
4" SLAB ON GRADE 1" RUBBER FLOORING
.
.
Adam Bugele PRODUCED BY AN AUTODESK STUDENT PRODUCT
BNIM Studio
2" POLYSTYRENE INSULATION
.
Systems Diagrams
MECHANICAL SYSTEM
Mechanical System
.
Summer 2013 8/6/13 Author Checker
Project Number
A800
.
12" CONCRETE FOUNDATION
Date Drawn By Checked By
A800
Scale
COMPACTED GRAVEL
.
Crossrods Wholebody Center
7/31/2013 9:51:30 AM
3
6 MIL VAPOR BARRIER
1" RUBBER FLOORING
.
4" DRAIN PIPE 36" X 12" CONCRETE FOOTING
100' LONG SPAN TRUSS www.autodesk.com/revit FLOOR JOIST
2
SECTION EXPLOSION
STEEL GIRDER
A300
North Wall Section 1/2" = 1'-0"
CASTELLATED ROOF BEAM
PRODUCED BY AN AUTODESK STUDENT PRODUC SHEAR BRACE FRAME
Structural System - Steel
STEEL FRAMING
RETURN AIR DUCT
SUPPLY AIR DUCT CONCRETE SHEAR WALL
No.
BASEMENT HVAC
Description
Date
POOL HVAC
CONCRETE SHEAR WALL FOOTING CIP FOUNDATION WALL
PRECAST CONCRETE BEAM
1 A800
Structural System - Concrete Slabs
CIP CONCRETE WALL
STRUCTURE - CONCRETE SLABS 3
A800
Mechanical System
ASSEMBLY 1: - steel truss-girders - floor/roof beams - metal decking
ASSEMBLY 2: - light framing
Adam Bugele BNIM Studio
ASSEMBLY 3: - sheathing
Systems Diagrams Project Number Date Drawn By
Summer 2013 8/6/13 Author
PRODUCED BY AN AUTODESK STUDENT PRODUCT
WIDE-FLANGE COLUMN 2 A800
.
FOUNDATION SLAB
ASSEMBLY 4: - weather proofing - glazing - rainscreen structure
.
.
C
1
2 A
22 GUAGE ROANO STEEL PANEL .
22 GUAGE ROANO ZINC RAINSCREEN
A
.
22 GUAGE ROANO STEEL RAIL PANEL EXTRUDED ALUM. T-PROFILE .
Crossroads Wholebody Center
12" 1/8" ROOF SLOPE
3.5" POLYSTYRENE ROOF INSULATION
.
12' - 5 1/4"
3" METAL ROOF DECKING
7" X 14" CASTELLATED STEEL ROOF BEAM
A320 2
.
EXTRUDED ALUM. RAIL 3.5" POLYSTYRENE ROOFT-PROFILE INSULATION .
.
45' - 2 9/32" 3.5" POLYSTYRENE ROOF INSULATION .
45' - 2 9/32"
EXTRUDED ALUM. WALL CLIP
0' - 5 1/16"
1 A400
.
.
EXTRUDED ALUM. WALL CLIP 2" ANCHOR BOLT
.
0' - 5 1/16" 0' - 8 9/32"
B
.
.
2" ANCHOR BOLT 3" METAL DECKING
0' - 8 9/32"
A
.
.
3" METAL STEEL ANGLE 3" DECKING .
.
2 A400
1' - 10 9/32"
3/4" PLYWOOD SHEATING 4 A400
STEEL ANGLE T-PROFILE - ROANO PANEL HANGING 3" CONNECTION .
.
8" WIDE STEEL SHEER BRACE
.
T-PROFILE - ROANO PANEL HANGING CONNECTION .
5/8" GYPSUM BOARD
1' - 10 9/32"
.
www.autodesk.com/revit
.
1/2" BOLT
Level 7 32' - 0"
.
L-ANGLE BOLTED CONNECTION 1/2" BOLT
.
.
L-ANGLE BOLTED CONNECTION 14" CASTELLATED BEAM
8' - 0 5/8"
.
3.5' TALL STEEL PIPE GUARDRAIL
.
.
.
.
100' DEEP LONG SPAN STEELPAINT TRUSS INTUMESCENT
.
.
1 A401
1/4" THICK PERFORATED STEEL LANDING
3 A400
14" CASTELLATED BEAM 100' DEEP LONG SPAN STEEL TRUSS
Level 7 32' - 0"
INTUMESCENT PAINT 1.75" X 3.5" ALUM. LIGHT GAGE STUD
.
.
.
6MMSTONE WEATHER/VAPOR BARRIER 3.5" WOOL INSULATION
.
11' - 9 3/4"
.
.
WATERPROOF MEMBRANE 15' - 9"
.
EXTRUDED ALUM. C-CLIP
.
EXTRUDED ALUM. C-PROFILE HORIZONTAL RAIL
.
EXTRUDED ALUM. T- PROFILE VERTICAL RAIL
.
EXTRUDED ALUM. WALL CLIP 5 A400
2' X 5' TAKTL PANEL
.
5/8" GYPSUM BOARD
.
A 22 GUAGE ROANO STEEL PANEL .
22 GUAGE ROANO STEEL PANEL EXTRUDED ALUM. T-PROFILE RAIL .
0' - 2"
.
RAIL 1.75" EXTRUDED X 3.5" ALUM.ALUM. LIGHTT-PROFILE GAGE STUD 2 A401
1.75" 1.75" X 3.5"XALUM. LIGHT GAGE STUD 3.5" U-CHANNEL STUD .
.
No.
Description
Date
1.75" X 3/8" 3.5" CARRIAGE U-CHANNEL STUD BOLT .
.
5/8"3/8" GYPSUM BOARD CARRIAGE BOLT .
.
3/4"5/8" WOOD FLOORING GYPSUM BOARD
.
.
STEELFLOORING ANGLE 3/4"3"WOOD .
3" METAL DECKING 3" STEEL ANGLE
.
.
.
0' - 10 5/32" 0' - 6"
.
.
3/4" PLYWOOD SHEATHING 6MM WEATHER/VAPOR BARRIER
.
.
.
6MM WEATHER/VAPOR BARRIER 3.5" STONE WOOL INSULATION
.
.
6mm VAPOR/WEATHER BARRIER
3.5" STONE WOOL AIRINSULATION BARRIER
.
Ground Level 0' - 0"
1/4" STEEL DROP-CEILING HANGER 2" ANCHOR BOLT 1/4" STEEL DROP-CEILING HANGER .
.
.
.
.
L-ANGLE BOLTED CONNECTION AIR BARRIER PRODUCED BY AN AUTODESK STUDENT PRODUCT .
2' CONCRETE FLOOR SLAB
12' - 0"
.
.
2.5"X 5" LIGHT FRAME STEEL HEADERS
L-ANGLE BOLTED CONNECTION 1/2" BOLT .
.
A
22 GUAGE ROANO STEEL PANEL
.
.
EXTRUDED ALUM. WALL CLIP 1/2" BOLT 7"EXTRUDED X 14" WIDE-FLANGE BEAM ALUM. WALL CLIP
Below Grade 2 -12' - 0"
A
.
.
1' - 0 3/8"
EXTRUDED ALUM. T-PROFILE RAIL
T-PROFILE - ROANO PANEL HANGING CONNECITON 7" X 14" WIDE-FLANGE BEAM
.
.
0' - 0 3/4"
BNIM Studio
.
.
45' - 2 9/32"
0' - 5 1/16"
.
.
6 MIL VAPOR BARRIER
.
2" ANCHOR BOLT
.
.
.
.
.
ROANO STEEL TUBE LOUVER
.
.
Date
3" STEEL ANGLE L-ANGLE BOLTED CONNECTION
.
Drawn By
.
T-PROFILE - ROANO PANEL HANGING CONNECTION FOUNDATION SLAB
1' - 10 9/32"
.
.
.
14" CASTELLATED BEAM
Checked By
.
Below Grade 1 -24' - 0"
4" DRAIN PIPE 100' DEEP LONG SPAN STEEL TRUSS
A300
Below Grade 1 -24' - 0"
.
.
INTUMESCENT PAINT 1/2" BOLT .
36" X 12" CONCRETE FOOTING
.
.
L-ANGLE BOLTED CONNECTION 1.75" X 3.5" ALUM. LIGHT GAGE STUD
Scale
.
.
Summer 2013 8/6/13 Adam Bugele BNIM
14" CASTELLATED BEAM 1.75" X 3.5" U-CHANNEL STUD
1/2" = 1'-0"
2 2
A400
West Wall Section 1/2" = 1'-0"
1' - 1 1/2"
.
3
Truss/Louver Overhang Connection 1 1/2" = 1'-0"
A400
0' - 5 25/32" 0' - 2"
Level 7 32' - 0"
.
3
.
A400
2" ANCHOR BOLT
.
0' - 6"
1' - 1 1/2"
3/4" WOOD FLOORING 3" METAL DECKING
.
100' DEEP LONG SPAN STEEL TRUSS 3/8" CARRIAGE BOLT INTUMESCENT PAINT 3/4" PLYWOOD SHEATHING
0' - 6"
0' - 5 25/32" 0' - 2"
6" VERTICAL TRUSS WEB
.
1 A300
Truss/Louver Overhang Connection 1 1/2" = 1'-0"
.
0' - 10 5/32"
0' - 1 31/32"
.
0' - 0 3/4"
3/4" PLYWOOD
.
.
1/4" STEEL DROP-CEILING HANGER .
1' - 0 1/2"
.
5/8" BOARD 3/4"GYPSUM WOOD FLOORING
.
.
Level 7 32' - 0"
.
WOOD HEADER 3" METAL DECKING .
.
.
AIR BARRIER 3/8" CARRIAGE BOLT
.
1
.
5/8" GYPSUM BOARD 3/4" PLYWOOD SHEATHING
.
A400
Steel Rainscreen Wall/Roof Transition 3" = 1'-0"
2" ANCHOR BOLT STEEL CHANNEL KICKER .
.
8" X 16" WIDE-FLANGE BEAM 3/4" PLYWOOD .
.
0' - 1 31/32"
.
0' - 10 5/32"
.
2' - 3 1/32"
3.5" 1.75" STONE WOOL INSULATION X 3.5" U-CHANNEL STUD
T-PROFILE ALUMINUM RUNNER 1/4" STEEL DROP-CEILING HANGER .
PRODUCED BY AN AUTODESK STUDENT PRODUCT
.
3.5" STONE WOOL INSULATION AIR BARRIER 5/8" GYPSUM BOARD
1' - 0 1/2"
U-CHANNEL ALUMINUM RUNNER 5/8" GYPSUM BOARD .
.
1.5" FLATHEAD WOODSCREW HEADER
.
.
.
.
1
A
A400
Steel Rainscreen Wall/Roof Transition 3" = 1'-0"
3/4" STEEL PLYWOOD SHEATHING CHANNEL KICKER
.
.
6MM WEATHER/VAPOR BARRIER 8" X 16" WIDE-FLANGE BEAM
.
.
.
2' - 3 1/32"
6MM WEATHER/VAPOR BARRIER
.
3.5" STONE WOOL INSULATION T-PROFILE ALUMINUM RUNNER .
U-CHANNEL ALUMINUM RUNNER
22 GUAGE ROANO STEEL PANEL
EXTRUDED T-PROFILE RAIL 1.5" FLATHEAD SCREW
.
.
.
.
EXTRUDED ALUM. T-PROFILE RAIL
0' - 2"
0' - 10 5/32"
A
.
3/8" LAG SCREW 3/4" PLYWOOD SHEATHING
.
.
0' - 6"
6MM WEATHER/VAPOR BARRIER EXTRUDED ALUM. WALL CLIP
.
.
.
1.75" X 3.5" ALUM. LIGHT GAGE STUD .
.
1.75" X 3.5" U-CHANNEL STUD
STONE WOOL INSULATION 22 3.5" GUAGE ROANO ZINC PANEL
1/4" STEEL DROP-CEILING HANGER
.
.
.
.
22 GUAGE3/8" ROANO STEEL BOLT PANEL CARRIAGE
2" ANCHOR BOLT
.
3/8" CARRIAGE BOLT EXTRUDED T-PROFILE RAIL
0' - 1" 0' - 3 11/16"
.
.
5/8" GYPSUM BOARD EXTRUDED ALUM. T-PROFILE RAIL .
T-PROFILE - ROANO PANEL HANGING 3/8" CONNECTION LAG SCREW
.
0' - 5 5/8"
.
0' - 10 5/32" 0' - 6"
3/4" WOOD FLOORING 1.75" X 3.5" ALUM. LIGHT GAGE STUD 3" STEEL ANGLE 1.75" X 3.5" U-CHANNEL STUD 3" METAL DECKING 3/8" CARRIAGE BOLT 3/4" PLYWOOD SHEATHING 5/8" GYPSUM BOARD .
Level 7 32' - 0"
0' - 0 3/4"
0' - 2"
.
.
.
.
EXTRUDED ALUM. WALL CLIP MANKO 250 SERIES CURTAIN WALL
.
.
.
1/4" STEEL DROP-CEILING HANGER
.
22 GUAGE ROANO ZINC PANEL 1" THICK INSULATED DOUBLE GLAZING
.
.
.
.
2" ANCHOR BOLT
3/8" CARRIAGE BOLT
4
Floor/Curtain Wall Connection 3" = 1'-0"
A400
0' - 1" 0' - 3 11/16"
.
.
0' - 5 5/8"
.
.
.
3.5" STONE WOOL 3"INSULATION STEEL ANGLE
Level 7 32' - 0"
0' - 0 3/4"
6MM WEATHER/VAPOR BARRIER 3/4" WOOD FLOORING
.
.
T-PROFILE - ROANO PANEL HANGING CONNECTION MANKO 250 SERIES CURTAIN WALL
.
.
0' - 5 5/8"
4
.
1" THICK STEEL INSULATED DOUBLEBRACE GLAZING ROCKWALL DIAPHRAGM .
AIR BARRIER 3" METAL DECKING
2' - 3 1/32"
PRODUCED BY AN AUTODESK STUDENT PRODUCT PRODUCED BY AN AUTODESK STUDENT PRODUCT
.
6MM BARRIER 1.75" X WEATHER/VAPOR 3.5" ALUM. LIGHT GAGE STUD
.
L-ANGLE BOLTED CONNECTION 3/4" PLYWOOD SHEATHING
.
.
1/2" BOLT 6MM WEATHER/VAPOR BARRIER
.
.
A400
Floor/Curtain Wall Connection 3" = 1'-0"
0' - 1"
1.5" X 2.5" STEEL ROCKWALL DIAPHRAGM .
.
T-PROFILE DROPCEILING RUNNER
.
.
.
2' - 3 1/32"
.
.
.
.
0' - 5 5/8"
.
.
0' - 1"
ROCKWALL DIAPHRAGM BRACE MANKO 250STEEL SERIES CURTAIN WALL .
.
Ground Level 0' - 0"
4" CONCRETE SLAB ON GRADE 1.5" X 2.5" STEEL ROCKWALL DIAPHRAGM .
.
1.5" FLATHEAD SCREW
0' - 6 1/32"
.
EXTRUDED ALUM. WALL CLIP
U-CHANNEL DROPCEILING RUNNER .
L-ANGLE BOLTED CONNECTION 100' LONG SPAN STEEL TRUSS 1/2" BOLT
1" THICK INSULATED DOUBLE GLAZING
.
.
0' - 2 7/8"
EXTRUDED ALUM. WALL CLIP 3.5" STONE WOOL INSULATION 7" X 14" WIDE-FLANGE BEAM AIR BARRIER T-PROFILE - ROANO PANEL HANGING CONNECITON
.
6MM WATERPROOFING BARRIER 1" THICK INSULATED DOUBLE GLAZING .
T-PROFILE DROPCEILING RUNNER
.
.
12" CONCRETE FOUNDATION
.
0' - 2 7/8"
.
U-CHANNEL DROPCEILING RUNNER
7" X 14" WIDE-FLANGE BEAM
.
T-PROFILE - ROANO PANEL HANGING CONNECITON
MANKO 250 SERIES CURTAIN WALL 2" POLYSTYRENE INSULATION
.
.
.
4" CONCRETE SLAB ON GRADE GRAVEL .
0' - 6 1/32"
100' LONG SPAN STEEL TRUSS .
ASSEMBLY 5: - stone wool insulation
ASSEMBLY 6: - rainscreen - interior flooring
.
Steel Rainscreen Floor/WallLevel Detail6 3" = 1'-0" 25' - 6" Steel Rainscreen Floor/Wall Detail 3" = 1'-0"
A400
.
0' - 2" 0' - 4"
.
3" METAL DECKING 1/2" BOLT
COMPACTED GRAVEL
9" BOTTOM TRUSS BEAM-CHORD
8/6/2013 7:18:35 AM
Project Number
.
1.5" FLATHEAD SCREW
.
3/16" CARRIAGE BOLT
.
12" CONCRETE FOUNDATION
.
Level 6 25' - 6"
0' - 0 3/4"
ROANO STEEL TUBE LOUVER
Wall Sections
3" STEEL ANGLE
.
1' - 0 3/8"
1.5" FLATHEAD SCREW
.
9" BOTTOM TRUSS BEAM-CHORD DOUBLED 3/4" THICK CROSS-BRACE 6" VERTICAL TRUSS WEB L-ANGLE BOLT CONNECTION
0' - 8 9/32" 1' - 10 9/32"
3" METAL DECKING
.
T-PROFILE - ROANO PANEL HANGINGALUM. CONNECTION EXTRUDED WALL CLIP
.
0' - 9"
Below Grade -12' - 0" 2
3.5" POLYSTYRENE2" ROOF INSULATION ANCHOR BOLT .
2" POLYSTYRENE INSULATION
A
.
3/16" CARRIAGE BOLT
0' - 2" 0' - 4"
.
.
.
100' LONG SPAN STEEL TRUSS L-ANGLE BOLT CONNECTION
0' - 5 1/16"
EXTRUDED ALUM. WALL CLIP EXTRUDED ALUM. T-PROFILE RAIL .
INTERIOR STAIR
.
.
.
24' - 0"
.
.
T-PROFILE DROPCEILING RUNNER T-PROFILE DROPCEILING RUNNER U-CHANNEL DROPCEILING RUNNER U-CHANNEL DROPCEILING RUNNER
0' - 0 3/4"
A
.
22 GUAGE ROANO STEEL PANEL
4" SLAB ON GRADE
T-PROFILE - ROANO PANEL HANGING CONNECITON 100' LONG SPAN STEEL TRUSS DOUBLED 3/4" THICK CROSS-BRACE
0' - 6 1/32"
45' - 2 9/32"
0' - 8 9/32"
W10X49 WIDE FLANGE COLUMN
Adam Bugele
Ground Level 0' - 0"
.
0' - 3 29/32"
.
.
.
.
.
0' - 6 1/32"
.
Level 7 32' - 0" Level 7 32' - 0"
0' - 3 29/32"
2.5" X 5" MULLION
2" ANCHOR BOLT
.
.
3.5" POLYSTYRENE ROOF INSULATION 5' X 10' CURTAIN WALL SYSTEM
CONSTRUCTION DOCUMENTS
.
PRODUCED BY AN AUTODESK STUDENT PRODUCT 3" METAL DECKING 3/4" PLYWOOD SHEATHING
.
3.5" STONE WOOL INSULATION
24' - 0 1/8"
0' - 10 5/32" 0' - 6"
0' - 2"
.
.
Level 4 12' - 0"
.
.
A
Level 5 19' - 0"
8' STEEL TRUSS-GIRDER 6" X 12" STEEL FLOOR JOIST
5/8" GYPSUM AIRBOARD BARRIER
1' - 0 1/2"
Steel Rainscreen Wall/Roof Transition 3" Steel = 1'-0" Rainscreen Wall/Roof 1 Transition A400 3" = 1'-0"
A400
0' - 0 3/4"
3" METAL FLOOR DECKING
1
.
.
2' - 3 1/32"
1/4" THICK PERFORATED STEEL RAMP
.
.
3.5" STONE WOOL AIRINSULATION BARRIER
0' - 10 5/32" 1' - 0 1/2" 0' - 10 5/32"
0' - 1 31/32"
.
.
Level 6 25' - 6"
.
0' - 1 31/32"
.
.
0' - 0 3/4"
3/8" CARRIAGE BOLT 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING 6MM WEATHER/VAPOR BARRIER
0' - 9"
13' - 11 31/32"
.
2' - 10 27/32"
Level 4 12' - 0"
.
.
ESK STUDENT PRODUCT ESK STUDENT PRODUCT
5' - 2 1/4"
1.75" X3/8" 3.5"CARRIAGE U-CHANNEL STUD BOLT .
PRODUCED BY AN AUTODESK STUDENT PRODUCT
45' - 0 3/4"
1.75" X 3.5" ALUM. LIGHT GAGE STUD
.
.
2' - 3 1/32"
1.75" X 3.5" U-CHANNEL STUD
Level 6 25' - 6"
1.75" 1.75" X 3.5"XALUM. LIGHT GAGE STUD 3.5" U-CHANNEL STUD
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PRODUCED BY AN AUTODESK STUDENT PRODUCT PRODUCED BY AN AUTODESK STUDENT PRODUCT
R-13 FIBERGLASS INSULATION
ASSEMBLY 7: - rockwall structure - rubber flooring
2 A400
ASSEMBLY 8: - translucent fiber glass panels
Steel Rainscreen Floor/Wall Detail 3" = 1'-0"
2 A400
Steel Rainscreen Floor/Wall Detail 3" = 1'-0"
1.5" FLATHEAD SCREW
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6MM WATERPROOFING BARRIER
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12" CONCRETE FOUNDATION .
2" POLYSTYRENE INSULATION .
5 A400
Foundation/Curtain Wall/Climbing Wall Detail 3" = 1'-0"
GRAVEL
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5 A400
Foundation/Curtain Wall/Climbing Wall Detail 3" = 1'-0"
Ground Level 0' - 0"
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
Tuttle Creek Reservoir, Manhattan, KS
INITIAL MASSING SKETCH
AERIAL PERSPECTIVE
4th LEVEL
Entry view to team meeting and lounge.
3rd LEVEL
2nd LEVEL
Third level view to row tank and lake beyond.
1st 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.
Entry view looking northwest Structural Insulated Panels (SIPs) act as a secondary structural system by taking shear forces caused by the primary mortice and tenon structural system.
South Elevation
View southeast from cove
The openness of the building’s scheme along with the atrium allows for good cross and stack ventilation.
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 concrete plynth serves as a structural foundation for the filigree structure to prop itself upon. These two systems co-exist through spatial implications.
SECTION PERSPECTIVE
3 TENSEGRAL TECTONICS
Timber in the City: Urban Habitats Competition challenged the design of a midrise, 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.
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. Red Hook, Brooklyn, NY
Ellis Island
Statue of Liberty
New Jersey
Site Model
Governor’s Island
Manhattan Island
Brooklyn Bridge
Spatial Realms
Mixed-Use Program
Residential
Residential Tower
Manufacturing
Bike Share + Shop
Communal
Digital Fabrication Wood Production
Communal amphitheater to habitable green roof.
Interior view to 2nd floor digital fabrication.
3rd
Le
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Aerial view south towards manufacturing and tensile green roof.
2n
Gr
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nd
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Unit Design
STUDIO
TYPICAL FLOOR PLAN
STUDIO +
1 BD
2 BD
3BD
Interior lobby atrium to residential tower
Wood Tectonics BEAM-STRUT
TENSEGRAL GREEN ROOF
STRUCTURAL CONCEPT: TENSEGRITY
WOOD TENSEGRITY
COLUMN-STRUT
CLT PANEL SYSTEM
CONCRETE FLOOD PLAIN PEDESTAL
BEAM-STRUT TO CLT FLOOR SLABS
GLULAM COLUMN
SECTION PERSPECTIVE
CONCRETE FLOOD PLAIN PEDESTAL
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.
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1’ DEEP BOOK STACKS 5/8” GYPSUM BOARD 1/2” STEEL PLATE 1/2” DIA. HORIZONTAL WIRE CHASE CENTERED 2X CAP PLATE RIPPED TO WIDTH OF PANEL
10’ x 15’ SIP PANEL 51/2” WOOD LOUVER FACADE
WOOD FLOORING SUBFLOOR
RIM BOARD
FLOOR JOIST GIRDER INSULATION
PATH TERMINATION
10’ CANTILEVERED WALL SECTION
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.
STRUCTURE, SPACE, ENCLOSURE
NORTH ELEVATION
ENTRY
STACKS CATWALK
STACKS LOFT
LOBBY
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.
WEST ELEVATION
RECEPTION
5
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