Michael Osterloo (permanent) 412 3rd Ave, Forreston, Illinois 61030 (school) 712 W Ohio St, Urbana, Illinois 61801 mosterl2@illinois.edu 815.266.1331
CAREER OBJECTIVE SUMMARY OF QUALIFICATIONS PROFESSIONAL EXPERIENCE
To seek a position to gain practical and professional experience in architecture. Academic Achievement in Field Professional Experience in Field
Partnering and Leadership Skills Strong Work Ethic
University of Illinois at Urbana-Champaign
Aug. 2015 - Present
Champaign, Illinois Graduate Assistant for Graphic Design for the School of Architecture
Wells & Wells Construction Co.
Jan. 2015 - May 2015
Champaign, Illinois Worked as a project manager assistant for several on-going projects
Olsen + Associates
Sept. 2014 - Dec. 2014
Champaign, Illinois Worked directly with architect during schematic design and the construction document phases
Christopher Fye + Associates
Summer 2014 + 2015
Freeport, Illinois Worked directly with architect during all phases of the project
Pleasant Valley Construction
Summer 2013
Mt. Carroll, Illinois Remodeling, Light Frame Construction, Roofing
EDUCATION
University of Illinois at Urbana-Champaign
August 2015 - Present
College of Fine and Applied Arts Candidate for Master of Architecture, May 2017 Focus in Sustainable Technologies
University of Illinois at Urbana-Champaign
2011 - 2015
College of Fine and Applied Arts Bachelor of Science in Architectural Studies, May 2015 Cumulative GPA: 3.83
Forreston High School
2007 - 2011
Valedictorian Cumulative GPA: 4.19
HONORS AND AWARDS
TECHNICAL SKILLS
REFERENCES
University of Illinois at Urbana-Champaign Dean’s List: Fall 2011, Spring 2012, Fall 2012, Fall 2013, Spring 2014, Fall 2014, Spring 2015 Gargoyle Architecture Honors Society: Good standing through three semesters James Scholar Honors Program: Graduated with good standing Phi Eta Sigma Honors Society: Graduated with good standing
Design Software AutoCAD, Rhino, Revit, SketchUp, Photoshop, Illustrator, InDesign, 3D Studio Max
Available upon request
ARCHITECTURE PORTFOLIO MICHAEL OSTERLOO
CONTENTS Graduate
*Selection from graduate projects
The Edge
Undergraduate
*Selection from junior and senior year projects
Downtown Companion urbanISO The Grid The Hybrid Gallery Rope Pavilion
Case Studies
*Selection from sophomore year projects
Case Study: State Farm Building Case Study: Frank Lloyd Wright’s Smith House
Professional
*Work done for Christopher Fye + Associates
Nygren Wetland Preserve
Graduate Work 1
The Edge
1
PROJECT: The
Edge LOCATION: Danville, Illinois LENGTH: 15 Weeks
Danville is a city with a problem stemming from disconnect between its downtown and riverfront. This proposal focuses on utilizing the site as a new mixed use development to act as a gateway into a nature and recreation park along the river.
1 2 3 4 5 6 7 8 9 10 11 12
retail + residential riverfront access restaurant office bicycle kiosk + pergola bicycle path skate park cafe office + residential vermillion street extension office new parking layout
9
12 11
8
4
10
5
1 7 6 3 2
Reconfiguring the mall’s expansive parking lot allows a re-direct in the traffic flow. To encourage activity and bring people to the area, bike rental kiosks, a small skate park, and a gently winding bike path are all introduced along the walkable surface on the site. The surface will help add life and activity while being in a safe and easily observable environment.
Undergraduate 1
Downtown Companion
2
urbanISO
3
The Grid
4
The Hybrid Gallery
5
Rope Pavilion
W. COLUMBIA AVE.
E. COLUMBIA AVE.
N. RANDOLPH ST.
1
Downtown Companion LOCATION: Champaign, Illinois LENGTH: 15 Weeks PROJECT:
By using its corner as a focal W.point to outside viewers and WASHINGTON ST. its spatious, light-filled atrium for its inside viewers, the “Downtown Companion” is all about expanding the experience of downtown Champaign.
E. WASHINGTON ST.
ST.
The appealing street presence is accompanied with a unique visual interaction that connects inside guests to both inside and outsides viewers of the hotel.
W. CHURCH ST.
LATITUDE: 40° 7’ 12” N LONGITUDE: 88° 14‘ 35“ W
UT S T.
S. NEIL ST.
S. RANDOLPH ST.
N. W A LN
N. F
REM
ONT
HILL ST.
0
50
150
300
600
SITE PLAN
DN
VENDING/ICE
UP
8
7 9
10
6
11
5
12
4
ROOF BELOW
UP DN
CLO. ELEV.
3
ELEV.
WAITING AREA
HOUSE KEEPING
1
2
SERV. EL. EXISTING BUILDING
UP
WOMEN’S
GARBAGE/ RECYCLING
DN
KITCHEN
EMPLOY. RR.
DOWN TO MECH. RM.
MEN’S
RECEIVING/ STORAGE
LOUNGE ATRIUM
WOMEN’S RESTAURANT MEN’S
BAR
CONF. RM. DN UP
LOUNGE
CLO. ELEV.
ELEV.
MANAGER ASSIST. MAN.
LOBBY WAITING AREA
RECEPTION SERV. EL.
OFF.
MAIL/COPY
VALET PARKING
VIEW FROM ATRIUM
METAL COPING FLASHING CONTINUOUS RIGID INS. VAPOR BARRIER 1/2” SHEATHING CONCRETE PARAPET
3
NON-COMBUSTIBLE CANT
TOP OF ROOF
BUILT UP EPDM ROOFING MEMBRANE 9” RIGID INSULATION VAPOR BARRIER 1/2” SHEATHING 6” CONC. SLAB
+72’-0” HORIZONTAL PANEL JOINT PANEL SUPPORT ROLL-DOWN SHADE
This hotel utilitzes a variety of heating and cooling systems: VAV, fan coil, and a heat pump. A concrete two-way flat plate is used for its core structure. The facade uses three different materials. Brick and curtain walls are used on the street level as well as the entire corner. Aluminum panels make up the outer skin of the guest room floors.
SILL BOARD FLASHING
2” ALUMINUM PANEL
THIRD LEVEL
1” AIR GAP
+33’-0”
2
5 1/2” FIBERGLASS INSULATION STUD WALLS BOLTED THRU STEEL ANGLE TO SLAB
8”-12” RIGID INSULATION VAPOR BARRIER 1/2” SHEATHING 5 1/2” FIBERGLASS INS. 5 5/8” STEEL STUD 24” O.C. DRIP EDGE 2’ SLOPED OVERHANG CONNECTED TO BOLTED ANGLES 1” DOUBLE PANE LOW-E WINDOW (2- 1/4” PANES W/ 1/2” AIR SPACE)
SLANTED VERTICAL METAL PANELS
SECOND LEVEL
FLASHING
+20’-6”
BRICK VENEER 1” AIR GAP VENEER TIE BACK 1
5” RIGID INSULATION VAPOR BARRIER 1/2” SHEATHING 5 1/2” FIBERGLASS INS.
R-VALUES 1
2
3
STEEL ANGLE ANCHORED TO STUD WALL
WALL CONSTRUCTION = 33.5 BRICK = 0.7 1” AIR GAP = 1.01 5” RIGID INSULATION = 12.5 VAPOR VARRIER = 0.06 1/2” SHEATHING = 0.625 5 1/2” FIBERGLASS INSULATION = 18.15 1/2” GYPSUM BOARD = 0.45
LATERAL BRACING 4’-0” O.C. VERTICALY
RECESSED CAN LIGHT
STEEL SHELF ANGLE FOR BRICK ABOVE
STEEL ANGLE
METAL RUNNER TRACK
FLASHING STEEL CHANNEL OVERHANG
1/2” GWB
EXTERIOR CAN LIGHT
6” ALUMINUM HEADER MULLION
ROOF CONSTRUCTION = 26.7 ROOFING MEMBRANE = 0.06 9” RIGID INSULATION = 22.5 VAPOR BARRIER = 0.06 6“ CONCRETE = 3.6 1/2” GYPSUM BOARD = 0.45
6” ALUMINUM INTERMEDIATE MULLION 1” DOUBLE PANE LOW-E WINDOW (2- 1/4” PANES W/ 1/2” AIR SPACE)
CONC. SIDEWALK WITH WIRE MESH
6” ALUMINUM SILL MULLION
WINDOW CASING
PRECAST CONC. SILL
BLOCKING FOR WINDOW SILL
FLASHING
6” CONC. CURB
+0’-0”
ACOUSTIC CEILING @ 15’-0”
1/4” DIAM. CABLE
WALL CONSTRUCTION = 45.3 METAL PANEL = 0.0014 1” AIR GAP = 1.01 ~10“ RIGID INSULATION = 25 VAPOR VARRIER = 0.06 1/2” SHEATHING = 0.625 5 1/2” FIBERGLASS INSULATION = 18.15 1/2” GYPSUM BOARD = 0.45
GROUND LEVEL
5 5/8” STEEL STUD 24” O.C.
ROOFING MEMBRANE OVER VAPOR BARRIER OVER 1/2” SHEATHING
1/4” / FT SLOPE
2” BITUMINOUS PAVING
FINISHED FLOOR AND TRIM
4” GRANULAR FILL 6” POST-TENSIONED CONCRETE SLAB
COMPACTED EARTH
BASEMENT TO REMAIN UNFINISHED
2” RIGID INSULATION VERTICAL REBAR WITH TIES @ 12” O.C.
6” POST-TENSIONED CONCRETE SLAB OVER 6 MIL VAPOR BARRIER
DOWELS IN FOOTING
2” RIGID INSULATION OVER 8” GRANULAR FILL
BASEMENT -12’-6”
4” DIAM. PVC DRAIN TILE OUTSIDE AND INSIDE
BOTTOM OF FOOTING -14’-4”
WALL SECTION
As a comprehensive studio project, all building systems were acccounted for in the design of this hotel. HVAC, structure, and performance codes are three of the aspects which took a major role in the programming of the floor plans and the details in the building construction.
3D HVAC DIAGRAM
2
urbanISO LOCATION: River North - Chicago, Illinois LENGTH: 10 Weeks PROJECT:
Habitable Modules
Structural Members
In this urban library, the structural grid dictates program and circulation. The steel structure bears all of the weight for this library. It is enclosed in dark concrete which contrasts the lighter concrete used on the interior walls. The three-dimensional template for the placement of floor plates and interior walls was developed through isometric drawings. The modular units created from these placements can become additive to create large units, or they can become isolated units. This combination of modules creates an ordered program layout.
Third Floor
Second Floor
First Floor
3
The Grid LOCATION: Allerton Park - Monticello, Illinois LENGTH: 10 Weeks PROJECT:
Rebar continues down into the footing
Welded between each member
The structure of the performance pavilion uses a concept which layers steel rebar in the x, y, and z directions. The amount of layering varies, creating different depths and a view to the outside which is ever-changing.
Parapet Insulation Vapor Barrier Sheathing
Corrugated Steel Decking
Open Web Steel Joist Acoustic Drop Ceiling
#6 Rebar
Black Urethane Insulated Glass Drywall Wood Frame Wall Member Fiberglass Insulation
Rigid Insulation
CMU, with grout and support rebar Insulation Gravel
Exterior Glazing Wall
Exterior Wall with Window
4
The Hybrid Gallery LOCATION: River North - Chicago, Illinois LENGTH: 3 Weeks PROJECT:
id Res
Com rid Hyb ry e Gall
enti
al
cial mer
Spatial Layout
Layout Breakdown
The hybrid of art and eating is the variety that is available in the Hybrid Gallery. The River North area of Chicago is home to a younger, wealthier group of people. A few of the more attractive venues for this demographic are fine dining, art galleries, and night clubs. The Hybrid Gallery provides all three of these in order by social formalities. The ground floor contains a formal restaurant, the second an informally set cafe, and the third and fourth a night club.
N Orleans St
Technology Center
Shoe Store
Mixed Media Sales
Formal Restaurant Clothing Store
Formal Art Gallery Ice Cream Shop
W Huron St
Informal
Club
Formal
Restaurant
Media Store
5
Rope Pavilion LOCATION: Urbana, Illinois LENGTH: 5 Weeks PROJECT:
Developed using only models, the Rope Pavilion includes the essentials for small indoor ceremonies at the Arboretum in Urbana. The two-ply wall features a rope facade that adds to the overall horizontality of the pavilion. The rope pavilion is oriented so that its opening is in line with the garden to the north of it. Sitting below the large trees in the Arboretum, the rope-covered structure will provide a pleasant sight line between the pond and the main garden.
Case Studies 1
Case Study: State Farm Building
2
Case Study: Frank Lloyd Wright’s Smith House
1
Case Study: State Farm Building LOCATION: Research Park - Champaign, Illinois LENGTH: 15 Weeks PROJECT:
A
B 24' - 0"
C 24' - 0"
D
E
24' - 0"
24' - 0"
F 24' - 0"
G
H
24' - 0"
I
24' - 0"
J
24' - 0"
24' - 0"
K 24' - 0"
L 24' - 0"
264' - 0" 192' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0" 6' - 0"
BREAK ROOM
1 24' - 0"
12' - 0"
12' - 0" 6' - 0"
12' - 0"
12' - 0" 6' - 0"
6' - 0" 12' - 0"
CONFERENCE ROOM
24' - 0" 18' - 0"
WOMEN
TELE
3
6' - 0" 12' - 0"
OFFICE 3 OFFICE 1
UP TELE
PLUMB
6' - 0" 12' - 0"
12' - 0"
12' - 0"
12' - 0"
24' - 0"
RECEPTION AREA
CONFERENCE ROOM
6' - 0" 12' - 0"
108' - 0"
18' - 0"
UP
72' - 0"
CEO OFFICE
JC
ELEC
2
18' - 0"
18' - 0"
BREAK ROOM
MEN
4
12' - 0" 6' - 0"
ELEVATOR
72' - 0" 12' - 0"
12' - 0"
12' - 0" 6' - 0"
MECH
ELEV EQUIP
ELEV
5
12' - 0" 6' - 0"
OFFICE 2 CEO OFFICE
OFFICE SPACE ELEC
6
18' - 0"
JC
24' - 0"
18' - 0"
RECEPTION AREA
TELE
WOMEN UP
72' - 0"
12' - 0" 6' - 0" 12' - 0" 6' - 0"
RECEPTION AREA CEO OFFICE
18' - 0"
72' - 0"
UP
OFFICE 4
24' - 0"
12' - 0"
108' - 0"
6' - 0" 12' - 0"
36' - 0"
180' - 0"
36' - 0"
36' - 0"
1 A109
180' - 0"
72' - 0"
MEN
7
6' - 0" 12' - 0"
6' - 0" 12' - 0"
BREAK ROOM
6' - 0" 12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
192' - 0"
A
B
C
D
E
12' - 0"
12' - 0"
12' - 0"
12' - 0"
24' - 0"
CONF. ROOM CONF. ROOM
8
12' - 0" 6' - 0"
264' - 0"
F
G
H
I
J
K
L
1 A108
01 First Floor 1/32" = 1'-0"
Michael Osterloo www.autodesk.com/revit
D
State Farm Research and Development Center 2001 South First EStreet, Suite 102 F Champaign, Illinois 61820
1 01 First Floor
A102
A108
Course Date Professor TA
ARCH 233 April 25th, 2013
G
Randy Deutsch Allie Gloude
H
Scale:
1/32" = 1'-0"
I
J
K
L
03 Third Floor 27' - 8" 2 A112
02 Second Floor 14' - 0" 1 A111
1 A113
2 A113
01 First Floor 0' - 0" 00 Foundation -4' - 0"
A full set of construction drawings were produced for the case study done on the building located in U of I’s Research Park. Everything from the foundation plan to the framing plan to final renderings were created for this existing building.
4" Frame at Head 16 Gauge Galvanized, Insulated, Exterior, Metal Door Aluminum Threshold Set in Bed of Sealant 1/2" Premolded Joint Filler with Removable Cap Gypsum Board
Metal Studs
16 Gauge H.M. Door
2" x 4 1/2" Prefinished Aluminum Window Frame and Glazing
1 1/2" Rigid Insulation Flashing
14 Gauge H.M. Frame
14 Gage H.M. Frame
5/8" Class "X" Gypsum
4" Face Brick
Metal Studs
Gypsum Board
Limestone Sill
4" Face Brick
Caulk with Sealant at Perimeter of Frame
16 Gage H.M. Door Floor Slab 1" Rigid Insulation
Fire Retardant Blocking
Caulk with Sealant at Perimeter of Frame
Lintel
Fire Retardant Blocking
2"x4 1/2" Prefinished Aluminum Window Frame and Glazing
2
Door Jamb Detail 1" = 1'-0"
www.autodesk.com/revit
Door Head Detail 1" = 1'-0"
Michael Osterloo www.autodesk.com/revit
Door Sill Detail 3/4" = 1'-0"
3
1
State Farm Research and Development Center 2001 South First Street, Suite 102 Champaign, Illinois 61820
Floo
8" CMU
Window Head Detail 1" = 1'-0"
2
Door Details
Window Jamb Detail 1" = 1'-0"
3
Window Sill Det 1" = 1'-0"
A113
Prefinished Mechanical Screen of Standing Seam Material
Course Date
Caulk with S at Perimeter of
5/8" Class "X" Gypsum on 7/8" Metal Z-Furring with 3/4" Rigid Insulation
Foundation Wall 1
2"x4 1/2" Prefin Aluminum W Frame and G
8" CMU, Grout Solid
ARCH 233 April 25th, 2013
Professor TA
Randy Deutsch 14" Long Anchor Bolt Allie Gloude
Metal Coping Petersen Aluminum Co. Continuous Brick Soldier Course
www.autodesk.com/revit
Scale:
As indicated
Michael Osterloo
Window Details
State Farm Research and Development Center 2001 South First Street, Suite 102 Champaign, Illinois 61820
03 Third Floor 27' - 8"
12" CMU Bond Beam W2 #4 Bars/Grout Solid
12" CMU
Michael Osterloo
State Farm Research and Development Center 2001 South First Street, Suite 102 Champaign, Illinois 61820
8" Limestone Belt Course
Bar Joist/Refer to Structural Sheets
Rigid Insulation
4" CIP Concrete Slab
2" 20 Gauge Metal Form
02 Second Floor 14' - 0" 24" x 24" x 4" Rusticated Limestone Panel Insert Steel Beam
8" CMU Bond Beam W2 #4 Bars/Grout Solid Rebar in Grout Solid Brick Sweep Brick Veneer
Wall Section Without Opening
Course Date
Professor TA
8" CMU
4" C.I.P. Concrete Floor Slab W/ WWF 6x6
01 First Floor 0' - 0" 2" Rigid Insulation Below Floor Slab/Extend 4' Beyond Foundation
ARCH 233 April 25th, 2013
Randy Deutsch Allie Gloude
Footing
00 Foundation -4' - 0"
Course Date
ARCH 233 April 25th, 2013
Professor TA
Randy Deutsch Allie Gloude
2
Case Study: Frank Lloyd Wright’s Smith House LOCATION: Bloomfield Hills, Michigan LENGTH: 5 Weeks PROJECT:
Using hand-made drawings and models only, this case study of a lesser-known Frank Lloyd Wright Usonian home discovered the style, detail, and techniques of one of the greats.
Professional Work 1
Nygren Wetland Preserve
1
Nygren Wetland Preserve LOCATION: Rockton, Illinois LENGTH: 8 Weeks PROJECT:
A warming house and shelter will be the newest addition to the Nygren Wetland Preserve. The 721-acre site is full of natural beauty, and this shelter did not want to detract from that. It is intended to blend in with its environment and be able to fully utilize interior programs.
The Natural Land Institute holds events such as wine tasting (shown below). Many types of gatherings can be held at this small venue. While the plan is open and versatile, the importance remains in its ability to blend in to nature. All of the plantings and materials used are to be natural to this site.