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Collection of three projects focused on detailing, engineering, and kinetic architecture
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LAUREN GARVEYARCHITECTURAL ENGINEERING SELECTED WORKS
Center for the Advancement of Sustainable Living- Eugene, OregonGreenBuild International Conference and Expo- Chicago, IL & San Francisco, CAHabitat for Humanity- Urbana-Champaign, Illinois
ASHRAE- University of Oregon student chapterAssociation for Preservation Technology International- Washington, D.C. chapter
Repaired and restored statues, monuments, and memorials throughout 14 parksConducted archival research and updated the “Monuments, Memorials,and Statues of the Capital” publicationDrafted AutoCAD construction documents for the porch of Old Stone House
Graduate Teaching Fellow- Eugene, Oregon Assisted in teaching a structural design course Led lab sections and homework help sessions Graded projects, homework assignments, quizzes, and tests
Associate I- Chicago, Illinois Aided project managers’ teams on site visits to perform water tests and conditions assessments often from lifts, scaffolding, or swing stages Created AutoCAD drawings and REVIT models for various projects Learned how to analyze paint samples and produce lapped slices Shared knowledge of REVIT through presentation at office-wide meeting
LAUREN GARVEY 10513 S. Kedvale Ave.Oak Lawn, IL 60453
EDUCATION
Bachelor of Science in Architectural Studies August 2007- May 2011 University of Illinois at Urbana-Champaign
Study Abroad at Idea Verona- Verona, Italy
University of Oregon School of Architecture and Allied Arts January 2012- March 2012
•
Professional Memberships
••
•
EXPERIENCE
ACTIVITIES
QUALIFICATIONS
National Park Service: National Capital Region May 2011- August 2011
••
LEADERSHIP
Volunteer
••
January 2012- PresentMay 2011- May 2012
November 2010 & 2012August 2007- May 2011
Alpha Rho Chi Co-Ed Professional and Social Architectural FraternityNew Members’ Advisor- Taught new members about the fraternityPhilanthropy Chair- Planned and executed charity eventsSecretary- Documented meetings minutes and recorded attendance
•August 2007- May 2011
Spring 20112009-2010
Fall 2009
Society of Architectural Historians December 2009- May 2011Treasurer- Collected dues and managed funds for activities
••
•
Skills
Historic Preservation Knowledge Secretary of the Interior’s Standards for the Treatment of Historic Properties, Field Documentation,Historic American Buildings Survey, Existing Conditions Assessments, Historic Structures Reports
2010-2011
Architectural Conservation Intern - Washington, D.C.
Master of Architecture University of Oregon Study Abroad at Emily Carr University of Art and Design- Vancouver, Canada
August 2011- June 2013
•
•
Wiss, Janney, Elstner Associates, Incorporated June 2012- September 2012
•
••
• Summer 2009
• Winter 2012
•
Revit ArchitectureAutoCADSketchUp
• PhotoshopInDesignIllustrator
SolidWorksSoftimageMutliframe
THERMWUFIVasari
RenderingSketchingModel-building
LEED GA Accredited
••
•••
•••
•••
•••
September 2012
•
TABLE OF CONTENTS
LAKE POINT TOWER- GARAGE LOBBY RENOVATION
KINETIC ARCHITECTURE- HURRICANE SHUTTER
1- 2
7- 10
ALLEN HALL ENCLOSURE- MASONRY VENEER
3- 4ALLEN HALL ENCLOSURE- DOUBLE FACADE
5- 6
BUILDING ENCLOSURES
WINDOW HEAD AT BRICK WALL TO TOP OF PARAPET5SCALE: 1 1/2” = 1’-0”
LAUREN GARVEYERIC- VALENTIN C ISSERTES CARBONNIER
Window Jamb Detail Scale: 3/8”=1’-0”
WINDOW SILL AT BRICK WALL6SCALE: 3” = 1’-0”
LAUREN GARVEYERIC- VALENTIN C ISSERTES CARBONNIER
Window Sill Detail Scale: 11/2”=1’-0”
Parapet Wall Detail Scale: NTS
1
As the University of Oregon retrofits Allen Hall, this project investigates the brick masonry veneer wall as well as the glass facade. The brick facade responds to the ornamental character of the existing structure. The windows provide fresh air and daylight without excessive solar gain. This wall structure also has a parapet and supports a vegetated roof on this part of the building. The glass enclosure design minimizes heating and cooling loads by integrating shading devices to reduce solar heat gain and providing night ventilation to expose thermal mass to cool breezes.
Brick Veneer Wall Section Scale: NTS 2
WINDOW WALL AND ROOF7SCALE: 1 1/2” = 1’-0”
LAUREN GARVEYERIC- VALENTIN C ISSERTES CARBONNIER
Allen Hall Existing Plan and ElevationN
0’ 10’ 20’ 30’
Roofing Detail Scale: NTS
Louver Detail at Floor Scale: NTS
WINDOW WALL DETAIL AT FLOOR8SCALE: 1 1/2” = 1’-0”
LAUREN GARVEYERIC- VALENTIN C ISSERTES CARBONNIER
3
Double Facade Wall Section Scale: NTS 4
LAKE POINT TOWER:GARAGE LOBBY RENOVATION
Plotted: 8/31/2012 9:47 AM by Garvey, Lauren File Name: p:\2011\2011.6xxx\2011.6085 - lpt garage.git\2011.6085.1\Sheets\A100 Option 1.dwg
Seal
Consultant
Client
DescriptionDateMark
Date
Project No.
Scale
Checked
Sheet Title
Sheet No.
Drawn
Project
Headquarters & Laboratories: Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
A
B
1 2 3 4
C
D
©C
opyr
ight
201
2 A
ll rig
hts r
eser
ved.
No
part
of th
is d
ocum
ent m
ay b
e re
prod
uced
in a
ny fo
rm o
r by
any
mea
ns w
ithou
tpe
rmis
sion
from
Wis
s, Ja
nney
, Els
tner
Ass
ocia
tes,
Inc.
(WJE
). W
JE d
iscl
aim
s any
resp
onsi
bilit
y fo
r its
una
utho
rized
use
.
Wiss, Janney, Elstner Associates, Inc.10 S. LaSalle Street, Suite 2600
Chicago, Illinois 60603312.372.0555 tel | 312.372.0873 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
THIS SHEET PLOTS FULL SIZEAT 11x17 (INCHES)
0 1/2" 1"
9/13/20122011.6085.1
LKGGITAs Noted
A101
Option A
Lake Point Tower ParkingGarage Renovation
505 N Lake Shore DriveChicago, IL 60611
1 SCALE: 1/4" = 1'-0"
Option AN
6'-0
"5'
-0"
5'-0"
LEVEL LANDING AREA(EL. 0'-0")
RA
MP
DO
WN
1:12
MA
X
0'-6
"0'
-0"
NEW HANDRAIL TO BE SURFACEMOUNTED TO EXISTING WALL
REMOVE EXISTING 3" TERRAZZOFLOORING AND STRUCTURAL
CONCRETE SLAB AS REQUIRED TOPROVIDE RAMP & LEVEL LANDING
& NEW EPOXY TERRAZZOFLOORING TO MATCH EXISTING
NEW 4' HIGH MIN. WALL FINISHEDTO MATCH EXISTING GLAZED BRICK
EXISTING DRAIN
EXISTING GARAGE FLOOR SLAB(EL. 0'-0" VIF)
EXISTING TERRAZZO FLOORING(EL. 0'-6" VIF)
FLOOR JOINT INTERRAZZO (TYP.)
DEEDED PARKING SPOT
DEEDED PARKING SPOTS
PROVIDE NEW LINTEL ABOVEDOOR FOR SUPPORT OFEXISTING MASONRY
DOOR TO BE WIREDFOR KEY FOB ACCESS
DEEDED PARKING SPOTS
REMOVE EXISTING CMU & GLAZEDBRICK FOR INSTALLATION OF NEW
DOOR. NEW 36" DOOR & FRAME TO BECLASS B (1 12 HOUR FIRE RATED)
STANDARD HOLLOW METAL
CASHIER
FLOOR JOINT INTERRAZZO (TYP.)
SCHEMATIC ONLY- NOT FOR CONSTRUCTION
Plotted: 8/31/2012 9:47 AM by Garvey, Lauren File Name: p:\2011\2011.6xxx\2011.6085 - lpt garage.git\2011.6085.1\Sheets\A100 EXISTING CONDITION.dwg
Seal
Consultant
Client
DescriptionDateMark
Date
Project No.
Scale
Checked
Sheet Title
Sheet No.
Drawn
Project
Headquarters & Laboratories: Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
A
B
1 2 3 4
C
D
©C
opyr
ight
201
2 A
ll rig
hts r
eser
ved.
No
part
of th
is d
ocum
ent m
ay b
e re
prod
uced
in a
ny fo
rm o
r by
any
mea
ns w
ithou
tpe
rmis
sion
from
Wis
s, Ja
nney
, Els
tner
Ass
ocia
tes,
Inc.
(WJE
). W
JE d
iscl
aim
s any
resp
onsi
bilit
y fo
r its
una
utho
rized
use
.
Wiss, Janney, Elstner Associates, Inc.10 S. LaSalle Street, Suite 2600
Chicago, Illinois 60603312.372.0555 tel | 312.372.0873 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
THIS SHEET PLOTS FULL SIZEAT 11x17 (INCHES)
0 1/2" 1"
9/13/20122011.6085.1
LKGGITAs Noted
A100
EXISTING CONDITION
Lake Point Tower ParkingGarage Renovation
505 N Lake Shore DriveChicago, IL 60611
1 SCALE: 1/4" = 1'-0"
Existing ConditionN
EXISTING DRAIN
EXISTING GARAGE FLOOR SLAB(EL. 0'-0" VIF)
EXISTING TERRAZZO FLOORING(EL. 0'-6" VIF)
CASHIER
DEEDED PARKING SPOT
FLOOR JOINT INTERRAZZO (TYP.)
DEEDED PARKING SPOTS
DEEDED PARKING SPOTS
SCHEMATIC ONLY- NOT FOR CONSTRUCTION
During my summer internship at Wiss, Janney, Elstner Associates, Inc., George Taylor and Nicholas Chow introduced me to the Garage Lobby Renovation project. From their design, I created a Revit Model to help the client understand how the various options for the renovation would look in 3-D. From Revit, I exported an AutoCAD sheet set to correspond to WJE standards of drawings and annotated the plans. After following red-line changes, I submitted this set for the client meeting.
Option A from Northeast Corner Option A from Northwest Corner
5
Plotted: 8/31/2012 9:47 AM by Garvey, Lauren File Name: p:\2011\2011.6xxx\2011.6085 - lpt garage.git\2011.6085.1\Sheets\A102 Option C.dwg
Seal
Consultant
Client
DescriptionDateMark
Date
Project No.
Scale
Checked
Sheet Title
Sheet No.
Drawn
Project
Headquarters & Laboratories: Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
A
B
1 2 3 4
C
D
©C
opyr
ight
201
2 A
ll rig
hts r
eser
ved.
No
part
of th
is d
ocum
ent m
ay b
e re
prod
uced
in a
ny fo
rm o
r by
any
mea
ns w
ithou
tpe
rmis
sion
from
Wis
s, Ja
nney
, Els
tner
Ass
ocia
tes,
Inc.
(WJE
). W
JE d
iscl
aim
s any
resp
onsi
bilit
y fo
r its
una
utho
rized
use
.
Wiss, Janney, Elstner Associates, Inc.10 S. LaSalle Street, Suite 2600
Chicago, Illinois 60603312.372.0555 tel | 312.372.0873 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
THIS SHEET PLOTS FULL SIZEAT 11x17 (INCHES)
0 1/2" 1"
9/13/20122011.6085.1
LKGGITAs Noted
A103
Option C
Lake Point Tower ParkingGarage Renovation
505 N Lake Shore DriveChicago, IL 60611
1 SCALE: 1/4" = 1'-0"
Option C
6'-0" 5'-0"
5'-0
"
LEVEL LANDINGAREA
(EL. 0'-0")RAMP DOWN
1:12 MAX
0'-6
"0'
-0"
NEW HANDRAIL TO BE SURFACEMOUNTED TO EXISTING WALL
REMOVE EXISTING 3" TERRAZZOFLOORING AND STRUCTURAL
CONCRETE SLAB AS REQUIRED TOPROVIDE RAMP & LEVEL LANDING
& NEW EPOXY TERRAZZOFLOORING TO MATCH EXISTING
REMOVE OR RELOCATEEXISTING DOORS
EXISTING GARAGE FLOOR SLAB(EL. 0'-0")
EXISTING TERRAZZO FLOORING(EL. 0'-6")
DEMOLISH PORTION OF EXISTINGWALL TO ACCOMMODATE RAMP AND
LANDING AREA
EXISTING DRAIN
NEW 4' HIGH MIN. WALL FINISHED TOMATCH EXISTING GLAZED BRICK
N
REMOVE EXISTING CMU & GLAZEDBRICK FOR INSTALLATION OF NEW
DOOR. NEW 36" DOOR & FRAME TO BECLASS B (1 12 HOUR FIRE RATED)
STANDARD HOLLOW METAL
DEEDED PARKING SPOT
DEEDED PARKING SPOTS PROVIDE NEW LINTEL ABOVEDOOR FOR SUPPORT OFEXISTING MASONRY
DOOR TO BE WIREDFOR KEY FOB ACCESS
DEEDED PARKING SPOTS
NEW OR RELOCATED DOOR
EXISTING PHONE EQUIPMENTIN ROOM TO BE RELOCATED
CASHIER
FLOOR JOINT INTERRAZZO (TYP.)
SCHEMATIC ONLY- NOT FOR CONSTRUCTION
Plotted: 8/31/2012 9:47 AM by Garvey, Lauren File Name: p:\2011\2011.6xxx\2011.6085 - lpt garage.git\2011.6085.1\Sheets\A101 OPTION B.dwg
Seal
Consultant
Client
DescriptionDateMark
Date
Project No.
Scale
Checked
Sheet Title
Sheet No.
Drawn
Project
Headquarters & Laboratories: Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
A
B
1 2 3 4
C
D
©C
opyr
ight
201
2 A
ll rig
hts r
eser
ved.
No
part
of th
is d
ocum
ent m
ay b
e re
prod
uced
in a
ny fo
rm o
r by
any
mea
ns w
ithou
tpe
rmis
sion
from
Wis
s, Ja
nney
, Els
tner
Ass
ocia
tes,
Inc.
(WJE
). W
JE d
iscl
aim
s any
resp
onsi
bilit
y fo
r its
una
utho
rized
use
.
Wiss, Janney, Elstner Associates, Inc.10 S. LaSalle Street, Suite 2600
Chicago, Illinois 60603312.372.0555 tel | 312.372.0873 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
THIS SHEET PLOTS FULL SIZEAT 11x17 (INCHES)
0 1/2" 1"
9/13/20122011.6085.1
LKGGITAs Noted
A102
OPTION B
Lake Point Tower ParkingGarage Renovation
505 N Lake Shore DriveChicago, IL 60611
1 SCALE: 1/4" = 1'-0"
Option B
6'-0" 5'-0"
5'-0
"
EXISTING GARAGE FLOOR SLAB(EL. 0'-0")
LEVEL LANDINGAREA
(EL. 0'-0")
EXISTING TERRAZZO FLOORING(EL. 0'-6")
RAMP DOWN1:12 MAX
0'-6
"0'
-0"
NEW HANDRAIL TO BE SURFACEMOUNTED TO EXISTING WALL
REMOVE EXISTING 3" TERRAZZOFLOORING AND STRUCTURAL
CONCRETE SLAB AS REQUIRED TOPROVIDE RAMP & LEVEL LANDING
& NEW EPOXY TERRAZZOFLOORING TO MATCH EXISTING
REMOVE EXISTING CMU & GLAZEDBRICK FOR INSTALLATION OF NEW
DOOR. NEW 36" DOOR & FRAME TO BECLASS B (1 12 HOUR FIRE RATED)
STANDARD HOLLOW METAL
REMOVE OR RELOCATEEXISTING DOOR
NEW 4' HIGH MIN. WALL FINISHED TOMATCH EXISTING GLAZED BRICK
DEMOLISH PORTION OFEXISTING WALL TOACCOMMODATE RAMPAND LANDING AREA
N
EXISTING DRAIN
DEEDED PARKING SPOT
DEEDED PARKING SPOTS
PROVIDE NEW LINTEL ABOVE DOORFOR SUPPORT OF EXISTING MASONRY
DOOR TO BE WIREDFOR KEY FOB ACCESS
DEEDED PARKING SPOTS
NEW OR RELOCATED DOOR
CASHIER
FLOOR JOINT INTERRAZZO (TYP.)
SCHEMATIC ONLY- NOT FOR CONSTRUCTION
Option B from Northwest Corner Option C from Northwest Corner
6
KINETIC ARCHITECTURE:HURRICANE SHUTTER
7
Because hurricanes are happening more frequently as time progresses, my group and I developed a hurricane shutter that is more beautiful than plywood sheets, easier to implement, and doubles as a sun shading device on beautiful days. In Solidworks, I modeled all of the parts for our assembly to make sure that our counterweights, pulleys, cranks, and gears would work. We then used Softimage to animate how someone opens the shutters. Please find the animation at: https://www.dropbox.com/s/g3k9dj5vevn9wkl/HurricaneShutter.mov
Section of Hurricane Shutter ClosedSection of Hurricane Shutter Fully Open
Study model testing proportions Final Model
8Section of Hurricane Shutter Opening with Details of Mechanisms
9
10