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Dwight Eitzen resume/selected work
I help firms bring creative and innovative solutions to building and design challenges, providing perspective and big picture focus to the team and making complex information manageable.
Dwight Eitzen - resume
[email protected] 720.381.8995
http://www.linkedin.com/in/dwighteitzen
COMPETENCIES
BIM/CAD Competency • Autodesk Revit Certified Professional, have also
worked with AutoCad, ArchiCad, AllPlan and SketchUp.
Mike Lin Graphic Workshop, Manhattan, KS • Learned techniques and practiced traditional
graphic presentation. • Used various media including pen, colored
pencil and marker. Lindemer Gottschalk Architekten Internship, Lörrach, Germany
• Participated in schematic design, design development and estimating for several residents.
WORK EXPERIENCE
Architect Project Team 2009 - present / Denver, CO Serving as team and production support, meeting with clients and coordinating with project teams as a contract employee for several architects.
• The lack of production staff to develop working drawings has afforded me the opportunity to work with other architects as a contractor. This has allowed them to market other projects and meet with clients. I have assembled drawing sets with little supervision, providing customer satisfaction and satisfying local building authorities.
ET design Group Designer, Consultant 1999 – 2009 / Monument, CO/Müllheim, Germany Consolidated design teams over considerable distances overcoming numerous communication challenges. Worked in cross-cultural settings, on centuries old buildings and new construction in more than eight countries. Responsible for IT support working with the Colorado office.
• The challenge was a deficiency of project standards and consistent design consultants. I helped with the implementation of consistent department standards and participated in software decisions as well as recruiting project consultants. The result was consistency in project standards and increased partnership with other design professionals.
• Although we had a talented staff, there was a
lack of projects. I helped develop a marketing strategy that included networking, newsletters and a web presence. As a result of increased web traffic and networking efforts, our actions increased our project and client base significantly.
• Communicating with clients sufficiently was a
significant challenge. I improved the delivery methods of our project process, insuring ample
communication and a steady stream of progress drawings were provided. The result was consistent, high quality project delivery and our clients recommended us to others in need of design services.
EDUCATION
• Minneapolis Drafting School Received certificate in Architectural/Structural Drafting.
• Point Loma University, San Diego
B.A. in Applied Communications.
• University of Minnesota, Minneapolis Architecture coursework at the University of Minnesota.
SELECTED PROJECTS
Corporate & Administration: • Gentle Touch Animal Hospital, Denver, CO
(new construction) • Various in-house projects for Greater Europe
Mission’s Home Office, Monument, CO (remodel of original building c. 1980’s)
• Greater Europe Mission office renovations, Kandern, Germany (adaptive re-use of original
building c. 1970’s) and Müllheim, Germany (adaptive re-use, original building c. 1880’s)
• Imation World Headquarters, Oakdale, MN (new construction “Architecture Minnesota” Nov/Dec 1998)
• Westridge Market, Minneapolis, MN (new construction)
• Smith Barney office renovations, various locations throughout the United States (tenant improvement)
Educational: • Augsburg College library remodel and student
housing, Minneapolis, MN • Hale Elementary School gymnasium and
community center addition, Minneapolis, MN Miscellaneous:
• Adapted a 19th century stone barn into apartments and office space, working in conjunction with a German architect, Kandern, Germany (adaptive re-use, original building c.1835)
• Drewstown House, County Meath, Ireland. Served as consultant and drew as-built drawings of an 18th century manor house, making design recommendations to satisfy both historical society and meet current fire code regulations.
Dwight Eitzen – selected projects
Schematic Master Plan, Golden, Colorado
The site is roughly five acres and has a few existing structures. An additional “barn” to serve as an event center as well as other buildings for pet grooming and boarding are also desired. The project, for this non-profit business, is currently in the fund raising stages but they continue to develop the site with volunteer labor.
Dwight Eitzen – selected projects
Adaptive Re-use, Kandern, Germany The attic space of this
building (parts of it dating back to the 1700’s) was slated for storage space. One look at the arc of the beams inspired the imaginations of all who saw the space. It was adapted to be used as a library for a small school in rural Germany. The trick to this project was arranging the spaces so the stacks were over a part of the building that could handle the loads required by numerous books.
Dwight Eitzen – selected projects
Imation World Headquarters, Oakdale, Minnesota
This was a great project and it was great to be a part of the project team. The building was eventually published in Architecture Minnesota. The schedule was tight and the drawing sets massive, but the end result was very pleasing for everyone involved in the project.
Dwight Eitzen – selected projects
School Addition, Loveland, CO
This project’s requirements were to add space to a cramped administrative area. Although it is not a huge project, it did provide the necessary room to reduce the squeeze put on staff until a larger remodel can be afforded.
!
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
2" CONTROLJOINT - ATTACH TOAND SEAL AT EXISTINGCURTAINWALL
NEW METAL PARAPETCAP
TAPEREDRIGIDINSULATION
ROOFINGMEMBRANE
CANT
EXISTINGCURTAINWALL
EXISTING SLAB
NEW METAL STUDWITH EXTERIOR SHEATHING
0' -
0 3
/4"
VARIES
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
"#$
EXISTINGSTRUCTURE
STOP EXISTING METALPANEL 8" ABOVE ROOF
NEW CANT
PARAPET CAPBEYOND
TAPERED RIGIDINSULATION
NEW STEELBEAM
NEW EXTERIORSHEATHING
ROOF MEMBRANE
VARIES
"#%
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
NEW METALPARAPET CAP
WOODBLOCKING
NEW WALL1 1/4" METAL WALL PANELTO MATCH EXISTING, OVERWEATHER BARRIER,EXTERIOR SHEATHING,R-19 INSULATION6" STEEL STUD
TAPERED RIGIDINSULATION
NEW BEAM
VARIES
TOP OF SLAB100' - 0"
TOP OF SLAB-114' - 0"
!
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
NEW SLAB ON GRADEOVER 4" GRAVEL BED
NEW ACOUSTICPANEL CEILING
A4.01
NEW STEEL BEAMRE: STRUCTURAL
EXISTING STEEL TUBE
REPLACE EXISTINGCURTAINWALL WITHNEW WALL -5/8" GYP. BOARDON 3 5/8" METAL STUDPROVIDE WOOD BLOCKING
EXISTING BEAMSLAB OVER METALDECK
EXISTING CEILING
1/2" EXPANSIONMATERIAL
NEW CARPET
NEW RESILIENTWALL BASE
GLASS TO REMAIN IN CENTERSECTION OF EXISTINGCURTAINWALL
REMOVE GLASS FROM EXISTINGCURTAINWALL5/8" GYPSUM BOARD RECESSED1/2" FROM FACE OF EXISTINGCURTAINWALL FRAMING
2' -
11
"3
' - 8
1/2
"4
' - 2
1/2
"
VARIES
TOP OF SLAB100' - 0"
TOP OF SLAB-114' - 0"
&"#'
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
REMOVE EXISTINGMETAL PANELSAND STONE BASESHOWN DASHED
REMOVE EXISTINGWINDOWS AND INFILLWITH STEEL STUDS& INSULATION
NEW ACOUSTICPANEL CEILING
NEW WALL -5/8" GYP. BOARD ON3 5/8" METAL STUD
NEW SLAB ON GRADEOVER 4" GRAVEL BED
A4.02
"#$
EXISTING CEILING@ 9'-0"
CONFIRM LACATIONOF EXISTING GIRTS,TYPICAL
NEW STEEL BEAMRE: STRUCTURAL
EXISTING BEAM
8" DEEP NICHE ATDEMOLISHED WINDOWS
NEW CARPET
NEW RESILIENTWALL BASE
VARIES
EXISTING WOOD SILLAT THE NICHE IS TOREMAIN
TOP OF SLAB100' - 0"
"#%
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
NEW METAL STUDAND R-19 BATTINSULATIONSTONE BASE
NEW STONECAP
NEW ALUMINUMWINDOW
NEW WALL1 1/4" METAL WALL PANELTO MATCH EXISTING,OVER WEATHER BARRIEREXTERIOR SHEATHINGR-19 BATT INSULATION6" STEEL STUD
NEW STEEL BEAMRE: STRUCTURAL
NEW ACOUSTICALPANEL CEILING
A4.03
GRADE BEAM ONDRILLED CONCRETEPIERS;RE: STRUCTURAL
NEW SLAB ON GRADEOVER 4" GRAVEL BED
5/8" GYPSUMWALLBOARD OVERVAPOR RETARDER
NEW CARPET
7' -
3"
5' -
4"
3' -
0"
0' -
6"
5/8" GYPSUM WALLBOARD
NEW RESILIENTWALL BASE
RELOCATEDLIGHT
VARIES
"#%
METAL PANELON EXTERIORSHEATHINGON EXTERIORCURTAINWALL
NEW WALL AT EXISTING CURTAINWALL5/8" GYPSUM WALLBOARDON SHEATHINGON METAL STUDS @ 16" O.C.
2" CONTROLJOINT
STONE VENEEREXTERIOR
NEW BASEFLASHING
NEW 2"x6" EXTERIORWALL
METAL COVER
LINE OF CONTROL JOINTABOVE
0' -
0 1
/2"
!
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EXISTING WALL
EXISTING COLUMN EXISTING EXPANSIONJOINT AND COVER
NEW WALL
NEW WALL ANDCOVER PLATEWORK AREA 100
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##"#1""
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03
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4/55$67%89:;63<78/956
1 1/2" = 1'-0"A4.0
1 DETAIL AT CURTAIN WALL 1 1/2" = 1'-0"A4.0
2 DETAIL AT EXISTING WALL 1 1/2" = 1'-0"A4.0
3 DETAIL AT NEW WALL
1/2" = 1'-0"A4.0
5 EXISTING SOUTH WALL 1/2" = 1'-0"A4.0
6 EXISTING WEST WALL 1/2" = 1'-0"A4.0
7 NEW WEST WALL 1 1/2" = 1'-0"A4.0
4
DETAIL AT NEW EXTERIORCORNER JOINT
1 1/2" = 1'-0"A4.0
8
DETAIL AT WORKROOM 100 ANDCURTAINWALL
TOP OF SLAB100' - 0"
TOP OF SLAB-114' - 0"
! " # $ %&
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
TOP OF EXISTINGPARAPET
135' - 0"
NEW METAL PANELSTO MATCH EXISTING
NEW METAL DOWNSPOUTTO MATCH EXISTING
RELOCATED WALL LIGHT
NEW ALUMINUM WINDOWTO MATCH EXISTING
EXISTING METAL DOWNSPOUTEXISTING ENTRYWAY
EXISTING STAIR WELL
EXISTING SPANDRELPANEL
EXISTING SPANDRELPANEL
TOP OF EXISTING ROOF129' - 1 3/4"
NEW STONE VENEER BASETO MATCH EXISTING
EXISTING BUILDING
NEW METAL COPINGTO MATCH EXISTING
3
A3.0
NEW 2" CONTROLJOINT
$'(#'(
EXISTINGCURTAINWALL
VARIES
TOP OF SLAB100' - 0"
(') *('+ (',
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
TOP OF EXISTINGPARAPET
135' - 0"
EXISTING STAIR WELL BEYOND
EXISTING ENTRYWAY
EXISTING BUILDING
NEW ALUMINUM WINDOWTO MATCH EXISTING
RELOCATEDEXISTINGLIGHT
NEW METALDOWNSPOUT & SCUPPERTO MATCH EXISTING
EXISTINGMETAL DOWNSPOUT
EXISTING SPANDRELPANEL
EXISTING SPANDRELPANEL
TOP OF EXISTING ROOF129' - 1 3/4"
NEW METAL PANELSTO MATCHEXISTINGNEW STONE VENEER BASE
TO MATCH EXISTING
NEW METAL COPINGTO MATCH EXISTING
4
A3.0
NEW EXISTING
..
('-
14 GAUGEMETAL PANEL
VARIES
*('+ (',
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
4
A3.0
A4.06A4.0
7
('-
VARIES
TOP OF SLAB100' - 0"
!"#$%
BEAM BEARING113' - 6"
TOP OF PARAPET CAP115' - 7"
3
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5
$'( #'(
4' - 0"
B2936 B2936
2' -
5"
VARIES
TOP OF SLAB100' - 0"
* ('+(',('-
EXISTING WALLTO REMAIN
GLASS TO REMAIN
REMOVE GLASSBUILD WALL PERWALL SECTION5/A4.0
REMOVE GLASSBUILD WALL PERWALL SECTION5/A4.0 REMOVE GLASS
BUILD WALL PERDETAIL 4/A4.0
TOP OF SLAB100' - 0"
* ('+(',('-
2' -
5"
NEWEXISTING
1' -
11
1/2
"3
' - 0
"
B2915 B2915 B2936
W3630 W3630 W3630 W3630 W3630
1' - 6"
B2915
TOP OF SLAB100' - 0"
*('+ (', ('-
B2915 B2915B2936B2915
2' -
5"
EXISTINGCURTAINWALLGLASS
NEW GYPSUMBOARDWALL
NEW GYPSUMBOARDWALL
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02
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1/8" = 1'-0"A3.0
1 WEST ELEVATION 1/8" = 1'-0"A3.0
2 SOUTH ELEVATION
1/4" = 1'-0"A3.0
3 EAST - WEST BUILDING SECTION 1/4" = 1'-0"A3.0
4
NORTH - SOUTH BUILDINGSECTION
1/4" = 1'-0"A3.0
6 CURTAIN WALL FROM MAIN HALL
1/4" = 1'-0"A3.0
7 WORK ROOM 100 SOUTH ELEV
1/4" = 1'-0"A3.0
5
WORK ROOM 100 NORTHELEVATION
!"# $ #
%
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+
18
' - 4
"9
' - 0
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1"
3' -
2"
13' - 7 3/4" 10' - 5 3/4" 3' - 0" 30' - 0"
100
4
A3.0
NEW WALL
ALIGN
MODIFIED EXISTINGWALL
CREATE 8" DEEPRECESS ATWINDOW OPENINGS
NEW EXTERIORWALL TO MATCHEXISTING
EXISTINGCASEWORK
NEW DOOR
EXISTING STRUCTURALCOLUMN TO REMAIN
NEW STRUCTURALCOLUMN
3' -
5 5
/8"
3' -
0"
6' -
0"
3' -
0"
6' -
0"
3' -
0"
3' -
11
"
32
' - 3
"
13' - 0"
4' - 5" 5' - 11" 2' - 8"
EXISTING CURTAINWALL
3
A3.0
OFFICE101
WK. ROOM100
1A3.0
2A3.0
2" CONTROL JOINT
!",
*"!
)"!
1' - 5"
2' - 5"0' - 5 3/4"
A4.04
A4.08
7/A3.0
5/A3.0
NEWCASEWORK
WALL & GYPSUMWALLBOARD SHALLGO TO STRUCTURE
DEMOLISH PORTION OF WALL12" ABOVE CEILING FOR RETURN AIR,RE: MECHANICAL
0' -
5 3
/4"
DEMOLISH PORTION OF WALL ABOVECEILING FOR NEW DUCT, RE: MECHANICAL
6/A3.0
1' - 6"
4' -
0"
HOLD FRAMINGAND GYPSUMWALLBOARDCLOSE TOCOLUMNS
A
B
A
A
17
' - 8
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REMOVE PORTIONSOF WALL SHOWNDASHED
EXISTING STRUCTURAL COLUMNTO REMAIN
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REMOVE GLASSPER DETAIL 6/A3.0
REMOVE PORTION OFEXISTING WALL ANDFRAMING AS INDICATED,INCLUDING 12" ABOVETHE CEILING FORADEQUATE RETURNAIR FLOW
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WK. ROOM100
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4
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3
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NEW METALDOWNSPOUTAND SCUPPERTO MATCHEXISTING
+ 3/8"+ 2 3/4""
+ 7 3/4" + 7 3/4"
ROOF MEMBRANE OVERTAPERED INSULATION
!",
*"!
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2" EXPANSIONJOINT
+ 0"
RELOCATEDLIGHT
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1/8" = 1'-0"A2.0
1 FIRST FLOOR PLAN
NORTHNORTH
1/8" = 1'-0"A2.0
2 DEMO PLAN
1/8" = 1'-0"A2.0
3 REFLECTED CEILING PLAN
NORTH
1/8" = 1'-0"A2.0
4 ROOF PLAN
NORTH
ALL CEILINGS ARE 9'-0" HIGH
Dwight Eitzen – selected projecs
various hand renderings
These are examples of work done over the past few years. Pen, markers and colored pencils were used.