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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 Cv Work

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Page 1: Dwight Eitzen Cv Work

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.

Page 2: Dwight Eitzen Cv Work

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

Page 3: Dwight Eitzen Cv Work

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.

Page 4: Dwight Eitzen Cv Work

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.

Page 5: Dwight Eitzen Cv Work

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.

Page 6: Dwight Eitzen Cv Work

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.

Page 7: Dwight Eitzen Cv Work

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

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1/2

"4

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1/2

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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"

!

"#' "#$

EXISTING WALL

EXISTING COLUMN EXISTING EXPANSIONJOINT AND COVER

NEW WALL

NEW WALL ANDCOVER PLATEWORK AREA 100

EXISTINGCONTROLJOINT

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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

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7

('-

VARIES

TOP OF SLAB100' - 0"

!"#$%

BEAM BEARING113' - 6"

TOP OF PARAPET CAP115' - 7"

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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

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02

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567897:;$<8<=/>7?:@4@<%>7?:@

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

!"# $ #

%

&

!"' !"(

)

*

+

18

' - 4

"9

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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

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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

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17

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EXISTING STRUCTURAL COLUMNTO REMAIN

REMOVE EXISTINGWINDOWS SHOWNDASHED

*

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REMOVE PORTION OFEXISTING WALL ANDFRAMING AS INDICATED,INCLUDING 12" ABOVETHE CEILING FORADEQUATE RETURNAIR FLOW

!"# $ #

%

&

!"' !"(

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WK. ROOM100

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NEWCEILING

EXISTINGCEILING

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)

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4

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NEW METALDOWNSPOUTAND SCUPPERTO MATCHEXISTING

+ 3/8"+ 2 3/4""

+ 7 3/4" + 7 3/4"

ROOF MEMBRANE OVERTAPERED INSULATION

!",

*"!

)"!

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

Page 8: Dwight Eitzen Cv Work

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.