Dushan milinovich resume

University of Wisconsin - Madison - College of Engineering Bachelor of Science - Civil Engineering - May 1998

Experienced in the administration anddevelopment of BIM design environment from inception to completion.

Project Coordinator, Revit/AutoCAD Specialist, Lunch-and-Learn LibrarianWilliams Architects (Feb 2007 - Dec 2011)Marketing, Construction Admin., and 3D Digital Modeling/Drafting.

University of Wisconsin - Milwaukee - School of Architecture and Urban Planning Masters of Architecture - December 2004

Harvard-Westlake Middle School (40,000 SF) – Los Angeles, CaliforniaAutoCAD project supported by Sketchup design visualization.

Revit- Used in 21 projects from marketing to construction documentsAutoCAD- Used primarily for construction documents3D Studio Max- Marketing tool and finished animationsAdobe Suite- Marketing tool and supporting graphicsSketchup- Basic pre-visualization toolMicrosoft Office - Standard of office and client communication

Burr Ridge Police Department (19,200 SF) - Burr Ridge, IllinoisCompleted Revit project, requiring a minimal RFI, Addenda, and no change-orders.

Dushan Milinovich213-864-6293

[email protected]

Project DraftsmanKalban Architects (Feb 2013 – present)AutoCAD drafter: maintaining standards, following redlines, modifying details

Project EngineerWilliams Construction Management (Feb 2006 - Feb 2007)Administration of construction sites, bridging communicator for architect, owner, and contractor.

Carol Stream Recreational Center (90,000 SF)- Carol Stream, IllinoisRevit project from marketing to construction docs, with close consultant involve-ment.

Independent ContractorMultiple Clients (Jan 2012 - Jan 2013)AutoCAD Specialist, Revit modeler, proficient in Adobe-Suite

profile

education

software

highlights

experience

3D Modeling recreates long lost or never built buildings. Historic buildings are a particular challenge when judging the LOD (Level of Detail), balancing complete reproduction and memory load/file size.

Revit- combining available 2D information to create model3D Studio Max - Rendering

1893 House (4,000 SF) - USASkills development: Ornamentation, Roof conditions, family creation.

Project DraftsmanKalban Architects (Feb 2013 – present)AutoCAD drafter: maintaining standards, following redlines, modifying details

Revit- Analysis tool for relating existing building with remaining original drawingsAutoCAD- Construction Documents resulting from 3D analysis

Harvard-Westlake Wang Center (34,000 SF) - Los Angeles, CaliforniaRenovation existing structure to include code compliance and new program

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FLOOR PLAN 11/8"=1'-0"

JEFFREY M. KALBAN & ASSOCIATES

10585 Santa Monica Boulevard, Suite 160Los Angeles, Ca. 90025

Tel: 310.441.9313 Fax: 310.441.9043e-mail: [email protected]

ARCHITECTURE, INC.

DRAWING ISSUESDescriptionNo. Date

File Name:Project No.: Scale:

c Jeffrey M. Kalban & Associates

08/08/13

121000

2013

KEY MAP

700 North Faring RoadLos Angeles, California 90077

08/27/1310/25/13

C-11124

01/20/14

FLOOR PLANLEVEL NO. 3

HWW_A221.DWG AS NOTED

A2.2.1A2.2.1REF. NORTH

Independent ContractorMultiple Clients (Jan 2012 - Jan 2013)AutoCAD Specialist, Revit modeler, proficient in Adobe-Suite

Texas A&M Equine Center (50,000 SF) - College Station, TexasRevit model requiring quick turn-over for A/V contractor of the project. Used to determine effective placement of sound systems under roof structure.

Revit- MEP CoordinationAutoCAD- Original construction document files available to A/V contractor


Revit- Marketing to Construction DocumentsAutoCAD- Construction Detailing SupportAdobe Photoshop- Marketing and supporting graphics

Carol Strem Recreational Facility (89,000 SF) - Carol Stream, IllinoisCompleted Revit project requiring coordination with consultant’s Revit Structure and MEP. Used effectively as client-public pre-visualization tool with seamless transfer to construction documents.


Revit- Marketing to Construction DocumentsAutoCAD- Construction Detailing SupportAdobe Photoshop- Marketing and supporting graphics

Burr Ridge Police Department (19,200 SF) - Burr Ridge, IllinoisCompleted Revit project, requiring a minimal RFI, Addenda, and no change-orders.

FINISHED FLOOREL = 0' - 0"

T/ TOWEREL = 33' - 10 1/2"

123452

A5.1

15

A5.1

17

A5.1

25

A5.1

T/ROOFEL = 26' - 0"

24 24 24 24 24 24 24 2424

12

12

12

12

12

121212

MASONRY VENEER. STONE.

FLASHING. COPPER. 16 OZ.

EXPANSION JOINT (EJ).PROVIDE COMPRESSIBLE

FILLER & CAULK.

CEDAR. TRIM BOARD.

* * * * * * *

WINDOW. WOOD. ALUM. CLAD.


FILLER & CAULK.

SILL. CAST STONE. WITH DRIPEDGE.

POST. HEAVY TIMBER.

DOOR. OVERHEAD SECTIONAL.INSULATED.

EXPANSION JOINT (EJ).PROVIDE COMPRESSIBLEFILLER & CAULK.

GRADE.

SILL. CAST STONE. WITHDRIP EDGE.

SIDING. CEDAR. TONGUE &GROOVE. V. GROOVE.

SHINGLE VENT. CONTINUOUS.

ROOFING. SHAKE. CEDAR.

COPING. ALUM. PREFIN.

2

A4.1

CAMERA. CLOSED CIRCUITTELEVISION.


25 27 25 5

2

METER. GAS.

ROOF DRAIN OVERFLOW.ALL EXTERIOR EXPOSED

WOOD TO BE STAINED.

LIGHTNING PROTECTION.

*

DRYER VENT.


T/ TOWEREL = 33' - 10 1/2"ROOFING. SHAKE. CEDAR.


FACE BRICK. MODULAR.


SILL. PRECAST CONC.

FOUNDATION WALL. CONC. WINDOW. WOOD. ALUM. CLAD.

WINDOW. WOOD. ALUM.CLAD.

SILL. CAST STONE.WITH DRIP EDGE.

BEAM. HEAVYTIMBER.


SHINGLE VENT.CONTINUOUS.

12

12

1 2 3 4 52

A5.1

15

A5.1

17

A5.1

25

A5.1

A4.24

A4.23

T/TOWEREL = 28' - 4 1/2"

GRADE

A4.210

A4.25

20 20 20 20 20 20 20 201616

2121212121

20

POST. HEAVY TIMBER.

ELEC.OUTLET.

EQEQ

* * * * * * * ** * * * * *

CEDAR. TRIM BOARD.

12

12

12

12


FILLER & CAULK.

STOREFRONT WINDOW SYSTEM.ALUM. THERMALLY BROKEN.

CEDAR. TRIM BOARD.

POST. HEAVY TIMBER.

2

A4.1


11'-0

"



11'-0

"


GUTTER. PREFIN. ALUM.

DOWNSPOUT. PREFIN. ALUM.

10 10

17 1414

6 4 9 4

13

1 1 1

ALL EXTERIOREXPOSED WOODTO BE STAINED.




T/ TOWEREL = 33' - 10 1/2"

A B1

A5.1

5

A5.1

20

A5.1

T/ROOFEL = 26' - 0"

20

A5.4

24

AS0.1 5

A7.3

19 19

KNOX BOX. RECESSED.FURNISHED BY OWNER ANDINSTALLED BY CONTRACTOR.VERIFY FINAL LOCATION WITHLOCAL FIRE DEPARTMENT.

STROBE. PER FIREPROT. SYS.

METER. GAS.SIAMESE CONNECTION.

GRADE.



POST. HEAVY TIMBER.

CEDAR. TRIM BOARD.

* *

SHINGLE VENT. CONTINUOUS.

12

12

12

12

12

12

12

12

ROOFING. SHAKE. CEDAR.

LIGHT FIXTURE. EXTERIOR.FOOTING. CONC.


FILLER & CAULK.



FILLER & CAULK.



FACE BRICK.



FILLER & CAULK.

25 7 8 5

ROOF DRAINOVERFLOW.

ALL EXTERIOR EXPOSEDWOOD TO BE STAINED.


MECHANICAL WALL CAP.

COPING. ALUM. PREFINISHED.


T/ TOWEREL = 33' - 10 1/2"

AB1

A5.1

5

A5.1

20

A5.1

T/ROOFEL = 26' - 0"

20

A5.4

A4.23

A4.210

18 18 22 2223 18 18

POST. HEAVY TIMBER.




CEDAR. TRIM BOARD. EXPANSION JOINT (EJ).PROVIDE COMPRESSIBLEFILLER & CAULK.

SHINGLE VENT. CONTINUOUS.ROOFING. SHAKE. CEDAR.

COPING. ALUM. PREFIN. SIDING. CEDAR. TONGUE &GROOVE. V. GROOVE.

GRADE.


FACE BRICK.



GUTTER. PREFIN. ALUM.

EQ EQ

ELEC.OUTLET.

12

12

12

12


5 8 7

11 312

15

2 2 2

25ALL EXTERIOR EXPOSED WOOD TO BE STAINED.

KNOX BOX. RECESSED.FURNISHED BY OWNER AND

INSTALLED BY CONTRACTOR.VERIFY FINAL LOCATION WITH

LOCAL FIRE DEPARTMENT.



FOOTING. CONC.



GATE

8'-0"

10'-0

"4"

PAVEMENTEL = 0' - 0"EL =SEE CIVIL

GATE. FIXED LOUVER.ALUMINUM. SEE GENERAL

SPECIFICATION NOTES.

FACE BRICK.

COPING. CAST STONE.DRIP EDGE BOTH SIDES.

GRADE.



FLASHING. COPPER. 16 OZ.


POST. HEAVY TIMBER.


2

COPYRIGHT © 2009williams/associates/architects, ltd.

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SCALE: 1/8" = 1'-0" 3WEST ELEVATION

SCALE: 1/8" = 1'-0" 1EAST ELEVATION

SCALE: 1/8" = 1'-0" 8SOUTH ELEVATION

SCALE: 1/8" = 1'-0" 6NORTH ELEVATION

PARTIAL ELEV./ SCALE: 1/8" = 1'-0" 4GENERATOR

SCALE: 1/8" = 1'-0" 2PARTIAL SOUTH ELEVATION / NORTHTOWER

INDICATES WINDOWS TO RECEIVEBLINDS. REFER TO 122100.*




ENCLOSURE