Rubbelke_Joshua portfolio 2017

JOSHUARUBBELKE ARCHI TECTURALPORTFOLI O

DESIGN

ANALYSIS

SCAPE HOTEL

BUILDING SYSTEMS ANALYSIS

NATIONAL BUILDING MUSEUM ANNEX WITHDRAWN OBJECT MOBILITY HUBS VENICE FILM ARCHIVE LA PARKING AND RECYCLING CENTER

WORK

JOSHUA EDWARD RUBBELKE

GENSLER, LOS ANGELES

1111 ARMY NAVY DR APT 930 ARLINGTON, VIRGINIA, 22202

HOK, WASHINGTON, DC

480 212 6645 jerubbel@syr.edu

Professor: Arthur McDonald

IN COLLABORATION WITH AHREN JEFFRIES

Professor: Julie Kim

THE WITHDRAWN OBJECT, LOS ANGELES, CA - RHINO, V-RAY, PHOTOSHOP, ILLUSTRATOR, AUTOCAD Professors: Marcelo Spina, Georgina Huljich, Maya Alam

APPLIED PATTERN

TOP VIEW

PROCESS DIAGRAM

FIRST LEVEL OF CANYON

TOP LEVEL OF CANYON

SECTION

AXONOMETRIC

NORTH ELEVATION

EAST ELEVATION

SECTION AXONOMETRIC

VENICE FILM ARCHIVE, VENICE, ITALY - REVIT, ILLUSTRATOR, PHOTOSHOP Professor: Richard Rosa CONCEPT

Professor: Brian Lonsway

BUILDING SYSTEMS ANALYSIS FOR “SCAPE HOTEL”

WORK

ICON TEMPORARY FLIGHT TRAINING AND SALES TRAILER, VACAVILLE, CA Gensler Los Angeles, CA 





 

 

  



  

  











 









   

  





















  



 

    



  





 



 



























 





 





 













 













   





  













     























  













SITE PLAN





    











 

  

























 

  









 





   

























  

  

  









  

                  











  







  



















     



























  







   



 



 









  





  















  









 













 



 

FLOOR PLAN







 

















  

REFLECTED CEILING PLAN





KHHR icao HAWTHORNE MUNI,CA. U.S. KH HHR HHR airport JACK NORTHROP FIELD/HAWTHORNE MUNI HAWTHORNE,CA L/L: 3355N/11820W LRN/GPS: 33-55.37N/118-20.11W Elev: 66 fss: HHR(HAWTHORNE) artcc: ZLA(LOS ANGELES) Notams: HHR Mag Var: 14E Unicom Freq: CTAF: 121.100 Lngst Rnwy: 07/25 Dim: 4956 X 100 ILS: No HHR navaid HAWTHORNE,CA EFAS L/L: 3355N/11820W LRN/GPS: 33-55.37N/118-20.11W Elev: N/A fss: HHR(HORNE) artcc: Notams: HHR Freq: 122.0 Mag Var: N/A

    

HHR weather HAWTHORNE,CA types: NO METAR UA 













  



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

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

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 

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



83





ICON FLIGHT TRAINING AND SALES TRAILER

3D VIEW - FRONT Exterior Study - Hangar

 

 

7<3

02,62015 July 7, 2015 / JUNE Page

0$,1 %8,/',1* 81'(5 &216758&7,2 3(50,7



7<3

KHHR icao HAWTHORNE MUNI,CA. U.S. KH HHR 

     

 

HHR airport JACK NORTHROP FIELD/HAWTHORNE MUNI HAWTHORNE,CA L/L: 3355N/11820W LRN/GPS: 33-55.37N/118-20.11W Elev: 66 fss: HHR(HAWTHORNE) artcc: ZLA(LOS ANGELES) Notams: HHR Mag Var: 14E Unicom Freq: CTAF: 121.100 Lngst Rnwy: 07/25 Dim: 4956 X 100 ILS: No

  



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 



  





    

    

   

$2$ (175$1&(

 

  

INTERIOR ELEVATIONS

 

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 

$33529(' 81'(5 &$/,)251,$ &2$&+

83

 

   

 

ICON FLIGHT TRAINING AND SALES TRAILER

3D VIEW - BACK

7<3

02,10 2015 July 7, 2015 / JUNE Page

0$,1 %8,/',1* 81'(5 &216758&7,2 3(50,7

HOSPITAL PROJECT, RALEIGH, NC HOK Washington, DC

3D VIEW



 

 







   



 

 





 









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 

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







   



   



 

   

 

   

       



  

 



   





 

 

 

  

  

  





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

   









 



 





 







 























 









































 



 











 













 











 



























 

 



  















 













     







































 























 









FLOOR PLAN - LEVEL 1

 

ELEVATIONS - NORTH + SOUTH 

  

  



 







 



                

 



 



  





   









 







 





 

 

   

 





   

      







 

  

 



  



   

 

   







 

















 









 











 













 

 

 







 

 



 

  





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 

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 

FLOOR PLAN - TYPICAL FLOORS

 

ELEVATIONS - EAST + WEST  







GOVERNMENT OFFICE BUILDING HOK, WASHINGTON, DC

30R

REMOVEABLE PANEL FOR FUTURE BRIDGE CONNECTION

1 A-474

TYP

34R

3

LEVEL 3 243' - 0"

5' - 9 7/16"

15' - 6"

LEVEL 3 243' - 0"

6 7/16"

A-474

LEVEL 2 227' - 6"

6' - 11 3/8"

17' - 3"

13' - 0 5/8"

2' - 9"

LEVEL 2 227' - 6"

LEVEL 1 207' - 6"

3

30R

A-473

34R

3

LEVEL 1 207' - 6"

1

TYP

A-474 6 7/16"

A-474

15' - 6"

15' - 6"

LEVEL 3 243' - 0"

10' - 0"

LEVEL 1 207' - 6"

20' - 0"

2' - 9"

LEVEL 2 227' - 6"

17' - 3" 6' - 11 3/8"

20' - 0"

LEVEL 2 227' - 6"

13' - 0 5/8"

5' - 9 7/16"

15' - 6"

LEVEL 3 243' - 0"

LEVEL 1 207' - 6"

STAINLESS STEEL CLADDING WELDED ON CLIPS

PRECAST TERRAZZO TREAD

19

20.5

20 20' - 0"

17' - 11 1/8" 3' - 11 15/16"

9 TREADS AT 1' - 0" = 9' - 0"

STEEL PAN TREAD WITH CONCRETE INFILL

7' - 8 1/2"

STEEL ANGLE

AT TR EA DS 11

WAO

4

A-592 A-592

5' - 9"

1 1/4" DIAMETER STAINLESS STEEL PIPE RAIL

3

3 A-591 COLUMN COVER, SEE INTERIOR DRAWINGS

A-592

2

1

2

A-591

A-591 1

STAINLESS STEEL OFFSET POINT SUPPORTS

A-593

TYP

9 TREADS AT 1' - 0" = 9' - 0"

STEEL STRINGER CLAD IN STAINLESS STEEL BEYOND

1/2" 1/2"

(3) 1/2" EPOXY ABRASIVES STOP 3" FROM BOTH ENDS

PRECAST TERRAZZO TREAD AND RISER

D.5

STEEL STRINGER CLAD IN STAINLESS STEEL BEYOND PRECAST TERRAZZO TREAD AND RISER

5' - 9"

CLEAR WIDTH 7' - 8 1/2"

2CE

1"

TYPICAL

2 A-446

5' - 9"

FIRST IMPRESSIONS CORRIDOR

6 A-593

1' - 0"

4

1/2" TEMPERED GLASS PANEL

TYP

3" = 1'-0"

1/2"

A-593

1/2" x 2 1/2" STAINLESS STEEL POST BEYOND

STAIR DETAIL - FIRST IMPRESSIONS STAIR STRINGER TO GROUND CONNECTION

8

14' - 0"

7' - 8 1/2"

5' - 9"

222' - 6"

DN

CLEAR WIDTH

6' - 10 3/4"

1 A-446

227' - 6"

CONCRETE SLAB, SEE STRUCTURE DRAWINGS

E

3' - 7 1/2"

4

5"

STEEL ANGLE TO BE PROVIDED BY STAIR MANUFACTURER, ALL CONNECTIONS TO BE CONCEALED 1/2"

1'

-0 "=

11 '-

5' CL -9 EA " R W ID TH

6' - 8 1/2"

218' - 6"

7 TREADS AT 1' - 0" = 7' - 0"

0"

213' - 6"

A-446

1/2"

EPOXY TERRAZZO FLOORING, SEE INTERIOR DRAWINGS

3 A-446

14' - 0"

7'

2CE259-3

CLEAR WIDTH

-1

11

5/1 6

S

"

SHARED BREAK AREA/DOCUMENT CENTER

5"

GALVANIZED STEEL STRINGER TUBE

E.5

CLEAR WIDTH 6' - 8 1/2"

CONCRETE FILLED STEEL PAN STEEL ANGLE WELDED

CONCRETE FILLED STEEL PAN

C CHANNEL ATTACHED PERPENDICULAR TO STRINGER

6"

2 A-434

19

ENLARGED STAIR PLAN - STAIR 6: FIRST IMPRESSIONS STAIR - LEVEL 2

TYPICAL

STEEL ANGLE WELDED

HAT CHANNEL 5/8" GYPSUM WALL BOARD

1/4" = 1'-0"

SECTION DETAIL - MONUMENTAL STAIR RAILING AND TREAD

20.5

20

6 A-593

TREAD DETAIL - MONUMENTAL STAIR TREAD

2 A-593

3" = 1'-0"

1 1/2" = 1'-0"

5' - 9" CLEAR WIDTH

E.5

5' - 0"

4 1/2"

ORNAMENTAL STAINLESS STEEL CANE GUARD

CLEAR BETWEEN HANDRAILS

5"

1 1/4" DIAMETER STAINLESS STEEL PIPE RAIL

3 A-446

1 1/4" DIAMETER STAINLESS STEEL PIPE RAIL 6"

1/2" TEMPERED GLASS PANEL

1/2" TEMPERED GLASS PANEL

3' - 6"

3' - 3 3/8"

WAO

T

1' - 6"

1/2" x 2 1/2" STAINLESS STEEL POST

E

2' - 10"

R

10' - 6 11/16"

9 3/8" 1 9/16"

1 A-445B

1NE215

D.5

PRECAST TERRAZZO TREAD AND RISER

STEEL PAN TREAD WITH CONCRETE INFILL

PLAN NORTH

STEEL ANGLE

EQ

FIRST IMPRESSIONS CORRIDOR

STEEL STRINGER CLAD IN STAINLESS STEEL BEYOND 8

PRECAST TERRAZZO TREAD

A-593

2 A-446

1' - 0"

6"

C CHANNEL ATTACHED PERPENDICULAR TO STRINGER HAT CHANNEL

1 A-434

ENLARGED STAIR PLAN - STAIR 6: FIRST IMPRESSIONS STAIR - LEVEL 1

1' - 0"

STEEL PAN TREAD WITH CONCRETE INFILL 1/2" x 2 1/2" STAINLESS STEEL POST BEYOND

STEEL ANGLE

TREAD (TYP.)

5/8" GYPSUM WALL BOARD

5"

RISER (TYP.)

1' - 9 1/8"

A-446

EQ

5' CL -9 EA " R W ID TH

STAINLESS STEEL CLADDING WELDED ON CLIPS

GALVANIZED STEEL STRINGER TUBE

STAIR ABOVE DP 5' - 11 7/16"

1

STAINLESS STEEL OFFSET POIN SUPPORTS

27" MAXIMUM

UP

A-446

8 1/2"

4

STAINLESS STEEL OFFSET POINT SUPPORTS

EPOXY TERRAZZO FLOORING

1/2"

5' - 10"

1/4" = 1'-0"

STAIR WIDTH

3 A-593

SECTION DETAIL - MONUMENTAL STAIR STRINGER AT LANDING 1 1/2" = 1'-0"

1 A-593

SECTION DETAIL - STRINGER TO GROUND CONNECTION 1 1/2" = 1'-0"

THANK YOU