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NATIONAL BUILDING MUSEUM ANNEX WITHDRAWN OBJECT MOBILITY HUBS VENICE FILM ARCHIVE LA PARKING AND RECYCLING CENTER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THE WITHDRAWN OBJECT, LOS ANGELES, CA - RHINO, V-RAY, PHOTOSHOP, ILLUSTRATOR, AUTOCAD Professors: Marcelo Spina, Georgina Huljich, Maya Alam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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83
ICON FLIGHT TRAINING AND SALES TRAILER
3D VIEW - FRONT Exterior Study - Hangar
7<3
02,62015 July 7, 2015 / JUNE Page
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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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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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INTERIOR ELEVATIONS
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83
ICON FLIGHT TRAINING AND SALES TRAILER
3D VIEW - BACK
7<3
02,10 2015 July 7, 2015 / JUNE Page
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HOSPITAL PROJECT, RALEIGH, NC HOK Washington, DC
3D VIEW
FLOOR PLAN - LEVEL 1
ELEVATIONS - NORTH + SOUTH
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