JINGXIN NIE Portfolio 2013-2017
PROFESSIONAL WORK
ACADEMIC WORK
Physical Therapy Clinic
03
Project Dartmouth
07
Alexander Court Office Building
11
Brooklyn Bridge Park Pier 6
15
The New Life Lutheran Church
21
Contemporary Art Gallery
33
20th Century Museum
39
Mother-in-Law Apartment
47
Wood Design
53
Contact
57
03
Physical Therapy Clinic New York, NY
Spivak Architects Summer 2017 Phase: DD, CD, DOB Filing SPEAR is the nation’s top physical therapy practice with multiple locations in New York City. The team is responsible for re-branding and designing the new 4,000-plus s.f. clinic located on 75th Street featuring two private treatment rooms for massage therapy, and a shower with changing rooms. Job Duties: · Active team member for entire CD phase; · Produced CD & DOB drawing sets with Revit; · Designed customized millwork Copyright © Spivak Architects
04
SHEET NOTES:
2. PROVIDE NEW RADIATOR COVERS THROUGHOUT THE SPACE - SEE ELEVATION
30" x 78" MIRROR W/ BLACK STEEL FRAMING, SEE DETAIL
CONSTRUCTION PLAN 1/4" = 1'-0"
2'-3"
EQ
2'-4" 8'-4"
EQ
A
A1
3 A-500.00
EQ
4'-2"
Sim
4'-7"
EQ EQ
3 A-500.00
8' - 6"
EQ
115
EQ
EQ
10 A-500.00
EQ
B
EQ 8' - 6"
B A
B 4'-0"
A
4'-0"
EQ 8' - 6"
B
4'-0"
COVELIGHT, SEE DTL.
INSTALL CURTAIN& TRACK. PROVIDED BY OWNER
B
EQ
4'-0"
9'-3"
EQ
B
2'-1 1/2"
2'-0"
2'-4 1/4"
EQ
B
DATE:
Construction Plan
B
CONSTRUCTION PLAN
IT CLOSET
8
B
EQ B
B
EQ
D
B
EQ EQ
1
PROVIDE PLYWOOD FOR VERIZON & OTHER IT SERVICES
75TH STREET
A
8' - 6"
EQ
EQ 7'-8 3/4" VIF
EQ
EQ
B EQ
EQ
DRAWING TITLE:
11 A-500.00
8' - 6"B
EQ
2'-3" EQ
EQ
235 W 75TH ST NEW YORK, NY 10023
2A
8 1/4"
B EQ EQ
2'-0"
PROVIDE NEW HONED BLACK GRANITE SADDLES AS REQ'D
EQ EQ
1 A-600.00 26'-1 3/4"
A
2'-4 1/4"
101
8' - 6" C
4"
EQ
3'-4" HOLD 1'-7 1/4" VIF 5"
17'-7"
RECEPTION
8' - 6"
EQ
7 1/4"
7 1 DIRECTOR'S OFFICE 113
A
10' - 0"
SPEAR THE ASTOR
ALIGN
PROVIDE LOW STUB WALL; SEE MILLWORK DETAILS
12'-3" VIF
7
A 1 A-500.00
B1
EQ EQ 115 West 30th Street, Suite 901 New York, New York 10001 - 4060 B Tel 212 343-1166 Fax 212 343-0225
2
A-420.00
EQ
1'-6"
12 A-500.00 3
EQ
8'-4"
34'-1 1/2"
ALIGN
A-420.00
ALIGN
102 5'-1 3/4" VIF
8 A-500.00
8
A
2 A-500.00 EQ ALIGN W/ COLUMN
DATE G
1'-6"
B
8"
ALIGN
1'-2 1/2"
EQ 3'-0"
3'-11 1/2"
103
CHANGING AREA
14'-1"
3'-0"
1
5"
EQ
104
CHANGING RM
EQ
1
8"
1A
ALIGN c Copyright Spivak Architects P.C. 2016
EQ
5" 3'-11 1/2" 5"
CHANGING RM 6 1/4"
ISSUE / REVISION
Sim
SPIVAK ARCHITECTS P.C.
112
13 A-500.00
PROVIDE NEW MILLWORK
6 A-400.00
1
5'-5"
1
4
1
BR 105
1
A-420.00
4"
5'-0 1/2"
5
3'-2"
1
4"
7 1/4"
1A
2
1A
4'-6"
3
106
WORK SPACE
14 A-500.00
14'-5"
114
ADA BR
6'-3 1/2"
CLOSET
EQ 06/12/2017 06/09/2017 05/09/2017
G
1A
AP-4
1
EQ
36 West 25th Street, 4th Floor New York, New York 10010 Tel 212 627-7299 Fax 212 687-6467
C:\Users\jnie\Documents\Spear_235 West 75th St_Central 4" 2016_jnie@spivakarchitects.com.rvt
8'-10 3/4"
1A
A
MOTTOLA RINI ENGINEERS, PC
INSTALL (3) 18" PIPE BARS & FITTINGS TO WALL, PROVIDED BY OWNER 3'-1 1/2" 7 1/4"
6/13/2017 10:46:20 AM
7 1/4"
1'-5"
ISSUED FOR CONSTRUCTION ISSUED TO DOB BID SET
MECHANICAL CONSULTANT: WD-1 BAFFLE CEILING
1 A-400.00
7'-11"
0"
3 A-500.00
G
20'-6 1/4" VIF
AP-3
Sim
EQ
5'-4"
13'-0 3/4" VIF
3'
A
8'-4"
G
5'-4"
3
CL
MILLWORK BELOW
INSTALL TRX & REQ'D BLOCKING, PROVIDED BY OWNER
NO.
5 A-501.00
A1
5'-4"
1
5'-4"
A-421.00 4
1 A-601.00
1A
1
CL
3' - 0"
3'-1"
2
G
A-421.00
1 A-604.00
1'-1"
G
2'-1 1/2"
INSTALL EYE BOLT & REQ'D BLOCKING, PROVIDED BY OWNER
4'-7"
108
4'-3 1/4"
EQ
4'-2"
ALIGN
TREATMENT AREA 2
5'-4"
G CL G
3'-10 1/2"
1A
1'-8"
G
G 8' - 0"
ALIGN
PROVIDE LOW STUB WALL; SEE DETAILS 7/A-500.00
ALIGN
5'-4"
5'-0"
G
0"
Sim
B
5. PAINT EXISTING METAL ROUND COLUMNS WITH INTUMESCENT PAINT PT-4
4 A-501.00
3 A-501.00
EQ EQ
B
WD-1 BAFFLE CEILING
EQ
2'-6"
3' -
B
EQ EQ
3'-0"
8' - 7"
4. FIREPROOFING EXISTING CEILING BEAMS AS NEEDED.
1 A-602.00
107
EQ EQ
B 8' - 6"
B
3. PROVIDE NEW WINDOW SILLS AT ALL WINDOWS
A-420.00
TREATMENT AREA 1
8' - 6" B
2'-0"
3'-0"
1
EQ EQ
B
EQ B
1. USE WATERPROOF GYP. AT BATHROOM WALLS AND CEILING
EXISTING GAS PIPE TO REMAIN TO BE PAINTED
6 A-500.00
8' - 6"
CL
3'-8" HOLD
2
B Sim
2"
2
EQ
GENERAL NOTES
4"
3'-6" HOLD
3'-0"
4 A-500.00 D1
111
6
10'-5 1/4"
7'-9 1/2"
8' - 6"
STAFF RM
1'-4"
4"
109
MILLWORK
5 1A
4
DIMMABLE COVELIGHT 3'-0"
B
A-421.00
110
PRIVATE TREATMENT RM 1
D1
4 EXISTING CONSTRUCTION TO REMAIN A-500.00
5
2'-8"
A-420.00
7 1/4"
3'-0"
9'-8 3/4"
PRIVATE TREATMENT RM 2
11'-2 1/2"
A-420.00
12'-9"
6
6'-11 1/4"
11'-10"
Sim
7 1/4"
6
2'-2"
NEW INTERIOR GWB PARTITION
6'-8 3/4"
2 A-501.00
2'-8"
LEGEND
12
AP-1
1A
1A
EQ B
06/12/2017
JOB NO:
17003
DRAWING NO:
1
A-100.00
REFLECTED CEILING PLAN 1/4" = 1'-0"
7 of 35
Reflected Ceiling Plan
05
SHEET NOTES: LINEAR DIFFUSER, SEE MECH. DETAILS
3 A-603.00
WD-1 BAFFLE
PROVIDE 1/2" REVEAL BEAD UP TO CEILING EXIST. COLUMN; PT-4
MICROWAVE PROVIDED BY OWNER
OPEN TO BEYOND
5 A-500.00
8' - 6" DISPLAY NICHE
PT-1
WD-1
OPEN TO BEYOND 5 A-603.00
P-2 P-1
10' - 0"
9' - 4 3/4" 8' - 6"
PT-1
10' - 8"
PT-3
4 A-603.00
3' - 0"
ST-1 PT-1 WD-2 PLANTER
0' - 0"
5
0' - 0"
B-2
STAFF RM NORTH ELEVATION
4
1/2" = 1'-0"
TREATMENT AREA S ELEVATION 1/2" = 1'-0"
10' - 8" 10' - 0"
PT-3
WD-1 BAFFLE
5 A-030.00
ALIGN
PT-1
BLACK STEEL ANGLE FRAME, SEE DTL
INSTALL (3) 18" PIPE BARS & FITTINGS TO WALL, PROVIDED BY OWNER
PT-1
MI-1
NO.
7'-6"
MI-1
8' - 6"
INSTALL SONOS 3 SPEAKER, PROVIDED BY OWNER
ALIGN
INSTALL TRX & REQ'D BLOCKING, PROVIDED BY OWNER 3'-2"
PT-1
TX-1
ISSUED FOR CONSTRUCTION ISSUED TO DOB BID SET
06 06 05
ISSUE / REVISION
D
EQ
PROVIDE VENT COVER FOR RADIATOR
EQ
EQ
EQ
EQ
EQ
MOTTOLA RINI ENGINEERS, PC
1'-6"
PROVIDE VENT COVER FOR RADIATOR
2'-0"
5'-6"
MECHANICAL CONSULTANT: 1"
B-1 EQ
C:\Users\jnie\Documents\Spear_235 West 75th St_Central 2016_jnie@spivakarchitects.com.rvt
EQ
9'-0"
EQ
36 West 25th Street, 4th Floor New York, New York 10010 Tel 212 627-7299 Fax 212 687-6467
SPIVAK ARCHITECTS
TREATMENT AREA E ELEV
3
1/2" = 1'-0" 2 A-604.00
10' - 8" PT-3 TX-1
WD-1 BAFFLE
10' - 0"
10' - 0"
TX-1 8' - 6"
8' - 6"
115 West 30th Street, Suite 901 New York, New York 10001 - 4060 Tel 212 343-1166 Fax 212 343-0225
SPEAR THE ASTOR 235 W 75TH ST NEW YORK, NY 10023
PT-1
6/13/2017 10:46:36 AM
PT-1
c Copyright Spivak Architects P.C. 2016
9'-0"
0' - 0"
6"
B-1
PT-1
PT-1
PT-1
PT-1
DRAWING TITLE:
ST-1 COUNTER
3 A-501.00
4 A-501.00
INTERIOR ELEVATI
ST-1 COUNTER
PROVIDE NEW RADIATORS COVERS
PROVIDE NEW RADIATORS COVERS
DATE: B-1
B-1
B-1
0' - 0"
2
TREATMENT AREA W ELEV 1/2" = 1'-0"
0' - 0"
B-1 EQ
1
PEG WALL ELEVATION 1/2" = 1'-0"
EQ
06/1
JOB NO: DRAWING NO:
A-421
5'-
8'-0"
TX-1
NO.
0' - 0" WD-2
1'-2" VIF 5'-10 3/4"
1"
1
1"
MILLWORK J SECTION 1 1/2" = 1'-0"
6"
6/13/2017 10:46:10 AM
c Copyright Spivak Architects P.C. 2016
c Copyright Spivak Architects P.C. 2016
3" = 1'-0"
PAINTED WOOD BASE
2"
2
3 5/8" 20 GA MTL STUDS @ 16" OC
PROVIDE WOOD BLOCKING AS REQUIRED
2A
6" 20 GA MTL STUDS @ 16" OC
4"
DRAWI
A-
1/2" PAINTED REVEAL
WD-2 3/4" PLYWOOD SUBSTRATE
1" PAINTED POPLAR
J-2
JAMB- MET 3" = 1'-0"
4 7/8"
1A
7 1/4"
PROVIDE WOOD BLOCKING W/ SCHEDULED CEILING ROUTERED CATCH, PAINT PT-1 SEE RCP AC CAULK 5 1/2" 20 GA. DOUBLE MTL. STUD DOOR PER SCEHDULE BOTH SIDES FLAT TAPE & JTINSULATION, IF REQUIRED PER 1" PAINTED POPLAR COMPOUND PARTITION TYPE BOTH SIDES 1 LAYER 5/8" GWB 5/8" GYP. OUTSIDES
PROVIDE CORNER BEADS
1
6" 20 GA MTL STUDS @ 16" OC
3 5/8" 20 GA MTL STUDS @ 16" OC
1/2" PAINTED REVEAL
1A
6" 20 GA MTL STUDS @ 16" OC
PROVIDE WOOD BLOCKING W/ ROUTERED CATCH, PAINT PT-1
3" SOUND INSULATION 3/4" PLYWOOD
3" SOUND INSULATION
J-1B
JAMB - SLIDING 3DOOR 2 5/8" 20 GA MTL
STUDS @ 16" OC
3" = 1'-0"
BASE BOARD AC CAULK BOTH SIDES PROVIDE LATICRETE 9235 LIQUID MEMBRANE FLOOR TO FINISH FLOOR CEILING IN SHOWER, OTHER SEE SCHEDULE AREAS 8" A.F.F., TYPICAL.
+/- 3' 4th Floor 36 West 25th Street, New York, New York 10010 Tel 212 627-7299 Fax 212 687-6467
J-1B
SADDLE-2 S-2 3" = 1'-0" JAMB - SLIDING DOO 3" = 1'-0"
PROVIDE LATICRETE 92 LIQUID MEMBRANE FLOO CEILING IN SHOWER, OT AREAS 8" A.F.F., TYPICA
S-
PROVIDE LEAD PAN, RET UP WALL PERIMETERS M AND EXTEND OVER CUR TILE, T-3
TILE, T-2
2 3/4"
S-
5/8" GYP.
PROVIDE LEAD PAN, RETURN UP WALL PERIMETERS MIN. 8"
TILE, T-2
PROVIDE NEW CONCRETE CURB AS INDICATED.
SPIVAK ARCHITECTS P.C.
3" = 1'-0"
3" = 1'-0"
INSULATION, IF REQUIRED PER PARTITION TYPE
AND EXTEND OVER CURB. JAMB - SLIDING DOOR 2 4 7/8" INTERIOR J-1B PARTITION
TRANSFER SHOWER WATERPROOFING DETAIL
SADDLE-1
5 1/2" 20 GA. DOUBLE MTL. STUD
TILE, T-3 1x1 BLACK STEEL ANGLE
S-1
3 5/8" 20 GA MTL STUDS @ 16" OC
PROVIDE NEW CONCRE CURB AS INDICATED.
MARINE GRADE PLYWOOD SUBFLOOR
S-3
SADDLE-3 3" = 1'-0"
MARINE GRADE PLYWOO SUBFLOOR
PAINTED WOOD BASE
1/2"
115 West 30th Street, Suite 901 +/- 3' New York, New York 10001 - 4060 Tel 212 343-1166 Fax 212 343-0225
3/4" 3/4"
3
235 W 75TH ST NEW YORK, NY 10023 PROVIDE REMOVABLE 3/4" WHITE OAK DOWELS; (120) 6 1/4", (40) 9 1/4", (20) 12" LONG
2 3/4"
+/- 3'
2 3/4"
TRANSFER SHOWER WATERPROOFING TRANSFERDETAIL SHOWER WATERPROOFING DETAIL 3" = 1'-0" 3 3" = 1'-0"
SPEAR THE ASTOR
DRAWING TITLE:
(3) LAYERS OF W-1 WD-1
5/8" GYP.
MOTTOLA RINI ENGINEERS, PC
DETAIL AT MIRROR EDGE DETAIL AT MIRROR EDGE 5 3" = 1'-0" MILLWORK I SECTION 5 2 1 1/2" = 1'-0" 3" = 1'-0"
2 A-604.00
JOB NO
DOOR PER SCEHDULE
1/2" PAINTED REVEAL
1
FINISH FLOOR SEE SCHEDULE FINISHED FLOORING
1/4" SAFETY MIRROR
3
DATE:
PROVIDE CORNER BEADS
FLAT TAPE & JT COMPOUND BOTH SIDES AC CAULK BOTH 1 LAYER 5/8" GWB 5/8" GYP. BOARD SIDES OUTSIDES
1/2"
3/4" PLYWOOD (3) LAYERS OF WD-1
1x1 BLACK STEEL ANGLE
DETAIL AT MIRROR EDGE
1/2"
DOOR PER SCEHDULE
SCHEDULED CEILING SEE RCP AC CAULK BOTH SIDES
BACKER INSIDE STUD 3 5/8" 20 GA MTL 4 7/8" INTERIOR1 PARTITION STUDS @ 16" OC 1/8"
1x1x1/8" BLACK STEEL ANGLE
1/4" SAFETY MIRROR
3" = 1'-0"
1 LAYER 5/8" GWB OUTSIDES
TILE, T-3 3" = 1'-0" 1 1/2" = 1'-0" *FOR BATHROOM WALLS WE SHOULD SPECIFY MOSIDTURE GYB. TILE, T-2 ISSUED TO DOB 06/09/2017 *FOR BATHROOM WALLS WE SHOULD SPECIFY MOSIDTURE GYB. PROVIDE NEW CONCRETE NO. ISSUE / REVISION DATE CURB AS INDICATED. PROVIDE LATICRETE 9235 LIQUID MEMBRANE FLOOR TO CEILING IN SHOWER, OTHER MECHANICAL CONSULTANT: AREAS 8" A.F.F., TYPICAL. MARINE GRADE PLYWOOD SUBFLOOR PROVIDE LEAD PAN, RETURN UP WALL PERIMETERS MIN. 8" AND EXTEND OVER CURB.
DRAWER W/ SLIDE
5
4 7/8" 3 5/8" 20 GA MTL STUDS @ 16" OC 7 1/4" BASE BOARD
FINISHED FLOORING
FINISHED FLOORING
3/4" PLYWOOD
PAINTED WOOD BASE 2" CUSHION PROVIDED BY OWNER
6" 20 GA MTL STUDS @ 16" OC
BASE BOARD 16 GA. ALUM. *FOR BATHROOM WALLS WE SHOULD SPECIFY MOSIDTURE GYB. 16 GA. ALUM. BASEBOARD ADHEARED CAULK BOTH BASEBOARD AC ADHEARED TO PLYWOOD BACKER TO PLYWOODSIDES BACKER
16 GA. ALUM. BASEBOARD ADHEARED TO PLYWOOD BACKER
HEAD - SLIDING DOO H-
AC CAULK BOTH SIDES FINISH FLOOR SEE SCHEDULE
DOWELS; DETAIL ALUMINUM BASE 4 7/8"DETAIL INTERIOR PARTITION (120) 6 1/4", (40) 9 1/4", ALUMINUM DETAIL ALUMINUM 1 BASE B-3 6"BASE = 1'-0" (30) 12" LONG 1 B-3 6" = 1'-0" 1 1/2" = 1'-0" 6" = 1'-0" ISSUED FOR CONSTRUCTION 06/12/2017
1x1x1/8" BLACK STEEL ANGLE
5 3/4"
H-1
3 5/8" 20 GA MTL STUDS @ 16" OC BASE BOARD
PROVIDE REMOVABLE 3/4" WHITE OAK
B-4
PROVIDE WOOD BLOCKING AS REQUIRED
0' - 0" B-1 CEILING SCHEDULED SEE RCP 1/2" PAINTED REVEAL AC CAULK BOTH SIDES FLAT TAPE & JT 1" PAINTED POPLAR COMPOUND BOTH SIDES
4" MAX.
4" 1x1 BLACK STEEL ANGLE
13 of 35
3" = 1'-0"
8 1/8"
4"
6" = 1'-0"
FINISHED FLOORING
ALUMINUM BASE DETAIL 6" = 1'-0"
4"
ALUMINUM BASE DETAIL 4"
B-3
A-420.00
1/4" SAFETY MIRROR
B-4
C:\Users\jnie\Documents\Spear_235 West 75th St_Central 2016_jnie@spivakarchitects.com.rvt
BACKER INSIDE STUD
16 GA. ALUM. BASEBOARD ADHEARED TO PLYWOOD BACKER
3/4" PLYWOOD
8"
3 5/8" 20 GA MTL STUDS @ 16" OC
1 TX-1 FINISH FLOOR SEE SCHEDULE WD-1 TRIM 1A
FINISHED FLOORING PROVIDE REMOVABLE WD-1 TRIM WD-1 SHELVES L-BEAD 3/4" PLYWOOD 1/2" 3/4" PLYWOOD BACKER INSIDE STUD BACKER INSIDE STUD 1 1/8" PROVIDE 3/4" I.D. RUUBER RINGS 1 1/2" = 1'-0"
PLYWOOD DRAWING3/4" NO:
1x1x1/8" BLACK STEEL ANGLE
6/13/2017 10:46:10 AM
6"
1'-4"
1"
L-BEAD
4"
4" C:\Users\jnie\Documents\Spear_235 West 75th St_Central 2016_jnie@spivakarchitects.com.rvt
6" = 1'-0"
6/13/2017 10:46:10 AM
3'-11 1/2" 2" 1'-2"
1'-8"
ALUMINUM BASE DETAIL
TX-1
17003
5 3/4"
2 1/4"
4"
c Copyright Spivak Architects P.C. 2016
2'-8 7/8" 3/4" 2'-8 7/8"
B-4
JOB NO:
H-1
2"
2'-10"
1A
FINISHED FLOORING
1 1A
3" SOUND INSULATION 1
16 GA. ALUM. BASEBOARD ADHEARED 5/8" GYP. BOARD 5/8" BOARDBACKER TOGYP. PLYWOOD
06/12/2017
4"
4" 3/4"
3/4" PLYWOOD BACKER INSIDE STUD EXIST. WALL
1/2" 1 1/8"
0' - 0"
2"
2"
7'-0"
2'-10"
4"
4" 3/4" PLYWOOD BACKER INSIDE STUD
INTERIOR ELE
4" MAX.
3/4" 4 1/2" 6'-10"
C:\Users\jnie\Documents\Spear_235 West 75th St_Central 2016_jnie@spivakarchitects.com.rvt
INTERIOR ELEVATIONS
3" = 1'-0"
DOOR PER SCEHDULE
OUTSIDES
WD-1 TRIM
3/4"
3
4 7/8"
HEAD - ME
1A 7 1/4" COMPOUND 1" PAINTED POPLAR JAMB - SLIDING DOOR 1 3/4" WOOD INTERIOR PARTITION BOTH SIDES WOOD BASE JAMB - SLIDING DOO 3/4" WOOD INTERIOR PARTITION 2 5DETAIL J-1A J3" = 1'-0" 2 51 1/2" J-1A 3" = 1'-0" 1 1/2" = 1'-0"1 LAYER 5/8" GWB 6" = 1'-0" = 1'-0"
TX-1
DATE:
H-2
5/8" GYP.DOOR HEAD - SLIDING
STUDS @ 16" OC 1/2" POPLAR BASE; BASE BOARD PAINT TO MATCH WALL AC CAULK BOTH SIDES FINISH FLOOR SCHEDULED CEILING SEE SCHEDULE FINISHED FLOORING SEE RCP AC CAULK BOTH SIDES
L-BEAD
HAMPER PROVIDE BY OWNER
1 1/2" = 1'-0"
6" = 1'-0"
16 GA. ALUM. 3/4" BLACKENED BASEBOARD ADHEARED 5/8" GYP. BOARD STEEL HANGING TOROD PLYWOOD BACKER & FITTINGS
235 W 75TH ST PROVIDE WOOD NEW YORK, NY BLOCKING AS REQUIRED, 10023 PAINT PT-1
EQ
FLAT TAPE & JT
B-1
5/8" GYP. BOARD
SPEAR THE AS
SLIDING DOOR TRACK AND HARDWARE
DRAWING 1" PAINTED POPLAR TITLE:
2A 6" 20 GA MTL STUDS @ 16" OC 5/8" GYP. BOARD WD-2
FINISHED FLOORING
FINISHED FLOORING
WOOD BASE DETAIL WOOD B-1 BASE DETAIL 6" = 1'-0"
5/8" GYP. BOARD 5 1/2" MTL. STUD
3" SOUND INSULATION JAMB - SLIDING DOOR 1 5 3/4" WOOD INTERIOR PARTITION 3" SOUND INSULATION J-1A 3" = 1'-0" 3 5/8" 20 GA MTL
1
B-2
5/8" GYP. BOARD
1" PAINTED8'POPLAR - 6"
1/2" PAINTED REVEAL
3/4" PLYWOOD SUBSTRATE
2
DRAWING TITLE:
1'-3 3/4"
EQ
PT-1 BEYOND
MILLWORK K SECTION
6" = 1'-0"
PT-3
WD-1 BAFFLE
3" = 1'-0"
SEE SCHEDULE
1 1/2" = 1'-0" 1/2" POPLAR BASE; PAINT TO MATCH WALL
5/8" POPLAR BASE; PAINT TO MATCH WALL BLOCK AS REQ'D
EQ EQ
B-2
WOOD 10023 BASE DETAIL
1/2" SLIDING DOOR TRACK AND HARDWARE 10' - 8" PROVIDE WOOD 115STUD West 30th Street, Suite BLOCKING AS REQUIRED,5 1/2" MTL. New York, New York 10001 PAINT PT-1 5 1/2"20Tel GA.212 343-1166 Fax 212 34 I- HEADER 1/2" PAINTED REVEAL
HEAD - SLIDING PT-1DOOR
SCHEDULED CEILING SEE RCP AC CAULK 3/4" PLYWOOD SUBSTRATE BOTH SIDES 5 3/4" 3" SOUND INSULATION 2 FLAT TAPE & JT 5 3/4" COMPOUND 8 1/8" 3 5/8" 20 GA MTL BOTH SIDES 2A STUDS @ 16" OC 1 LAYER 5/8" GWB BASE BOARD OUTSIDES AC CAULK BOTH 2 3 5/8" 20 GA MTL SIDES STUDS @ 16" OC FINISH FLOOR
5/8" GYP. BOARD
BASE DETAIL
PAINT TO MATCH WALL
235 W 75TH ST NEW YORK, NY
B-1
4
5/8" GYP. BOARD
SPEAR THE ASTOR
3/4"
EQ EQ 3/4"
PAINTED ON LETERS; PT-1, STENCIL BY OTHERS 1'-3PROVIDED 3/4" 13'-5"
ION
2A
1/2" REVEAL BEAD
4"
8' - 6"
3/4"
3/4"
901 WOOD 4060B-1 6" = 1'-0" Tel 212 343-1166 Fax 212 343-0225 5/8" POPLAR BASE; WD-1
2
1/2" POPLAR BASE; PAINT TO MATCH WALL
FINISHED FLOORING
PT-1
COMMENTS PAINT PT-1 PAINT PT-1 PAINT PT-1 PAINT PT-1 PAINT PT-1 PAINT PT-1 PAINT PT-1 PAINT PT-1 PAINT PT-1
6" 20 GA MTL
1/2"
115 West 30th Street, Suite WOOD BASE DETAIL New York, New York 10001 6" = 1'-0"
2A
FINISHED FLOORING
1/2"
3/4"
B-2
WD-1 BAFFLE
3/4"
WD-1 SHELVES
EQ 5'-10 3/4"
TO ND
WOOD DOOR W/ LOUVERS
1/2" REVEAL BEAD
SHIM AS REQ'D
10' - 8" PT-3
EQ
EQ
WD-1
3/4"
1'-2" VIF
16 A-500.00
SLIDING WOOD DOOR
4"
PAINT TO MATCH WALL
WD-2
3/4" WD-1 TRIM
00
C
5/8" POPLAR BASE; Tel 212 627-7299 Fax 212 687-6467
SHIM AS REQ'D LINEAR DIFFUSER, SEE MECH. DETAILS
SPIVAK ARCHIT
5 1/2" MTL. STUD
WD-2
B
5/8" GYP. BOARD
TX-1
5/8" GYP. BOARD
STUDS @ 16" OC SHEET NOTES:
5/8" GYP. BOARD
C A WOOD DOOR WOOD DOOR W/ LOUVERS
WORK SPACE EAST ELEVATION 36 West 25th Street, TREATMENT AREA NORTH ELEVATION 4th Floor 1 York 1/2" = 1'-0" 1/2" =10010 1'-0" New York, New
FINISHED FLOORING
36 West 25th Street, 4th Floo New York, New York 10010 Tel 212 627-7299 Fax 212 68
5 1/2"20 GA. I- HEADER
4" MAX.
SLIDING WOOD DOOR
H-1
HARDWARE
16 PAINTED ON LETERS; PT-1, A-500.00 SET 1: POCKET DOOR STENCIL PROVIDED BY OTHERS SEE SCHEDULE SEE SCHEDULE SCHEDULED CEILING SET 1: POCKET DOOR HARDWARE: JOHNSON HARDWARE 20603070 SEE RCP HARDWARE: JOHNSON HARDWARE 20603070 OPEN TO PULL: IVES #230-B26D FLUSH EDGE PULL SATIN CHROME PULL: IVES #230-B26D 13'-5" FLUSH EDGE PULL SATIN CHROME AC CAULK BEYOND MOCKET #DP138-26M EQ MOCKET #DP138-26M BOTH SIDES 5 3/4" 2 SET 2: SWING DOOR FLAT TAPE & JT 3/4" 2: SWING5 DOOR HINGES: IVES #3CB1 4.5" X 4.5" FIN. 652 STEEL (3 PERSET DOOR) IVES #3CB1 4.5" X COMPOUND 4.5" FIN. 652 STEEL (3 PER DOOR) 2AHINGES: LATCH: SCHLAGE #AL40S BATH/BED PRIVACY LOCK WITH #10-025 STRIKE 8 1/8" SIDES LATCH: SCHLAGE #AL40S BOTH BATH/BED PRIVACY LOCK WITH #10-025 STRIKE LEVER: SCHLAGE #613 "JUPITER" SATIN CHROME #626 FINISH LEVER: BUMPERSCHLAGE #613 "JUPITER" CHROME #626 FINISH 1 LAYERSATIN 5/8" GWB DOOR STOP: DELTANA, UFB4505U26D, 1 1/2" UNIVERSAL FLOOR OUTSIDES DOOR STOP: DELTANA, UFB4505U26D, 1 1/2" UNIVERSAL FLOOR BUMPER DOOR HOOKS: DELTANA CAHH3U26D DOOR HOOKS: DELTANA CAHH3U26D 2 3 5/8" 20 GA MTL STUDS @ 16" OC
SPIVAK ARCHITECTS P.C.
FFUSER, H. DETAILS
Sim
2'-10" 2'-10"
2"
2'-10"
1/2" REVEAL BEAD
A
WOOD DOOR
2
DATE
MOTTOLA RINI ENGINEERS, PC B
0' - 0"
CHANGING AREAWORK EAST SPACE ELEVATION WEST ELEVATION 3 1/2" = 1'-0" 1/2" = 1'-0"
2" 2"
ISSUE / REVISION
GYP. BOARD MECHANICAL 5/8" CONSULTANT:
0' - 0"
SEE SCHEDULE SEE SCHEDULE
06/12/2017 06/09/2017 05/09/2017
BID SET
NO.
HARDWARE
DOOR TYPES
C
B
0' - 0"
B-2
DOOR STOP: DELTANA, UFB4505U26D, 1 1/2" UNIVERSAL FLOOR BUMPER DOOR HOOKS: DELTANA CAHH3U26D
SEE SCHEDULE
ISSUED FOR CONSTRUCTION WOOD DOOR SLIDING WOOD DOOR W/ LOUVERS ISSUED TO DOB
SEE SCHEDULE
5'-4"
A WOOD DOOR
B-4
DOOR TYPES
SEE SCHEDULE
4"
4
OPEN TO BEYOND
SEE SCHEDULE SEE SCHEDULE
B-4
PT-1 P-1
6"
0' - 0"
OPEN TO BEYOND
1/2"
c Copyright Spivak Architects P.C. 2016
6/13/2017 10:46:33 AM
PT-1
SEE SCHEDULE
EQ
2'-10"
EQ
2'-10"
EQ
7'-0"
WD-1 TRIM
2"
8' - 6"
7'-0"
3 A-604.00
2'-10"
4 A-604.00
06
ISSUE / REVISION
MOTTOLA RINI ENGIN 5 1/2" MTL. STUD
2"
1/2" = 1'-0"
2'-10"
7' - 0"
RECEPTION EAST ELEVATION
ISSUED FOR CONSTRUCTION ISSUED TO DOB BID SET
MECHANICAL CONSULTANT:
0' - 0"
B-4
DOOR # TYPE WIDTH HEIGHT THICKNESS MATERIAL JAMB HEAD SADDLE HARDWARE SET COMMENTS CHANGING AREA7'WEST ELEVATION CHANGING 1 2' - 10" - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 PT-1 AREA EAST ELEVATION 5 1/2"AA0'= 1'-0" 4 1/2" =PAINT 1'-0" - 0" 2 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 PAINT PT-1 3 B 2' - 8" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-1 H-1 SET 1 PAINT PT-1 4 B 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-1 H-1 SET 1 PAINT PT-1 5 B 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-1 H-1 SET 1 PAINT PT-1 6 B 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-1 H-1 S-1 SET 1 PAINT PT-1 7 A 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SCHEDULE SET 2 PAINT PT-1 DOOR LINEAR DIFFUSER, DOOR SCHEDULE SEE MECH. DETAILS 8 C 2' - 8" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 PAINT PT-1 DOOR # TYPE WIDTH HEIGHT THICKNESS MATERIAL JAMB HEAD SADDLE HARDWARE COMMENTS LINEAR DIFFUSER, 12 A 2' - 0" 7' - 0" 0' - 1 3/4" SOLIDDOOR CORE#PAINT GRADE WIDTH J-2 H-2 SET 2 PAINT PT-1 SET TYPE HEIGHT THICKNESS MATERIAL JAMB HEAD SADDLE SEE HARDWARE SET MECH. DETAILS 1 A 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 PAINT PT-1 1 A 2' PT-3 - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 1 2 A 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 PAINT PT-1 DOOR TYPES HARDWARE 8' - 6" 2 A 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 A-603.00 3 B 2' - 8" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-1 H-1 SET 1 PAINT PT-1 TX-1 3 B 2' - 8" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-1 H-1 SET 1 WD-1 4 B 2' - 10" 7' - 0" 0' - 1BAFFLE 3/4" SOLID CORE PAINT GRADE J-1 H-1 SET 1 PAINT PT-1 SEE SCHEDULE 8' - 6" SEE SCHEDULE SEE SCHEDULE 4 B 2' 10" 7' 0" 0' 1 3/4" SOLID CORE PAINT GRADE J-1 H-1 SET 1 SET 1: POCKET DOOR 5 B 2' - 10" 7' - 0" 0' - 1 3/4"HARDWARE: SOLID CORE PAINT GRADE J-1 H-1 SET 1 PAINT PT-1 JOHNSON 5 B 2' - 10" HARDWARE 7'Sim - 0"20603070 0' - 1 3/4" SOLID CORE PAINT GRADE J-1 H-1 SET 1 IVES #230-B26D EDGE J-1 PULL SATIN CHROME 2 FLUSH 6 6 B 2' - 10" 7' - 0" 0' - 1 3/4"PULL: SOLID CORE PAINT GRADE H-1 S-1 SET 1 PAINT PT-1 MOCKET WD-1 TRIM WD-2 6 B 2' - 10"#DP138-26M 7' - 0" 0' - 13/4" 3/4" SOLID CORE PAINT GRADE J-1 H-1 S-1 SET 1 A-500.00 7 A 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 PAINT PT-1 7 A 2: SWING DOOR 2' - 10" 7' - 0" 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 SET 6' - 0" 8 C 2' - 8" 7' - 0" 0' - 1 3/4"HINGES: SOLID CORE PAINT GRADE SET 2 PAINT PT-1 IVES #3CB1 4.5" X7' 4.5" FIN. 652J-2 STEEL PERH-2 DOOR) 8 C 2' - 8" - 0" 0' - 1(33/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2 SCHLAGE #AL40SGRADE BATH/BED PRIVACY LOCKH-2 WITH #10-025 STRIKE 12 A 2' - 0" 7' - 0" 0' - 1 3/4"LATCH:SOLID CORE PAINT J-2 SET 2 PAINT PT-1 LEVER: SCHLAGE #626 FINISH 12 A 2' - 0" #613 "JUPITER" 7' - 0" SATIN CHROME 0' - 1 3/4" SOLID CORE PAINT GRADE J-2 H-2 SET 2
B-2
SEE SCHEDULE
8' - 6"
1/2" = 1'-0"
C:\Users\jnie\Documents\Spear_235 West 75th St_Central 2016_jnie@spivakarchitects.com.rvt
7
4"
6
B-4
DOOR SCHEDULE
PRIVATE TREATMENT RM 1 NORTH ELEVATION
B-2 RETURN AROUND WALL 0' - 0"
B-3
0' - 0"
B-1
SEE SCHEDULE
5'-8"
OPEN TO BEYOND
MILLWORK DETAILS
S-
07
Project Dartmouth Boston, MA
Pelli Clarke Pelli Architects Fall 2016 Phase: SD The proposed project is comprised of approximately 1.26 million square feet of mixed-use redevelopment above the existing Boston Back Bay station, consisting of one 26-story office tower with ground floor retail and two mid-sized residential buildings. Job Duties: · Assisted team with design proposal for public hearing; · Produced presentation drawings, renderings and diagrams; · Created 3D model with Rhino; · Worked on shadow and feasibility studies Copyright © Pelli Clarke Pelli Architects
08
POTENTIAL FUTURE BRIDGE TO 200 CLARENDON
YWCA COPLEY PLACE TOWER
RETAIL
THE CLARENDON
40 TRINITY
U-CLUB
CLARENDON STREET
U-CLUB
TRINITY PLACE
40 TRINITY
DARTMOUTH STREET
RETAIL
STUART STREET
CLARENDON STREET
DARTMOUTH STREET
OFFICE LOBBY BELOW
TRINITY PLACE
STUART STREET
YWCA
OFFICE STANHOPE STREET
STANH
RETAIL
NEW
RES LOBBY BELOW
GA
RAG
E EX
IT
RAILR
OA
UP
D EA
SEM
ENT
EXISTING GARAGE
LINE
OA
D EA
SEM
FRIEDA GARCIA PARK
RAILR
OA
D EA
ENT
EXISTING GARAGE
LINE
RAILR
OA
SEM
ENT
LINE
TUR
NPIK
RETAIL
LOADING DOCK
TUR
SOUTHWEST CORRIDOR STATION PARK ENTRANCE
NPIK
D EA
SEM
ENT
RESIDENTIAL
STANH
LINE
TU
EW
ESTB
RETAIL UP
OU
ND
TUR
E EA
NP
STB
OU
ND
RESIDENTIAL LOBBY
RESIDENTIAL
131 DARTMOUTH STREET
/ CLARENDON STREETS LEVEL
RAILR
STANHOPE STREET COPLEY PLACE
DN
STATION CONCOURSE
ROOF TERRACE LEVEL 8
BASE SCHEME TYPICAL PODIUM LEVEL Street Level Plan 11 MAY C O P2016 YRIGHT
© 2O16
US
MB
LU
CO
AV
E NU DARTMOUTH E131 STREET
76
Typical Podium Level Plan COPYRIGHT © 2O16
09
16'-0"
TOP OF BULKHEAD EL 401' - 0" MECH EL 385' - 0"
MECH 26
LEVEL 26 EL 371' - 0"
25
LEVEL 25 EL 357' - 0"
24
LEVEL 24 EL 343' - 0"
N EO AD E SH LIN HR Y" "2 PLE CO
LEVEL 23 EL 329' - 0" LEVEL 22 EL 315' - 0" LEVEL 21 EL 301' - 0"
23 22 21 20
LEVEL 20 EL 287' - 0"
19
LEVEL 19 EL 287' - 0"
18
LEVEL 18 EL 259' - 0"
17
LEVEL 17 EL 245' - 0"
16
LEVEL 16 EL 231' - 0"
15
LEVEL 13 EL 189' - 0"
14
364'-6"
383'-0"
13 12
LEVEL 12 EL 175' - 0"
11
LEVEL 11 EL 161' - 0"
10
LEVEL 10 EL 147' - 0"
9 8 14'-0"
LEVEL 8 EL 119' - 0"
37'-0"
50'-0"
LEVEL 7 EL 105' - 0" LEVEL 6 EL 95' - 0" LEVEL 5 EL 85' - 0" LEVEL 4 EL 75' - 0" LEVEL 3 EL 65' - 0" LEVEL 2 EL 55' - 0"
EXISTING DECK LEVEL EL 31' - 0" STUART STREET LOBBY EL 18' - 0" BOSTON CITY BASE EL 0' - 0"
7
OFFICE OFFICE/MECHANICAL
6
PARKING
5
PARKING
4
PARKING
3
PARKING
2
PARKING
1
RETAIL RETAIL
LOBBY
AVG GRADE EL 20' - 6"
TURNPIKE ACCESS RAMP
EXISTING LINE OF SIDEWALK AT DARTMOUTH STREET
I-90 WEST
GARAGE BRIDGE EXIT BEYOND
I-90 EAST
RETAIL
STATION RETAIL
STATION RETAIL ORANGE LINE
PL.1&3
ROOF EL 75'-0"
LEVEL 2 EL 53'-0"
CONCOURSE LEVEL EL 29'-2"
16'-0"
MECH EL 385' - 0"
BOSTON CITY BASE EL 0'-0"
Dartmouth Street Elevation
MECH
LEVEL 26 EL 371' - 0"
25
LEVEL 25 EL 357' - 0"
24
18
14
17 16
13
15
12
14
11
LEVEL 11 EL 161' - 0"
13 12
10
LEVEL 10 EL 147' - 0"
11 10
9
LEVEL 9 EL 133' - 0"
DARTMOUTH STREET
LEVEL 8 EL 119' - 0"
AVG GRADE EL 20' - 6"
1
297'-6"
364'-6"
367'-0"
383'-0"
20 19
15
LEVEL 12 EL 175' - 0"
BOSTON CITY BASE EL 0' - 0"
22 21
16
LEVEL 16 EL 231' - 0"
STUART STREET LOBBY EL 18' - 0"
23
17
LEVEL 17 EL 245' - 0"
DECK LEVEL EL 31' - 0"
24
18
LEVEL 18 EL 259' - 0"
LEVEL 7 EL 105' - 0" LEVEL 6 EL 95' - 0" LEVEL 5 EL 85' - 0" LEVEL 4 EL 75' - 0" LEVEL 3 EL 65' - 0" LEVEL 2 EL 55' - 0"
26 25
19
LEVEL 19 EL 287' - 0"
LEVEL 13 EL 189' - 0"
27
20
LEVEL 20 EL 287' - 0"
TOP OF BULKHEAD EL 332'-8"
28
21
LEVEL 21 EL 301' - 0"
LEVEL 14 EL 203' - 0"
MECHANICAL
22
LEVEL 22 EL 315' - 0"
16'-0"
23
LEVEL 23 EL 329' - 0"
298'-8"
LEVEL 24 EL 343' - 0"
LEVEL 15 EL 217' - 0"
AVG GRADE EL 29'-0"
PL.2
Dartmouth Street Section
TOP OF BULKHEAD EL 401' - 0"
46'-0"
LEVEL 9 EL 133' - 0"
23'-10" 22'-0"
LEVEL 14 EL 203' - 0"
367'-0"
LEVEL 15 EL 217' - 0"
MECHANICAL TRANSFER LEVEL
8
OFFICE
7
OFFICE
6
PARKING
EXISTING GARAGE - PARKING 7
5
PARKING
EXISTING GARAGE - PARKING 6
4
PARKING
3
PARKING
2
PARKING
MECHANICAL
9
MECH EL 316'-8" LEVEL 28 EL 307'-0" LEVEL 27 EL 297'-4" LEVEL 26 EL 287'-8" LEVEL 25 EL 278'-0" LEVEL 24 EL 268'-4" LEVEL 23 EL 258'-8" LEVEL 22 EL 249'-0" LEVEL 21 EL 239'-4" LEVEL 20 EL 229'-8" LEVEL 19 EL 220'-0" LEVEL 18 EL 210'-4" LEVEL 17 EL 200'-8" LEVEL 16 EL 191'-0" LEVEL 15 EL 181'-4" LEVEL 14 EL 171'-8" LEVEL 13 EL 162'-0" LEVEL 12 EL 152'-4" LEVEL 11 EL 142'-8" LEVEL 10 EL 133'-0" LEVEL 9 EL 118'-8"
EXISTING GARAGE - PARKING 8
EXISTING GARAGE - PARKING 5 EXISTING GARAGE - PARKING 4 EXISTING GARAGE - PARKING 3 RETAIL THROUGH-BLOCK CONNECTION
RETAIL TURNPIKE ACCESS RAMP
EXISTING GARAGE - PARKING 2 EXISTING GARAGE - PARKING 1
EXISTING I-90 ACCESS RAMP BEYOND
AVG GRADE EL 19'-2" MASS TURNPIKE EL 6'-0"
Stuart Street Section
GARAGE WEST LOBBY EL 18'-0" BOSTON CITY BASE EL 0'-0"
Stuart Street Elevation
10
Site Axon View
11
ALEXANDER COURT OFFICE BUILDING Washington, D.C.
Pelli Clarke Pelli Architects Summer/Fall 2014 Phase: SD, DD Alexander Court is a new trophy office development in the core of Washington D.C.’s central business district. The two existing office buildings are transformed by a four story vertical addition and new cladding to provide gracious new public spaces for tenants, including an iconic glass atrium. Job Duties: · Active team member for entire DD phase; · Created 3D models with Revit; · Produced detail drawings with Revit Copyright © Pelli Clarke Pelli Architects
NEW PLAN LEVEL 01
NEW PLAN LEVEL 02
1' - 11" 3' - 3" 3' - 3" 3' - 2 1/4"
10.
11' - 4 1/2"
16' - 8"
28' - 4 1/4"
11' - 4 1/2"
16' - 4 1/2"
21' - 10"
16' - 4 1/2"
41' - 0"
15' - 10 1/2"
12' - 2"
41' - 0"
41' - 0"
41' - 0"
28' - 10"
9.
T.O.S
41' - 0"
82' - 9 3/8"
50' - 0"
12' - 2"
41' - 0"
41' - 0"
116' - 10 3/4"
41' - 0"
28' - 9 7/8"
8.
66' - 8"
41' - 0"
12' - 2"
41' - 0"
41' - 0"
19' - 9 5/8"
1' - 0 5/8"
28' - 5 3/8"
7.
9' - 6 1/2"
10' - 3"
41' - 0"
2' - 3 1/8"
6' - 2 5/8"
41' - 0"
31' - 5 1/2"
41' - 0"
6.
6.
6.5.
6.5.
2' - 2 7/8"
9' - 4"
1
1
41' - 0"
50' - 8"
58' - 6 3/8"
41' - 0"
A3.02
41' - 0"
103' - 9 1/2"
41' - 0"
A3.02
5.6.
5.6.
5.
5.
11' - 3"
41' - 0"
13' - 8"
41' - 0"
15' - 0 1/8"
41' - 0"
31' - 5 1/2"
1' - 3 1/8" 12' - 2"
34' - 9 5/8"
11' - 3" 41' - 0" 13' - 2" 27' - 10" 11' - 3"
T.O.S LEVEL 2
7.
66' - 8 3/4"
SKY LOBBY T.O. F.F.
3' - 3 3/4"
6' - 10"
0"
41' - 0"
1
15' - 1"
50' - 6"
1
ATRIUM ELEVATOR LOBBY
STORAGE
GARAGE SHUTTLE LOBBY
50' - 3"
31' - 5 5/8"
4.
9' - 6 1/2"
SD SD
41' - 0"
9' - 6 3/8"
4' - 0 1/4"
12' - 7 5/8"
4.
26' - 8 5/8"
10' - 0 3/4"
2
3.
MEZZANINE T.O.F.F. 62' - 0"
2
24' - 9"
A3.02
1.6
1.6
3.
2
2
6' - 0"
1' - 4"
13' - 6 1/8" 6' - 10 1/4"
59' - 9" 5
K ST. LOBBY T.O. F.F.
A3.02
41' - 0"
41' - 0"
3
50' - 6"
MAIN LOBBY T.O. F.F.
41' - 0 1/2"
3
2.
2.
91' - 5 1/2"
OPEN TO BELOW
20' - 5"
41' - 0"
41' - 0"
4
4
17' - 8 3/4"
7' - 0 1/4"
1.
7' - 4 1/4"
1.
4.9
4.9
5
5
6' - 2" 31' - 8" 9' - 4" 41' - 0" 39' - 0"
41' - 0"
30' - 9" 10' - 3"
25' - 10" 7' - 0" 6' - 3" 41' - 0" 13' - 2" 27' - 10" 8' - 2 1/8"
8.
18' - 8 3/4" 22' - 4 1/4"
9.
8' - 7 1/2" 21' - 10"
3' - 11" 29' - 1" 155' - 1 7/8"
3' - 3 3/4" 33' - 2" 6' - 3" 31' - 8" 9' - 4" 41' - 0" 39' - 0"
57' - 6 1/2" 20' - 5" 52' - 7 1/4" 16' - 10 1/2"
Level 2 Plan 12' - 2 3/8"
10.
1
A.1 A
B
C
A3.01
1
B
C
A.1 A
A3.01
D
E
F
F.1
F.4
F.5
D.
G
Dc.
Cd.
C.
Bc.
B.
Ba.
A.
D
E
F
F.1
F.4
F.5
D.
G
Dc.
Cd.
C.
Bc.
B.
Ba.
A.
12
Level 1 Plan
3' - 11"
3' - 3 3/4"
13
4
3
2
1
D
D
EXECUTIVE ARCHITECT:
ARCHITECTS
1121 14th Street, NW 3rd Floor Washington, DC 20005 T 202.659.0929 F 202.659.0928 www.fox-architects.com
DESIGN ARCHITECT:
DD SUBMISSION 10/17/14
322 Eighth Avenue, 11th Floor New York, New York 10001 T 212 417 9496 F 212 417 9497
C
C
www.pcparch.com
CONSULTANT:
PROJECT:
2000 L ST NW Washington, DC 20036
B
B
#
DATE
DESCRIPTION
EXTERIOR AT TRANSITION
STAMP:
A
A
NORTH
DRAWN BY: Author PROJECT NO:
SCALE:
DRAWING TITLE:
RENDERING - VIGNETTES INTERIOR AT CAPS
INTERIOR AT TRANSITION
INTERIOR AT INFILL PANELS
Curtain Wall Rendering Test 4
3
2
1
DRAWING NUMBER
A8.05
14
4
4
3
4
3
3
2
A.
5 A2.27A
5 A2.27A
A.
A.
2
2
1
1
5 A2.27A
6.5.
6.
6.5.
6.5.
4 A2.27A
11 A5.22
2' - 5"
2' - 5"
0' - 5 1/4"
G-1T
STACK JOINT (TYP.)
CONCRETE SLAB ON METAL DECK
STACK JOINT (TYP.)
SHADOW BOX, SH-1
STACK JOINT (TYP.)
D EL 176' - 9"(T.O.S.) 12TH FLOOR (L)
G-1T
SHADOW BOX, SH-1
G-1T
G-1T
EXE 14' - 5"
2' - 5"
1" INSULATING GLASS ASSEMBLY, G-1
2' - 5"
2' - 5"
2' - 5"
2' - 5"
2' - 5"
STRUCTURALLY GLAZED & UNITIZED CURTAIN WALL, CW-2
STRUCTURALLY GLAZED & UNITIZED CURTAIN WALL, CW-2
G-2T
1" INSULATING GLASS ASSEMBLY, G-2
G-1T
G-2T
G-1T
TOUCH MULLION
TOUCH MULLION
SHADOW BOX, SH-1
SHADOW BOX, SH-1
SHADOW BOX, SH-1
SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS
10 A5.22
CURTAIN WALL ANCHOR
CURTAIN WALL ANCHOR
4"
GYPSUM CEILING
9' - 10 1/2"
9' - 6"
ROOF SYSTEM
ROOF SYSTEM
FIRE STOPPING
G-2
FIRE STOPPING EL 152' - 9"(T.O.S.)
2' - 1 1/2"
10TH FLOOR (L)
CONCRETE SLAB ON METAL CONCRETE DECK SLAB ON METAL DECK
SHADOW BOX, SH-1 TOUCH MULLION
SHADOW BOX, SH-1
SHADOW BOX, SH-1
TOUCH MULLION
TOUCH MULLION
GYPSUM CEILING
CEILING (NIC)
GYPSUM CEILING
9' - 10 1/2"
9' - 6"
PAINTED ALLUMINUM LIGHTING ENCLOSURE
G-2
GYPSUM CEILING
B
1" INSULATING GLASS ASSEMBLY, G-1 GLASS ASSEMBLY, G-1 1" INSULATING
4
9' - 6"
CW-1
G-1
SHADOW BOX, SH-1
PAINTED ALUMINUM SHADE POCKET PAINTED ALUMINUM SHADEPAINTED POCKET ALUMINUM SHADE POCKET
PAINTED ALUMINUM SHADE POCKET
1 A2.27A
G-1
PAINTED ALUMINUM LIGHT ENCLOSURE TOUCH MULLION
1' - 7"
GYPSUM CEILING
9' - 10 1/2"
PROJ
STACK JOINT (TYP.)
CURTAIN WALL ANCHOR
TRANSITION AT PARAPET - NORTH - SECTION - 02 STRUCTURALLY GLAZED & UNITIZED STRUCTURALLY & UNITIZED 5 GLAZED SCALE: 1/2" = 1'-0" CURTAIN WALL CW-2 CURTAIN WALL CW-2
9' - 10 1/2"
G-1
CONCRETE SLAB ON METAL DECK
2' - 5"
FIRE STOPPING
1" INSULATING GLASS ASSEMBLY, 1" INSULATING G-2 GLASS ASSEMBLY, G-2
9' - 6"
G-2
ONE CURTAIN WALL MODULE
G-2
TRANSITIONSTRUCTURALLY AT PARAPET - GLAZED NORTHSTRUCTURALLY &- SECTION UNITIZED - 01 GLAZED & UNITIZED
3
SCALE: 1/2" = 1'-0"
CURTAIN WALL CW-2 CURTAIN WALL CW-2
G-2
G-1
TRANSITION AT PARAPET - NORTH - ELEVATION SCALE: 1/2" = 1'-0"
ONE CURTAIN WALL MODULE ONE CURTAIN WALL MODULE
G-1
G-2
G-2
G-1
G-1
#
G-2
ONE CURTAIN WALL MODULE ONE CURTAIN WALL MODULE GYPSUM ENCLOSURE AT PERIMETER COLUMN
9' - 10 1/2"
CEILING (NIC)
G-1
ONE CURTAIN WALL MODULE
ww
FIRE STOPPING
CURTAIN WALL ANCHOR
2' - 6"
2' - 6"
2' - 1 1/2"
2' - 6"
0' - 5 1/4" 2' - 0 3/4"
2' - 5"
0' - 5"
2' - 5"
2' - 5"
GYPSUM CEILING
CEILING (NIC)
G-2
STRUCTURALLY GLAZED & UNITIZED CURTAIN WALL CW-2
322 Ne T 2 F 2
CON
CURTAIN WALL ANCHOR CURTAIN WALL ANCHOR 6
STACK JOINT (TYP.)
2' - 4"
GYPSUM CEILING
G-1T
STACK JOINT AT PARAPET STACK JOINT AT PARAPET PAINTED ALUMINUM LIGHT ENCLOSURE
CONCRETE SLAB ON METAL DECK
1' - 7"
11TH FLOOR (L)
PAVERS ON PEDESTALSPAVERS (N/C) ON PEDESTALS (N/C)
SIM
PAINTED ALUMINUM SHADE POCKET PAINTED ALUMINUM SHADE POCKET
2' 1'- -4" 7"
EL 164' - 9"(T.O.S.)
CW-2 CW-2
1" INSULATING GLASS ASSEMBLY, G-1
CUSTOM CERAMIC FRITCUSTOM CERAMIC FRIT
5 A5.22
CONCRETE SLAB ON METAL CONCRETE DECK SLAB ON METAL DECK
TOUCH MULLION
G-2T
SCREEN EXTENSION STRUCTURAL SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS DRAWINGS
A5.22
SHADOW BOX, SH-1
G-2T
2' - 5" 2' - 6"
9' - 7"
9' - 7"
PAINTED ALUMINUM SHADE POCKET
1" INSULATING GLASS ASSEMBLY, G-2
FIRE STOPPING
TOUCH MULLION
G-1T
C
TOUCH MULLION
GYPSUM CEILING
CURTAIN WALL ANCHOR CURTAIN WALL ANCHOR
SHADOW BOX, SH-1
G-1T
SHADOW BOX, SH-1
PAINTED ALUMINUM SHADE POCKET
CEILING (NIC)
1' - 7"
9' - 6"
FIRE STOPPING
G-2T
CONCRETE SLAB ON METAL DECK
TOUCH MULLION
STRUCTURALLY GLAZED & UNITIZED CURTAIN WALL CW-2
STACK JOINT AT PARAPET STACK JOINT AT PARAPET
G-2T
1" INSULATING 1" INSULATING GLASS ASSEMBLY, G-2 GLASS ASSEMBLY, G-2
2' - 5"
14' - 5"
14' - 5"
GLAZED & UNITIZED STRUCTURALLY GLAZEDSTRUCTURALLY & UNITIZED FIRE STOPPING CURTAIN WALL, CW-2 CURTAIN WALL, CW-2
FIRE STOPPING
SHADOW BOX, SH-1
SCREEN EXTENSION STRUCTURAL SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL SUPPORT REF. STRUCTURAL 2' DRAWINGS DRAWINGS
0' - 8 1/2"
STACK JOINT AT PARAPET
STACK JOINT AT PARAPET
CONCRETE SLAB ON METAL DECK
CUSTOM CERAMIC FRITCUSTOM CERAMIC FRIT
0' - 7"
DES
9' - 10 1/2"
10 A5.22
0' - 8 1/2"
0' - 7"
10 A5.22
5 A5.22 SIM
SIM PAINTED ALUMINUM LIGHT ENCLOSURE
PAINTED ALUMINUM LIGHT ENCLOSURE
0' - 5"
0' - 5 1/4"
6 A5.22
STACK JOINT (TYP.)
STACK JOINT (TYP.)
STACK JOINT (TYP.)
FIRE STOPPING
FIRE STOPPING
FIRE STOPPING
FIRE STOPPING
2' - 1 1/2"
2' - 6"
2' - 6"
CONCRETE CONCRETE SLAB ON METAL DECK SLAB ON METAL DECK
PAINTED ALUMINUM LIGHT ENCLOSURE
PAINTED ALUMINUM LIGHT ENCLOSURE
TOUCH MULLION
TOUCH MULLION
SHADOW BOX, SH-1
SHADOW BOX, SH-1
TOUCH MULLION
TOUCH MULLION
1' - 7"
GYPSUM CEILING
CEILING (NIC)
CEILING (NIC)
SCALE: 1/2" = 1'-0"
5' - 1 1/2"
14 A5.11
G-1
G-1
CW-1 CW-1
G-1
PAINTED ALUMINUM SHADE POCKET PAINTED ALUMINUM SHADE POCKET GYPSUM CEILING
TRANSITION AT TRANSITION PARAPET - NORTH AT PARAPET - SECTION - NORTH - 01- SECTION - 01 4 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
Curtain Wall3 Section Detail
3
5' - 1 1/2"
TRANSITION AT PARAPET - NORTH - PLAN - LOWER SCALE: 1/2" = 1'-0"
CW-1 TO CW-2 TRANSITION PLAN AT SHADOW BOX
TRANSITION AT TRANSITION PARAPET - NORTH AT PARAPET - ELEVATION - NORTH - ELEVATION 3 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
2
DRAWN
PROJEC
G-2
G-2
DRAWIN
FA TR
GYPSUM CEILING 5' - 1 1/2"
4
4
5' - 1 1/2"
11TH FLOOR ROOF PLAN AT VISION GLASS
6 A5.11
1
TRANSITION AT TRANSITION PARAPET - NORTH AT PARAPET - SECTION - NORTH - 02- SECTION - 02 5 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
5' - 1 1/2"
TRANSITION AT PARAPET - NORTH - PLAN - UPPER
A
SHADOW BOX, SH-1
GYPSUM CEILING
5' - 1 1/2"
13 A5.11
2
SHADOW BOX, SH-1
PAINTED ALUMINUM SHADE POCKET PAINTED ALUMINUM SHADE POCKET
B
5' - 1 1/2"
CURTAIN WALL ANCHOR CURTAIN WALL ANCHOR
2' - 1 1/2"
2' - 1 1/2"
CURTAIN WALL ANCHOR CURTAIN WALL ANCHOR
2' 1'- -4" 7"
STAMP
CONCRETE SLAB ON METAL DECK SLAB ON METAL DECK CONCRETE
STACK JOINT (TYP.)
A
5' - 1 1/2"
5' - 1 1/2"
5' - 1 1/2"
5' - 1 1/2"
5' - 1 1/2"
6 A5.22
2' - 1 1/2"
0' - 8 1/2"
9 A5.22
1" INSULATING GLASS ASSEMBLY, G-1 GLASS ASSEMBLY, G-1 1" INSULATING
9' - 7"
2' - 0 3/4"
0' - 5 1/4"
STRUCTURALLY GLAZEDSTRUCTURALLY & UNITIZED GLAZED & UNITIZED CURTAIN WALL, CW-2 CURTAIN WALL, CW-2
5 A5.22
5
AR
2 A2.27A
CUSTOM CERAMIC FRIT PAVERS ON PEDESTALS (N/C)
C
0' - 5"
SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS
CUSTOM CERAMIC FRIT
9' - 7"
DD SUBMISSION 10/17/14
9' - 8 1/2"
9' - 8 1/2"
CW-2
ROOF SYSTEM
9 A5.22
2' - 0 3/4"
SHADOW BOX, SH-1
9 A5.22
GYPSUM CEILING
2' - 4"
9' - 7"
SHADOW BOX, SH-1
9' - 7"
CONCRETE SLAB ON METAL DECK
SHADOW BOX, SH-1
9' - 6"
CONCRETE SLAB ON METAL DECK
9' - 8 1/2"
CURTAIN WALL ANCHOR CURTAIN WALL ANCHOR
0' - 7" 0' - 5 1/4" 2' - 0 3/4"
MP-3
GYPSUM CEILING
9' - 6"
9' - 6" 0' - 5 1/4" 2' - 0 3/4" 9' - 6"
MP-3
SHADOW BOX, SH-1
B
0' - 5 1/4"
G-1T
G-1
PAINTED ALUMINUM SHADE POCKET
2' - 4"
2' - 0 3/4"
G-1
CURTAIN WALL ANCHOR
STACK JOINT (TYP.)
FIRE STOPPING
GYPSUM CEILING
DD SUBMISSION 10/17/14
STACK JOINT (TYP.)
CUSTOM COLOR PAINTED CUSTOM COLOR PAINTED ALUMINUM ALUMINUM COMPOSITE COPING COMPOSITE COPING PANELS, MP-3 PANELS, MP-3
PAINTED ALUMINUM SHADE PAINTED ALUMINUM SHADE POCKET POCKET
C
4 A2.27A
MP-3
2' - 5"
0' - 8 1/2"
STACK JOINT (TYP.)
CUSTOM COLOR PAINTED CUSTOM COLOR PAINTED ALUMINUM COMPOSITE COPING COMPOSITE COPING ALUMINUM PANELS, MP-3 PANELS, MP-3
2' - 0 3/4"
1' - 8 1/2"
1' - 8 1/2"
0' - 8 1/2"
0' - 8 1/2" 0' - 5 1/4"
FIRE STOPPING
SCREEN EXTENSION SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS
TOUCH MULLION
2' - 0 3/4"
2' - 0 3/4"
0' - 5 1/4"
D
1' - 8 1/2"
SCREEN EXTENSION SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS FIRE STOPPING
11 A5.22
D
G-1
CUSTOM COLOR PAINTED ALUMINUM COMPOSITE COPING PANELS, MP-3
CUSTOM COLOR PAINTED ALUMINUM COMPOSITE COPING PANELS, MP-3
11 A5.22
4 A2.27A
SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS
SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS
5' - 1 1/2"
17 A5.11
12 A5.11
Curtain Wall Elevation & Plan 1
15
BROOKLYN BRIDGE PARK PIER 6 New York, NY
Pelli Clarke Pelli Architects Summer/Fall 2014 Phase: SD The Brooklyn Bridge Park Project is a competition for development of two residential buildings in the upland area of Pier 6. The two sites are right next to One Brooklyn Bridge Park, and can be up to 315 feet and 155 feet with 430 residential units. Job Duties: · Active team member for entire SD phase; · Worked on feasibility studies of plans; · Assisted team with presentation drawings, graphics, renderings, diagrams and models Copyright © Pelli Clarke Pelli Architects
16
Ground Level Rendering
17
PARCEL A - PROGRAM DISTRIBUTION IN PLAN 73’-6”
33’-0”
53’-0”
43’-0”
ROOF LEVEL
SKY GARDEN
PARCEL A - PROGRAM DISTRIBUTION IN PLAN 73’-6”
53’-0”
73’-6”
31’-0”
31’-0”
46’-0”
HIGH-RISE LEVELS 5,020 GSF MID-RISE LEVELS 9,240 GSF
43’-0” 43’-0”
33’-0” 33’-0”
27’-0” 27’-0”
41’-0”
22’-2”
29’-0”
130’-0”
24’-2”
SKY GARDEN
53’-0”
MID-RISE LEVELS B 9,520 GSF
ROOF LEVEL 9,880 GSF
73’-6” 73’-6”
84’-0”
37’-0”
33’-0” 33’-0”
25’-0” 27’-0”
16’-0”
PARCEL B - PROGRAM DISTRIBUTION IN PLAN
PARCEL B - PROGRAM DISTRIBUTION IN PLAN
130’-0”
53’-0”
INSET GARDEN LEVEL - TYPE 2 8,290 GSF INSET GARDEN LEVEL - TYPE 1 8,340 GSF 43’-0” 31’-0”
41’-0”
31’-0”
24’-2”
22’-2”
43’-0”43’-0”
41’-0”
37’-0”
16’-0”
46’-0”
73’-0”
SKY GARDEN
BROOKLYN BRIDGE PARK - PIER 6 DEVELOPMENT 130’-0” 22’-2”
COPYRIGHT © 2014
29’-0”
MID-RISE LEVELS A 9,520 GSF
AMENITY LEVEL & SKY GARDEN 9,520 GSF
84’-0”
76’-0”
130’-0”
27’-0”
PAG E 9
130’-0”
July 21, 2014
LOW-RISE LEVELS 9,880 GSF
2050 SF
24’-2”
930 SF
33’-0”
BROOKLYN BRIDGE PARK - PIER 6 DEVELOPMENT
BROOKLYN BRIDGE PARK - PIER 6 DEVELOPMENT
July 21, 2014
July 21, 2014 COPYRIGHT © 2014
43’-0”
43’-0”
BROOKLYN BRIDGE PARK - PIER 6 DEVELOPMENT July 21, 2014 COPYRIGHT © 2014
PAG E 8
Typical Floor Plan
COPYRIGHT © 2014
PA G E 14
PA G E 1 5
18
SUSTAINABLE SECTION GREEN ROOF RAINWATER COLLECTION
RESIDENTIAL UNITS AMENITY LOBBY PARKING
HIGH PERFORMANCE WALL WITH SOLAR SHADING ON SOUTHERN FACADE
MECHANICAL ROOM / BOH
10’-0” 10’-6”
NATURAL VENTILATION
GREEN ROOF RESIDENTIAL AMENITIES RAINWATER COLLECTION
155’-0” EL 167.0’
9’-6”
INSET GARDEN
11’-0”
GREEN SKY GARDEN
RAIN WATER HARVEST
NATURAL VENTILATION
ELEVATED RESIDENTIAL ENTRY
15’-0” 15’-0”
ELEVATED RESIDENTIAL ENTRY
0’-0” EL 12.0’
15’-0”
10’-0”
BIKE STORAGE (BACK)
15’-0”
RESIDENTIAL AMENITIES
9’-6”
RAIN WATER HARVEST
OKLYN BRIDGE PARK - PIER 6 DEVELOPMENT
2014
315’-0” EL 327.0’
GREEN SKY GARDEN
0’-0” EL 12.0’
Site Section & Energy Analysis COPYRIGHT © 2014
PA GE 2 2
ACADEMIC WORK
The New Life Lutheran Church
21
Contemporary Art Gallery
33
20th Century Museum
39
Mother-in-Law Apartment
47
Wood Design
53
Contact
57
21
THE NEW LIFE LUTHERAN CHURCH Dripping Springs, TX
Advanced Studio Fall 2013 Time: 16 weeks Partner: Jack Liu Instructor: Vincent Snyder
The New Life Church is a local Lutheran group in Dripping Springs. The specific site beside Highway 12 spans from east to west, open and broad. The old oak trees on site are considered the prominent outdoor chapel space. Therefore, the church building is experienced as embracing nature with the outdoor worship space being equally significant as the indoor space. The smooth transition from outdoor to indoor space happens at the same time as people are gradually led up to sanctuary with a view of the pure sky and oak trees beyond the horizon. By inserting a series of new trees to integrate landscape as a whole, the site is experienced as a process of discovery. The church turns out to be a simple modest shape with curving gestures inside. The nonlinear geometries on the interior indicate the hierarchy of roads on the exterior, which create a consistent landscape within the bigger picture of the site.
22
23
Solid
Solid Soft
BtD
Soft Void
TaB
Deb
Void Hard Solid Hard
BtD
Solid Soft
Soft Void
Void Hard
BtD: Brackett-Rock outcrop-Comfort Complex, Hard 1 to 8 percent slopes DeB: Denton Silty Clay, 1 to 3 percent slopes TaB: Tarpley clay, 1 to 3 percent slopes
Soil Type & Site Feature
24
Vegetation Distribution
Significant Elements
Road Hierarchy
Site Characteristics
25
1. Kitchen 2. Worship Space 3. Baptism 4. Storage Room 5. Pastor’s Office 6. Sacristy 7. Meditation Room
1st Floor Plan
26
2nd Floor Plan
Roof Plan
RAINWATER DUCT CONTROL
HVAC AIR HANDLER UNIT
HVAC AIR PRETREATMENT
6’’thick concrete secondary wall
ELEVATOR MECHANICAL
10’’thick concrete primary wall
DOMESTIC HOT WATER
6’’x6’’HSS secondary column
MECHANICAL STORAGE ROOM
Structure Plan
UNEXCAVATED ZONE
Basement Plan
27
40’-0” Tower Top A
24’-0” Roof Top
12’-0” 2nd Floor ESTCODE
0’-0” 1st Floor
-10’-0” Basement
20
0 10
50 30
ft
Longitudinal Section
28
40’-0” Tower Top
24’-0” Roof Top ESTCODE
12’-0” 2nd Floor
0’-0” 1st Floor
-10’-0” Basement
Transverse Section
29
plant
24’-0” Roof Top
fine gravel substrate layer soil stabilization net filter fabric waterproof membrane thermal insulation vapor retarder reinforced concrete steel angle support gutter flashing
12’-0” 2nd Floor
0’-0” 1st Floor/Ground Level
Water Collecting Device Detail
-10’-0” Basement
Green Roof Section
30
pivot central line
24’-0” Roof Top ESTCODE
ESTCODE
C 4x7.2 C 4x4.5 wood cladding EDOCTSE ESTCODE
ESTCODE
pivot
Door Detail
EDOCTSE ESTCODE
ESTCODE
EDOCTSE
concrete paver
0’-0” 1st Floor
underground gutter
waterproof membrane drainage mat
Gutter Detail
Pivot Door Section
31
24’-0” Roof Top
12’-0” 2nd Floor
0’-0” 1st Floor/Ground Level
-10’-0” Basement
Meditation Room Section
32
33
CONTEMPORARY ART GALLERY Austin, TX
Advanced Studio Spring 2014 Time: 12 weeks Instructor: Kevin Alter
The Contemporary Austin was awarded a $9 million grant to help create an unparalleled arts destination at Laguna Gloria. Unlike the urbanized Austin area, the Laguna Gloria site comprises approximately 12 acres on the eastern bank of Lake Austin, which is an ecology refuge, holding numerous and diverse plant and animal communities. It is an incredible place to experience art and nature. The program is a contemporary gallery with an observation space for Lake Austin. The most significant feature in the design is the three conic shape structures. The concept is to channel the light down softly to the lower level gallery and meanwhile to create an open and welcome observation space at the higher level in order to have the wonderful view of Lake Austin.
34
SITE PLAN 1’0”=1/32”
35
15
14
16
14.Observation Room / Gallery 15. Terrace 16.Water Boundary
Top Level Plan
3RD LEVEL PLAN 1’0”=1/16”
9
10
13
13
14
15
16 12 11
Site Plan
9. Meeting Room / Office 10. Living Room 11. Box Office 12. Gallery 13. Indoor Exhibition Space 14. Outdoor Exhibition Space 15. Storage Room 16. Egress
2ND LEVEL PLAN 1’0”=1/16”
Lower Level Plan
36
37
LONGITUDINAL SECTION LONGITUDINAL SECTION 1’-0”=1/8”
1’-0”=1/8” Longitudinal Section
TRANSVERSE SECTION TRANSVERSE SECTION
1’-0”=1/8” Transverse Section 1’-0”=1/8”
38
39
20th Century Museum Berlin, Germany
Advanced Studio Spring 2015 Time: 12 weeks Instructor: Babara Hoidn
The proposed 20th Century Museum is located at the center of Kulturforum, which will play an important role bonding all buildings in this area and create a new urban community within Berlin’s larger urban context. The Lshape museum consists of two parts, a long elevated bar and a taller stepped building mass. It potentially connects the buildings on north-south axis. The elevated bar is trying to extend the simplicity and purity of Neue Nationalgalerie, while the stepped mass part is competing the organic shape of Berliner Philharmonie. Since the bar is raised to provide free access for pedestrians, the public plaza which the Lshape encircles, along with the front plaza of Gemäldegalerie and the plaza of Berlin State Library becomes a continuous belt of public area on east-west axis. The new 20th Century Museum will reunite all the isolated buildings in Kulturforum and reform the site into a more functional and correlative organism in urban scale.
40
41
stora ge
special exhibition
LEVEL 04
stora ge
special exhibition
LEVEL 04 special exhibition
stora ge
special exhibition
special exhibition
stora ge
special exhibition
LEVEL 03 special exhibition
LEVEL 03
Extension of Neue Nationalgalerie
LEVEL 03
Free Access on East-West exhibition gallery
special exhibition
exhibition gallery
special exhibition
exhibition gallery
exhibition
skyl;ight
exhibition
skyl;ight
exhibition
rg
e
exhibition
co
nc
ie
exhibition gallery
LEVEL 02
special exhibition
rg e
exhibition
exhibition
co
nc ie
exhibition gallery
LEVEL 02
North-South Circulation
exhibition
exhibition
skyl;ight
exhibition
nc ie rg
e
Competing with Philharmonie
co
exhibition gallery
stora
ge
LEVEL 02
stora
ge
mechanics
auditorium
mechanics
wardrobe
staff workshop
staff workshop
staff workshop
staff workshop
staff workshop
classroom workshop
auditorium
mechanics
co
nc ie
rg
e
stora
ge
depot
wardrobe
staff workshop
PLANS 1:500
staff workshop
staff workshop
staff workshop
staff workshop
LEVEL 00
classroom workshop
depot
nc ie
rg
e
auditorium
co
0
5
10
20
50 m
LEVEL 00
wardrobe
staff workshop
staff workshop
staff workshop
staff workshop
staff workshop
classroom workshop
PLANS 1:500 depot
0
5
10
20
50 m
nc ie rg e
Continuous Green Belt
co
Main Entrances
LEVEL 00 PLANS 1:500
42
Site Plan
43
44
45
46
47
MOTHER-IN-LAW APARTMENT Charlottesville, VA
Vertical Studio Spring 2013 Time: 8 weeks Instructor: Michael Benedikt
Located at Charlottesville, Virginia, the Ford Residence was designed by architect Edward Ford as his own house. The structural components of the building become major, visible features of its design. Within the uniform grid of the post-and-beam structure are a number of compositional centers defining views and circulation, and creating patterns of symmetry in plan and section. The proposal is to build an additional single apartment to Ford Residence for the mother-in-law. The methodology is to analyze the geometry of the existing house both in plan and section and to continue the strategy on addition. The cladding material of the addition is consistent with th existing wood. But formally, the addition approaches the opposite way with one single and smooth move since the existing building is very structurally exposed.
Ford Residence
48
49
50
51
52
wood cladding
steel columns
1st Floor Plan
skylight
roof
2nd Floor Plan
2nd floor
1st floor
Geometric Study
53
GEO-TABLE Wood Design Summer 2013 Time: 3 weeks Instructor: Mark Macek
Inspired by pure geometries, geo-table was built as a coffee table by hand and machine with American black walnut. Circle is a closed geometry with the most dots and triangle the least. The combination of the two makes a conflicting but simple geometric object of beauty. The triangle connects the three legs with screws covered by aluminum tubes, which creates a visual illusion of floating. Instead of joining wood by wood, this gesture grants the table a compact and light spirit.
54
55
56
CONTACT Jingxin Nie 512.669.1518 niej005@gmail.com www.niej5.com