Jingxin Nie Portfolio 2017 by Jingxin Nie

JINGXIN NIE Portfolio 2013-2017

PROFESSIONAL WORK

ACADEMIC WORK

Physical Therapy Office

Project Dartmouth

Washington D.C. Office Building

Brooklyn Bridge Park Pier 6

The New Life Lutheran Church

Contemporary Art Gallery

20th Century Museum

Mother-in-Law Apartment

Wood Design

Contact

Physical Therapy Office New York, NY

Spivak Architects Summer 2017 Phase: Design Development Construction Documents DOB Filing Set

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"

2'-4" 8'-4"

3 A-500.00

4'-2" 4'-7"

EQ EQ

Sim

8' - 6"

115

06/12/2017 17003

A-100.00

REFLECTED CEILING PLAN 1/4" = 1'-0"

7 of 35

4'-0"

EQ 8' - 6"

B 4'-0"

DRAWING NO:

4'-0"

9'-3"

INSTALL CURTAIN& TRACK. PROVIDED BY OWNER

B 4'-0"

EQ 8' - 6"

JOB NO:

75TH STREET

10 A-500.00

COVELIGHT, SEE DTL. B

DATE: PROVIDE PLYWOOD FOR VERIZON & OTHER IT SERVICES

2'-1 1/2"

2'-0"

2'-4 1/4"

CONSTRUCTION PLAN

IT CLOSET

EQ B

EQ EQ

3 A-500.00

8' - 6"

EQ 7'-8 3/4" VIF

B EQ

DRAWING TITLE:

11 A-500.00

8' - 6"B

2'-3" EQ

235 W 75TH ST NEW YORK, NY 10023

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"

2'-4 1/4"

101

8' - 6" C

3'-4" HOLD 1'-7 1/4" VIF 5"

17'-7"

RECEPTION

8' - 6"

7 1/4"

7 1 DIRECTOR'S OFFICE 113

10' - 0"

SPEAR THE ASTOR

ALIGN

PROVIDE LOW STUB WALL; SEE MILLWORK DETAILS

12'-3" VIF

A 1 A-500.00

EQ EQ 115 West 30th Street, Suite 901 New York, New York 10001 - 4060 B Tel 212 343-1166 Fax 212 343-0225

A-420.00

1'-6"

12 A-500.00 3

8'-4"

34'-1 1/2"

ALIGN

A-420.00

ALIGN

102 5'-1 3/4" VIF

8 A-500.00

2 A-500.00 EQ ALIGN W/ COLUMN

DATE G

1'-6"

ALIGN

1'-2 1/2"

EQ 3'-0"

3'-11 1/2"

103

CHANGING AREA

14'-1"

3'-0"

104

CHANGING RM

ALIGN c Copyright Spivak Architects P.C. 2016

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

5'-5"

BR 105

A-420.00

5'-0 1/2"

3'-2"

7 1/4"

4'-6"

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

AP-4

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"

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"

3 A-500.00

20'-6 1/4" VIF

AP-3

Sim

5'-4"

13'-0 3/4" VIF

8'-4"

5'-4"

MILLWORK BELOW

INSTALL TRX & REQ'D BLOCKING, PROVIDED BY OWNER

NO.

5 A-501.00

5'-4"

A-421.00 4

1 A-601.00

3' - 0"

3'-1"

A-421.00

1 A-604.00

1'-1"

2'-1 1/2"

INSTALL EYE BOLT & REQ'D BLOCKING, PROVIDED BY OWNER

4'-7"

108

4'-3 1/4"

4'-2"

ALIGN

TREATMENT AREA 2

5'-4"

G CL G

3'-10 1/2"

1'-8"

G 8' - 0"

ALIGN

PROVIDE LOW STUB WALL; SEE DETAILS 7/A-500.00

ALIGN

5'-4"

5'-0"

Sim

5. PAINT EXISTING METAL ROUND COLUMNS WITH INTUMESCENT PAINT PT-4

4 A-501.00

3 A-501.00

EQ EQ

WD-1 BAFFLE CEILING

2'-6"

3' -

EQ EQ

3'-0"

8' - 7"

4. FIREPROOFING EXISTING CEILING BEAMS AS NEEDED.

1 A-602.00

107

EQ EQ

B 8' - 6"

3. PROVIDE NEW WINDOW SILLS AT ALL WINDOWS

A-420.00

TREATMENT AREA 1

8' - 6" B

2'-0"

3'-0"

EQ EQ

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"

3'-8" HOLD

B Sim

GENERAL NOTES

3'-6" HOLD

3'-0"

4 A-500.00 D1

111

10'-5 1/4"

7'-9 1/2"

8' - 6"

STAFF RM

1'-4"

109

MILLWORK

5 1A

DIMMABLE COVELIGHT 3'-0"

A-421.00

110

PRIVATE TREATMENT RM 1

4 EXISTING CONSTRUCTION TO REMAIN A-500.00

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'-11 1/4"

11'-10"

Sim

7 1/4"

2'-2"

NEW INTERIOR GWB PARTITION

6'-8 3/4"

2 A-501.00

2'-8"

LEGEND

AP-1

EQ B

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"

B-2

STAFF RM NORTH ELEVATION

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

PROVIDE VENT COVER FOR RADIATOR

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

9'-0"

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

1/2" = 1'-0" 2 A-604.00

10' - 8" PT-3 TX-1

WD-1 BAFFLE

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"

B-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

DATE: B-1

B-1

0' - 0"

TREATMENT AREA W ELEV 1/2" = 1'-0"

0' - 0"

B-1 EQ

PEG WALL ELEVATION 1/2" = 1'-0"

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"

MILLWORK J SECTION 1 1/2" = 1'-0"

6/13/2017 10:46:10 AM

c Copyright Spivak Architects P.C. 2016

3" = 1'-0"

PAINTED WOOD BASE

3 5/8" 20 GA MTL STUDS @ 16" OC

PROVIDE WOOD BLOCKING AS REQUIRED

6" 20 GA MTL STUDS @ 16" OC

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"

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

6" 20 GA MTL STUDS @ 16" OC

3 5/8" 20 GA MTL STUDS @ 16" OC

1/2" PAINTED REVEAL

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"

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"

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

FINISH FLOOR SEE SCHEDULE FINISHED FLOORING

1/4" SAFETY MIRROR

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

4 7/8" 3 5/8" 20 GA MTL STUDS @ 16" OC 7 1/4" BASE BOARD

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"

6" = 1'-0"

FINISHED FLOORING

ALUMINUM BASE DETAIL 6" = 1'-0"

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

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

1'-4"

L-BEAD

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"

c Copyright Spivak Architects P.C. 2016

2'-8 7/8" 3/4" 2'-8 7/8"

B-4

JOB NO:

H-1

2'-10"

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" 3/4"

3/4" PLYWOOD BACKER INSIDE STUD EXIST. WALL

1/2" 1 1/8"

0' - 0"

7'-0"

2'-10"

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"

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

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

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

B-2

5/8" GYP. BOARD

1" PAINTED8'POPLAR - 6"

1/2" PAINTED REVEAL

3/4" PLYWOOD SUBSTRATE

DRAWING TITLE:

1'-3 3/4"

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

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

1/2" REVEAL BEAD

8' - 6"

3/4"

901 WOOD 4060B-1 6" = 1'-0" Tel 212 343-1166 Fax 212 343-0225 5/8" POPLAR BASE; WD-1

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"

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

WD-1

3/4"

1'-2" VIF

16 A-500.00

SLIDING WOOD DOOR

PAINT TO MATCH WALL

WD-2

3/4" WD-1 TRIM

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

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'-10"

1/2" REVEAL BEAD

WOOD DOOR

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

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

OPEN TO BEYOND

SEE SCHEDULE SEE SCHEDULE

B-4

PT-1 P-1

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

2'-10"

7'-0"

WD-1 TRIM

8' - 6"

7'-0"

3 A-604.00

2'-10"

4 A-604.00

ISSUE / REVISION

MOTTOLA RINI ENGIN 5 1/2" MTL. STUD

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

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-

Project Dartmouth Pelli Clarke Pelli Architects Fall 2016 Phase: Schematic Design

POTENTIAL FUTURE BRIDGE TO 200 CLARENDON

YWCA COPLEY PLACE TOWER

RETAIL

THE CLARENDON

40 TRINITY

U-CLUB

YWCA

OFFICE STANHOPE STREET

CLARENDON STREET

U-CLUB

TRINITY PLACE

40 TRINITY

DARTMOUTH STREET

RETAIL

STUART STREET

CLARENDON STREET

DARTMOUTH STREET

OFFICE LOBBY BELOW

TRINITY PLACE

STUART STREET

STANH

RETAIL

NEW

RES LOBBY BELOW

RAG

E EX

RAILR

D EA

SEM

ENT

EXISTING GARAGE

LINE

D EA

SEM

FRIEDA GARCIA PARK

RAILR

D EA

ENT

EXISTING GARAGE

LINE

RAILR

SEM

ENT

LINE

TUR

NPIK

RETAIL

LOADING DOCK

TUR

SOUTHWEST CORRIDOR STATION PARK ENTRANCE

NPIK

D EA

SEM

ENT

RESIDENTIAL

STANH

LINE

ESTB

RETAIL UP

TUR

E EA

STB

RESIDENTIAL LOBBY

RESIDENTIAL

131 DARTMOUTH STREET

/ CLARENDON STREETS LEVEL

RAILR

STANHOPE STREET COPLEY PLACE

STATION CONCOURSE

ROOF TERRACE LEVEL 8

BASE SCHEME TYPICAL PODIUM LEVEL 11 MAY C O P2016 YRIGHT

E NU DARTMOUTH E131 STREET

16'-0"

TOP OF BULKHEAD EL 401' - 0" MECH EL 385' - 0"

MECH 26

LEVEL 26 EL 371' - 0"

LEVEL 25 EL 357' - 0"

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"

LEVEL 19 EL 287' - 0"

LEVEL 18 EL 259' - 0"

LEVEL 17 EL 245' - 0"

LEVEL 16 EL 231' - 0"

LEVEL 13 EL 189' - 0"

364'-6"

383'-0"

13 12

LEVEL 12 EL 175' - 0"

LEVEL 11 EL 161' - 0"

LEVEL 10 EL 147' - 0"

9 14'-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"

LOBBY

16'-0"

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"

PL.2

24 23 MECHANICAL

LEVEL 22 EL 315' - 0"

LEVEL 20 EL 287' - 0"

26 25

LEVEL 19 EL 287' - 0"

LEVEL 18 EL 259' - 0"

23 22 21

LEVEL 17 EL 245' - 0"

20 19

364'-6"

15 367'-0"

383'-0"

LEVEL 16 EL 231' - 0"

17 16

LEVEL 12 EL 175' - 0"

LEVEL 11 EL 161' - 0"

13 12

LEVEL 10 EL 147' - 0"

11 10

LEVEL 9 EL 133' - 0"

DARTMOUTH STREET

LEVEL 8 EL 119' - 0"

AVG GRADE EL 20' - 6"

TOP OF BULKHEAD EL 332'-8"

LEVEL 21 EL 301' - 0"

BOSTON CITY BASE EL 0' - 0"

RETAIL RETAIL

LEVEL 23 EL 329' - 0"

STUART STREET LOBBY EL 18' - 0"

PARKING

MECH

LEVEL 24 EL 343' - 0"

DECK LEVEL EL 31' - 0"

PARKING

BOSTON CITY BASE EL 0'-0"

LEVEL 25 EL 357' - 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"

TURNPIKE ACCESS RAMP

LEVEL 26 EL 371' - 0"

LEVEL 13 EL 189' - 0"

PARKING

EXISTING LINE OF SIDEWALK AT DARTMOUTH STREET

MECH EL 385' - 0"

LEVEL 14 EL 203' - 0"

PARKING

AVG GRADE EL 20' - 6"

TOP OF BULKHEAD EL 401' - 0"

LEVEL 15 EL 217' - 0"

PARKING

16'-0"

BOSTON CITY BASE EL 0' - 0"

OFFICE OFFICE/MECHANICAL

297'-6"

STUART STREET LOBBY EL 18' - 0"

7 6

MECHANICAL TRANSFER LEVEL

OFFICE

PARKING

EXISTING GARAGE - PARKING 7

PARKING

EXISTING GARAGE - PARKING 6

PARKING

MECHANICAL

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"

GARAGE WEST LOBBY EL 18'-0" BOSTON CITY BASE EL 0'-0"

46'-0"

LEVEL 8 EL 119' - 0"

23'-10" 22'-0"

LEVEL 9 EL 133' - 0"

298'-8"

LEVEL 14 EL 203' - 0"

367'-0"

LEVEL 15 EL 217' - 0"

AVG GRADE EL 29'-0"

WASHINGTON D.C. OFFICE BUILDING Washington, D.C.

Pelli Clarke Pelli Architects Summer/Fall 2014 Phase: Schematic Design Design Development

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"

28' - 10"

T.O.S

41' - 0"

82' - 9 3/8"

50' - 0"

12' - 2"

41' - 0"

116' - 10 3/4"

41' - 0"

28' - 9 7/8"

66' - 8"

41' - 0"

12' - 2"

41' - 0"

19' - 9 5/8"

1' - 0 5/8"

28' - 5 3/8"

9' - 6 1/2"

10' - 3"

41' - 0"

2' - 3 1/8"

6' - 2 5/8"

41' - 0"

31' - 5 1/2"

41' - 0"

6.5.

2' - 2 7/8"

9' - 4"

41' - 0"

50' - 8"

58' - 6 3/8"

41' - 0"

A3.02

41' - 0"

103' - 9 1/2"

41' - 0"

A3.02

5.6.

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

66' - 8 3/4"

SKY LOBBY T.O. F.F.

3' - 3 3/4"

6' - 10"

41' - 0"

15' - 1"

50' - 6"

ATRIUM ELEVATOR LOBBY

STORAGE

GARAGE SHUTTLE LOBBY

50' - 3"

31' - 5 5/8"

9' - 6 1/2"

SD SD

41' - 0"

9' - 6 3/8"

4' - 0 1/4"

12' - 7 5/8"

26' - 8 5/8"

10' - 0 3/4"

MEZZANINE T.O.F.F. 62' - 0"

24' - 9"

A3.02

1.6

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"

50' - 6"

MAIN LOBBY T.O. F.F.

41' - 0 1/2"

91' - 5 1/2"

OPEN TO BELOW

20' - 5"

41' - 0"

17' - 8 3/4"

7' - 0 1/4"

7' - 4 1/4"

4.9

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"

18' - 8 3/4" 22' - 4 1/4"

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" 12' - 2 3/8"

10.

A.1 A

A3.01

A.1 A

A3.01

F.1

F.4

F.5

Dc.

Cd.

Bc.

Ba.

F.1

F.4

F.5

Dc.

Cd.

Bc.

Ba.

3' - 11"

3' - 3 3/4"

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

www.pcparch.com

CONSULTANT:

PROJECT:

2000 L ST NW Washington, DC 20036

DATE

DESCRIPTION

EXTERIOR AT TRANSITION

STAMP:

NORTH

DRAWN BY: Author PROJECT NO:

SCALE:

DRAWING TITLE:

RENDERING - VIGNETTES INTERIOR AT CAPS

INTERIOR AT TRANSITION

INTERIOR AT INFILL PANELS DRAWING NUMBER

A8.05

5 A2.27A

6.5.

4 A2.27A

11 A5.22

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

EXE 14' - 5"

2' - 5"

1" INSULATING GLASS ASSEMBLY, G-1

2' - 5"

STRUCTURALLY GLAZED & UNITIZED CURTAIN WALL, CW-2

G-2T

1" INSULATING GLASS ASSEMBLY, G-2

G-1T

G-2T

G-1T

TOUCH MULLION

SHADOW BOX, SH-1

SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS

10 A5.22

CURTAIN WALL ANCHOR

GYPSUM CEILING

9' - 10 1/2"

9' - 6"

ROOF SYSTEM

FIRE STOPPING

G-2

2' - 5"

TOUCH MULLION

STACK JOINT (TYP.) FIRE STOPPING EL 152' - 9"(T.O.S.) 10TH FLOOR (L)

2' - 1 1/2"

SHADOW BOX, SH-1

TOUCH MULLION

GYPSUM CEILING

CEILING (NIC)

GYPSUM CEILING

9' - 10 1/2"

9' - 6"

PAINTED ALLUMINUM LIGHTING ENCLOSURE

G-2

GYPSUM CEILING

1" INSULATING GLASS ASSEMBLY, G-1 GLASS ASSEMBLY, G-1 1" INSULATING

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

CONCRETE SLAB ON METAL DECK

CONCRETE SLAB ON METAL CONCRETE DECK SLAB ON METAL DECK

SHADOW BOX, SH-1

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

CURTAIN WALL ANCHOR

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

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-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

FIRE STOPPING

CURTAIN WALL ANCHOR

2' - 6"

2' - 1 1/2"

2' - 6"

0' - 5 1/4" 2' - 0 3/4"

FIRE STOPPING

2' - 5"

0' - 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"

PAINTED ALUMINUM SHADE POCKET

1" INSULATING GLASS ASSEMBLY, G-2

FIRE STOPPING

TOUCH MULLION

G-1T

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"

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

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.)

FIRE STOPPING

2' - 1 1/2"

2' - 6"

CONCRETE CONCRETE SLAB ON METAL DECK SLAB ON METAL DECK

PAINTED ALUMINUM LIGHT ENCLOSURE

TOUCH MULLION

SHADOW BOX, SH-1

TOUCH MULLION

1' - 7"

GYPSUM CEILING

CEILING (NIC)

SCALE: 1/2" = 1'-0"

5' - 1 1/2"

14 A5.11

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"

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"

DRAWN

PROJEC

G-2

DRAWIN

FA TR

GYPSUM CEILING 5' - 1 1/2"

5' - 1 1/2"

11TH FLOOR ROOF PLAN AT VISION GLASS

6 A5.11

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

SHADOW BOX, SH-1

GYPSUM CEILING

5' - 1 1/2"

13 A5.11

SHADOW BOX, SH-1

PAINTED ALUMINUM SHADE POCKET PAINTED ALUMINUM SHADE POCKET

5' - 1 1/2"

CURTAIN WALL ANCHOR CURTAIN WALL ANCHOR

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.)

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

2 A2.27A

CUSTOM CERAMIC FRIT PAVERS ON PEDESTALS (N/C)

0' - 5"

SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS

CUSTOM CERAMIC FRIT

9' - 7"

DD SUBMISSION 10/17/14

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

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

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"

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"

0' - 5 1/4"

1' - 8 1/2"

SCREEN EXTENSION SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS FIRE STOPPING

11 A5.22

G-1

CUSTOM COLOR PAINTED ALUMINUM COMPOSITE COPING PANELS, MP-3

11 A5.22

4 A2.27A

SCREEN EXTENSION STRUCTURAL SUPPORT REF. STRUCTURAL DRAWINGS

5' - 1 1/2"

12 A5.11

17 A5.11

BROOKLYN BRIDGE PARK PIER 6 New York, NY

Pelli Clarke Pelli Architects Summer/Fall 2014 Phase: Schematic Design

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”

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

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”

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

July 21, 2014

43’-0”

PAG E 8

PA G E 14

PA G E 1 5

SUSTAINABLE SECTION GREEN ROOF RAINWATER COLLECTION

315’-0” EL 327.0’

GREEN SKY GARDEN

RESIDENTIAL UNITS AMENITY LOBBY PARKING

HIGH PERFORMANCE WALL WITH SOLAR SHADING ON SOUTHERN FACADE

10’-0” 10’-6”

NATURAL VENTILATION

MECHANICAL ROOM / BOH

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

0’-0” EL 12.0’

OKLYN BRIDGE PARK - PIER 6 DEVELOPMENT

PA GE 2 2

ACADEMIC WORK

The New Life Lutheran Church

Contemporary Art Gallery

20th Century Museum

Mother-in-Law Apartment

Wood Design

Contact

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 non-linear geometries on the interior indicate the hierarchy of roads on the exterior, which create a consistent landscape within the bigger picture of the site.

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

Vegetation Distribution

Significant Elements

Road Hierarchy

Site Characteristics

1. Kitchen 2. Worship Space 3. Baptism 4. Storage Room 5. Pastorâ&#x20AC;&#x2122;s Office 6. Sacristy 7. Meditation Room

1st Floor Plan

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

40’-0” Tower Top A

24’-0” Roof Top

12’-0” 2nd Floor ESTCODE

0’-0” 1st Floor

-10’-0” Basement

0 10

50 30

Longitudinal Section

40’-0” Tower Top

24’-0” Roof Top ESTCODE

12’-0” 2nd Floor

0’-0” 1st Floor

-10’-0” Basement

Transverse Section

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

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

24’-0” Roof Top

12’-0” 2nd Floor

0’-0” 1st Floor/Ground Level

-10’-0” Basement

Meditation Room Section

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.

SITE PLAN 1’0”=1/32”

14.Observation Room / Gallery 15. Terrace 16.Water Boundary

Top Level Plan

3RD LEVEL PLAN 1’0”=1/16”

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

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”

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 eastwest 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.

stora ge

special exhibition

LEVEL 04

stora ge

special exhibition

LEVEL 04 special exhibition

stora ge

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

exhibition gallery

LEVEL 02

special exhibition

rg e

exhibition

nc ie

exhibition gallery

LEVEL 02

North-South Circulation

exhibition

skyl;ight

exhibition

nc ie rg

Competing with Philharmonie

exhibition gallery

stora

LEVEL 02

stora

mechanics

auditorium

mechanics

wardrobe

staff workshop

classroom workshop

auditorium

mechanics

nc ie

stora

depot

wardrobe

staff workshop

PLANS 1:500

staff workshop

LEVEL 00

classroom workshop

depot

nc ie

auditorium

50 m

LEVEL 00

wardrobe

staff workshop

classroom workshop

PLANS 1:500 depot

50 m

nc ie rg e

Continuous Green Belt

Main Entrances

LEVEL 00 PLANS 1:500

Site Plan

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

wood cladding

steel columns

1st Floor Plan

skylight

roof

2nd Floor Plan

2nd floor

1st floor

Geometric Study

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.

CONTACT Jingxin Nie 512.669.1518 niej005@gmail.com www.niej5.com