Sheet Set Drawing Samples

THEODORE KOFMAN 60 E9th Street Apt 506 New York, NY, 10003 www.spaceodt.com Tel: +1-516-469-6467 kofmant@spaceodt.com

DRAWING SAMPLE

SPACEODT ARCHITECTURE AND URBAN DESIGN THEODORE KOFMAN,CO-FOUNDER

HOWL GALLERY, ARCHIVE AND OFFICES Bowery Street, New York Under Construction - completion August 2020 Design and Project Management

1

2

3

4

5

6

HOWL ARTS GALLERY AND ARCHIVE

7

250 BOWERY STREET 2ND FLOOR NEW YORK, NY 10012

PLAN LEGEND: NOT IN SCOPE

E

E

EXISTING CONDITION NEW CONSTRUCTION

RELOCATE EXTG GLASS SLIDING DOORS FROM GALLERY 4 TO NEW LOCATION HERE. V.I.F ROUGH OPENING.

6

3A

2A

8H

ALIGN

D VIDEO 2

A400

ALIGN

12

1 4

3A

12

3B

RELOCATED EXISTNG AHU AC-2-2 .REF TO MEP DWGS.

13

3A

8H 4' - 0" MIN

GALLERY 3

9

D

COMMON OFFICE

3C

VIF DIMENSION OF AC-2-2 BEFORE FURRING

A400

RELOCATED CABINETS. REF. TO INTERIOR ELEVATIONS. CUT AND FIT AS REQUIRED

A400

8 A500

A

16' - 10 3/4"

CPT-1

10

8H

3' MIN

CORRIDOR

3

ALIGN W/SOFFIT ABOVE

8

9 4 7/8" EXISTING CABINETS TO REMAIN

5/8" GYP BD. EA. SIDE 3 5/8" METAL STUDS @16" O.C. (TYP.)

7 NEW MOVABLE RECEPTION DESK. REF TO MILLWORK DRAWINGS.

STORAGE 13

WET CLOSET

?

15

8H

?

8H

14 15

3B

6' - 0 1/4"

CORRIDOR

22' - 0 3/4"

3C 12

A400 13

6 3/8"

3

3A

4

3A

8 4 A500

ROTATED AHU AC-2-7.

REF TO MEP PREP DRAWINGS. 8H

8H

B 1

CORRIDOR

2

NEW GLASS WALL WITH RELOCATED DOOR. REF.TO DOOR SCHEDULE

1 A302

-

-

-

-

-

OFFICE/ONFERENCE

REPLACE EXISTING GLASS PANEL WITH SLIDING DOOR. REFER TO DOOR SCHEDULE. V.I.F ROUGH OPENING.

3

-

-

NEW SLIDING GL PANEL

16' - 6"

2 -

8

5

RELOCATED EXISTING AHU AC-2-5. REF TO MEP DRAWINGS

WALL TYPE - 8G 1 1/2" = 1'-0"

B

5" 5/8" GYP BD. ONE SIDE

3A

MILLWORK UNDER REVISION

V.I.F AFTER AC-2-7 ROTATION

3 5/8" METAL STUDS @16" O.C. (TYP.)

3 5/8" METAL STUDS @16" O.C. (TYP.) 3/4" PLYWD.

5

SOFFIT ABOVE

RESEARCH

1

1 1/2" = 1'-0"

B

CPT-1

LIBRARY

WALL TYPE - 3C

ALIGN

8H

Date Date 1

ROOM

ALIGN

RELOCATE EXISTING GLASS WALL FROM OFFICE/ CONFERENCE RM #3 TO NEW LOCATION HERE

Description Revision 1

8G

8H

8

No. 1

5/8" GYP BD. ONE SIDE

6

CLOSET

1 1/2" = 1'-0"

4 1/4"

GALLERY 2 PATCH, GRIND AND POLISH EXISINTG CONCRETE FLOOR

WALL TYPE - 3B

5/8" GYP BD. EA. SIDE 3/4" PLYWD. 3 5/8" METAL STUDS @16" O.C. (TYP.)

MOVABLE WALLS. REF. TO MILLWORK DRAWINGS

D

1' - 10"

8H

1 1/2" = 1'-0"

5 5/8"

ALIGN

5

C

10 A500

A400 16

MAIN GALLERY

WALL TYPE - 3A

5/8" GYP BD. EA. SIDE 3/4" PLYWD. EA. SIDE 3 5/8" METAL STUDS @16" O.C. (TYP.)

3A

INSTALL PLYWOOD BACKING @ EXISTING GALLERY WALL. RESURFACE WITH 5/8" GWB

2

?

NEW SLOP SINK

ALIGN

INSTALL PLYWOOD BACKING @ EXISTING GALLERY WALL. RESURFACE WITH 5/8" GWB

1' - 6"

15

3C

C

WWW.SPACEODT.COM

VIF

10

6' - 3 5/8"

GALLERY 4

SOFFIT ABOVE

3' - 0" MIN

7

A400

CPT-1

9

C

WDF-1

11

ALIGN

5

11

CORRIDOR

A400

ALIGN STAGE/WALL TO FACE OF MULLION

11

NOTES: 1.

PATCH AND PAINT ALL EXISTING AND NEW DRYWALL PARTITIONS. 2.

PATCH, GRIND AND POLISH EXPOSED CONCRETE FLOORING. 3.

TYPICAL FLOOR TO CEILING HEIGHT 8'-6" 4.

NEW WALLS AROUND AIR HANDELING UNITS TO BE 2HR RATED 5.

EXISTING EXIT SIGNS AND EMERGENCY LIGHT FIXTURES TO REMAIN 6.

EXISTING FIRE ALARM TO REMAIN. 13' - 2 3/8" VIF

PRIVATE OFFICE

ALIGN NEW WALL TO EXTG

18' - 1 1/2"

RELOCATE EXISTING GLASS SLIDING DOORS FROM GALLERY 4 TO NEW LOCATION HERE. V.I.F ROUGH OPENING.

KITCHEN VESTIBULE 3

6

KITCHEN

WALL TYPE - 8H 1 1/2" = 1'-0"

4

NEW 5/8" GYP BD. ONE SIDE EXTG METAL FRAMING AND GWB NEW 3/4" PLYWD.

5

A

A

7

WALL TYPE - 8I

FLOOR PLAN NEW CONSTRUCTION

1 1/2" = 1'-0"

3 1/4" 3/8" GYP BD. EA. SIDE

1

14' - 1 1/2"

13' - 1 1/2"

2

3

13' - 7"

4

13' - 8"

5

2 1/2" METAL STUDS @16" O.C. (TYP.)

14' - 6 3/4"

6

7

8

WALL TYPE - 2A 1 1/2" = 1'-0"

Project Number Date Drawn By Checked By

1

Level - 02 1/4" = 1'-0"

Scale

A100

1705 08/01/2019 Author Checker

As indicated

9/2/2019 9:17:40 PM

14' - 6 3/4"

CEILING PLAN LEGEND

HOWL ARTS GALLERY AND ARCHIVE

NOT IN SCOPE

R

RELOCATED SPRINKLER/ HVAC DIFFUSER

N

NEW SPRINKLER/ HVAC DIFFUSER

250 BOWERY STREET 2ND FLOOR NEW YORK, NY 10012

FIRE ALARM - LEGEND SPRINKLER WALL MOUNTED SPRINKLER WM-SS

WALL MOUNTED SPEAKER/STROBE CEILING MOUNTED EXIT SIGN

LIGHTING - LEGEND PEN-X

E

PENDANT LIGHT

DL

DOWNLIGHT

WW-X

TRK -P2

TRK -P2

4' - 5"

R WM-SP WM-EM

EQ

EQ

EQ

EQ

8' - 6" A.F.F.

WM-EM EL=9'

1 SK-03

WMSPKR 1

9

8' - 6" A.F.F.

13' - 7"

TRK-P

EXPOSED PIPING. REF.TO NOTE # 2 WM-EM EL=9'

N

WMSPKR 1

DL -EM

WM-EM EL=7'-9"

WMSPKR 2

PEN 1

ALIGN ALL FIXTURES TO EXTG SPRINKLERS

WM-S EXISTING CLG

9

WM-S

WM-EM EL=9'

PEN 3

TRK-P2

WM-EM EL=9'

TRK-S

WM-S

9

EQ

10' - 2" A.F.F.

EQ

EQ

10' - 1"

10' - 2" A.F.F.

WM-EM EL=9'

2 3 4 9

Description Revision 2 Revision 3 Revision 4 Revision 9

B

3.NEW TRACK LIGHTS TO BE FURNISHED BY OWNER, INSTALLED BY GC PER MANUFACTURER INSTRUCTION AND TRAINING.9. REF. TO LIGHTING SHOP DRAWINGS FOR TRACK LIGHTING LOCATION, DIMENSIONS AND FIXTURE TYPES. 4.ALL EXISTING AND NEW GWB CEILING TO BE PATCHED, PAINTED PER SPECIFICATION. .PATCH, PAINT ALL SEAMS BETWEEN EXISTING AND NEW GWB CEILINGS 5.ALL SYSTEMS INSTALLED SHOULD COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. ALL MECHANICAL EQUIPMENT USED SHALL BE U.L APPROVED

WM-EM WM-S EL=9'

6.EXISTINTG EXIST SIGNS AND EMERGENCY LIGHT FIXTURES TO REMAIN

BASE CABINETS BELOW 6' - 0"

7. EXISTING FIRE ALRAM TO REMAIN WALL CABINETS

LIN-3

8. ALL WALL MOUNTED EMERGENCY LIGHTING TO BE MOUNTED PER ELEVATION NOTED IN THIS PLAN.

LOCATE NEW LIN-3 @ EXISTING FIXTURE LOCATION

A MOUNT EM LIGHTS ON VERTICAL EDGE OF SOFFIT @ MIN. 4" FROM SIDEWALL SPRINKLERS. REF. TO NOTE 8 AND INTERIOR ELEVATIONS

NEW CONSTRUCTION RCP Project Number

1

2

3

4

5

6

Date 11/21/2019 12/11/2019 01/22/2020 03/17/2020

2.ALL EXPOSED PIPING AND UNDERSIDE OF DECK TO BE PAINTED PER SPECIFICATION.

N

9

WM-EM EL=9'

SECURITY

1. REF TO LIGHTING, AND MEP PLANS FOR RELOCATION OF EXISTING FIXTURES AND NEW FIXTURES

EQ

S -S M W

EXISTING CLG

WM-SS

EQ

EXISTING CLG

LINEAR DIFFUSER

CEILING NOTES:

LIN-2

EXISTING CLG

WM-SS

WALL MOUNTED RETURN DIFFUSER

L-DIFF

SECURITY CAMERA - CEILING MOUNTED

NEQ

TRK-P2

WALL MOUNTED SUPPLY DIFFUSER

WM-R

MOTION SENSOR - CEILING MOUNTED

9

8' - 6" A.F.F.

8' - 6" A.F.F.

R WM-S

RELOCATED DIFFUSERS, REF TO NOTE #1.

LIN-2

DL -EM

WM-S

No.

DL

5' - 0"

EXISTING EXIT SIGN TO REMAIN . REF. TO NOTE # 6

ACCESS PANEL

WM-SPKR X SPEAKER - WALL MOUNTED

CLG-1

5' - 0"

CEILING MOUNTED SUPPLY RETURN

AUDIO VISUAL

8' - 6" A.F.F.

8' - 6" A.F.F.

EQ

DL -EM

EXISTING CLG

8' - 6" A.F.F.

S

7' - 6"

ALIGN

C

EQ

WW-1

R

TRK-S

TRK-S

2' - 0"

TRK-S

EXISTING CLG

WM-EM EL=9'

EQ

WM-S

10' - 2" A.F.F.

EQ

4' - 0"

S -S M W

EXISTING CLG

N

8' - 0" MIN. FROM EXTG

TRK-S

DL -EM

0' - 10"

PEN 1 MILLWORK UNDERNEATH

EQ

R DL-EM

WM-R

TRK-S

2' - 0" EQ

EQ

TRK-S

EQ

WMSPKR 1

EQ

EXISTING CLG

EXISTING CLG EQ

EMERGENCY TRACK LIGHT

DL -EM

WM-EM EL=7'-9"

DL

EMERGENCY LIGHT (WALL MOUNTED)

TRK-P-EM

MIRROR TAPELIGHT EXTG TO REMAIN

8' - 6" A.F.F.

DL -EM

CLG-1

9

WM-EM EL=9'

LIN-1

4' - 6"

WM-S

8' - 0" A.F.F.

10' - 1" A.F.F.

EXISTING CLG

DL-EM

8' - 6" A.F.F.

CLG-1

8' - 0" A.F.F.

EQ

8' - 6" A.F.F.

EXISTING CLG

NWM-EM WMEL=9' SPKR 2 EXISTING CLG

10' - 1" A.F.F.

EXISTING CLG

EQ

5' - 0"

EQ

DL -EM

EMERGENCY DOWNLIGHT

WM-EM

HVAC - LEGEND

INSTALL NEW DOWNLIGHTS @ NEW LOCATIONS

DL

EQ WM-EM EL=9'

EXISTING SOFFITS TO REMAIN

EXPOSED PIPING AND SLAB REF.TO NOTE # 2

MOUNT SPEAKERS ON VERTICAL EDGE OF SOFFIT @ MIN. 4" FROM SIDEWALL SPRINKLERS. REF. TO NOTE 8.

WM- WM-SS SPKR 3

WM-S

REF. TO NOTE # 3

N.I.S

DL -EM

3' - 0"

SPRINKLER AND EM LIGHT 4" MIN APART

THEATRICAL LIGHTING - RECESSED

CEILING MOUNTED SUPPLY DIFFUSER

EXISTING CLG

R

PROJECTOR AND DEDICATED OULTET

WM-SS

DL

DL -EM

WWW.SPACEODT.COM

BAR LIGHT - UNDER-COUNTER

SP-1

REPLACE EXTG DOWNLIGHTS AT EXTG FIXTURE LOCATIONS HERE

8' - 6" A.F.F.

PRJCT 1

WMWM-S SPKR 1

8' - 6" A.F.F.

SP-1

8' - 6" A.F.F.

2' - 1 1/2"

5' - 3"

8' - 6" A.F.F.

SP-1 SP-1

CLG-1

ALIGN FIXTURES TO EXTG SPRINKLERS

4' - 0"

UC

EQ

LIN-1

WMSPKR 1

D

DL 5' - 0"

WMSPKR 3

4' - 0"

TRK-S

4' - 0" 3' - 0"

LIN-1

4' - 0"

UC

DL-EM

L-DIFF DL

8' - 6" A.F.F.

DL -EM EXISTING CLG

S EXISTING CLG

L-DIFF

EQ

DL-EM

ALIGN

CLG-1 EXISTING CLG

R

ALIGN TRACK LIGHT TO MULLION

WM- SPKR 12

WMSPKR 1

LIN-1

REF TO NOTE #4

N

S -S M W

EQ

L-DIFF R

EQ

SPOT LIGHT - WALL MOUNTED

EMERGENCY LIGHTING - LEGEND

1' - 6"

WM-SP

1' - 3"

6' - 0"

WM-S

ALIGN TRACK LIGHT TO MULLION

DL

L-DIFF R

L-DIFF R DL -EM

EQ

3' - 6"

4' - 6"

4' - 5"

LINEAR LIGHT - PENDANT

WM-SP

EQ

PEN-2

3' - 6"

3' - 0"

4' - 5"

EQ

EQ

EQ 1' - 6"

1' - 2"

WM- SPKR 12 L-DIFF L-DIFF DL -EM DL

EQ

EXISTING CLG

TRK -P2-EM

EQ

EQ

8' - 6" A.F.F.

S

8' - 0"

3' - 3"

EQ

2' - 0"

7' - 6"

TRK -P2-EM NEW AND EXISTING CEILING -REF TO NOTE #4

8' - 0"

0' - 8 5/8"

2' - 0"

EQ

WM-R WM-EM WM-SP

8' - 0"

8' - 6" A.F.F.

EQ

LINEAR LIGHT - SURFACE

EQ

3' - 0"

EQ

3' - 4"

WM-SS WM-S WM-SP

CENTER TRK-P2 ON WALL 2' - 0"

8' - 0"

2' - 0"

PEN-2

3' - 0"

EXISTING CLG

8' - 6" A.F.F.

LIN-1 LIN-2

MOUNT EM LIGHTS AND ALL OTHER FIXTURES ON VERTICAL EDGE OF SOFFIT @ MIN. 4" FROM SIDEWALL SPRINKLERS. REF. TO NOTE 8 AND INTERIOR ELEVATIONS

ALIGN TRACK LIGHT TO MULLION

5' - 0"

9

DL -EM

EXISTING CLG

EXISTING CLG 9' - 5" A.F.F.

EXISTING CLG 9' - 5" A.F.F.

EQ

REPLACE EXTG DOWNLIGHTS AT EXTG FIXTURE LOCATION HERE

TRACK LIGHT - PENDANT

WM-SS

CENTER FIXTURES BETWEEN TWO EXISTING SOFFITS

EXISTING CLG 9' - 5" A.F.F.

MIRROR TAPELIGHT EXTG TO REMAIN

TRACK LIGHT - SURFACE

TRK -PX

EXISTING SOFFIT@ STOREFRONT

7

Date Drawn By Checked By

Scale

A200

1705 03/04/2020 Author Checker

1/4" = 1'-0"

3/19/2020 9:00:55 PM

MOUNT EM LIGHTS AND ALL OTHER FIXTURES ON VERTICAL EDGE OF SOFFIT @ MIN. 4" FROM SIDEWALL SPRINKLER. REF. TO NOTE 8 AND INTERIOR ELEVATIONS

WALL WASHER - PLASTER IN

TRK -S

11 1' - 8"

EL: VIF - 10". FLUSH WITH BLACONY DOOR THRESHOLD 6" W WDF-1 HARDOOD FLOORING ON PLATFORM.STAGGER WDF-1 PLANKS BY 1'-6", TYP.

0' - 2"

12 A500

3

0' - 1"

Sim

11

2' - 6"

BLOCKING AS NEEDED UNDER COUNTER

0' - 0 1/2"

EL: 6"

1/2" WDF-1 EDGE PANEL.

CONCEALED SWIVEL CASTERS WITH BREAKS ON PLYWOOD FRAME

8

0' - 1 1/4"

CRL SUNSET SERIES POST MOUNTED BRUSHED STAINLESS STEEL HANDRAIL BRACKET

1 1/2" = 1'-0"

CONCEALED FULL SWIVEL CASTERS WITH BREAKS ON PLYWOOD FRAME, TYP. (4) 6' - 0" VIF

5

MAX

0' - 0 1/2"

MIN ADA

2' - 10"

ENLARGED SECTION - MOVABLE WALLS

3' - 0 1/2"

2' - 10"

MAX

MIN ADA

2' - 10"

MIN ADA

0' - 10"

0' - 0 1/2"

2' - 0"

2' - 0"

0' - 6"

MAX

MAX

MAX

PT-1

3/4" PLYWOOD SHEATHING WDF - 1, 1" HARDWOOD FLOORING 1/2" PTD WD-2 SIDE PANEL ON WALL BEYOND 5/8" GYP BD. EA. SIDE METAL STUDS

1/2" WDF-1 BASE PANEL

1/2" PAINTED WD-2 END PANEL. COLOR TO MATCH WALL

WDF-1 BASE PANEL

FRAMING AS NEEDED CONCRETE SLAB

CRL SUNSET SERIES POST MOUNTED BRUSHED STAINLESS STEEL HANDRAIL BRACKET

CRL BRUSHED STAINLESS ROUND P7 SERIES BLANK POST

RAILING PM BRACKET

1 1/2" = 1'-0" 0' - 3" MAX 1-1/2" OUTSIDE DIAMETER CRL BRUSHED STAINLESS HAND RAIL TUBING

CRL SHORT ARM MALIBU SERIES BRUSHED STAINLESS WALL MOUNTED HAND RAIL BRACKET

3/4" PLYWOOD SHEATHING

FRY REGLET 'Z' SHAPED H=1-1/4" WALL BASE

EQ

1/2" WDF-1 EDGE PANEL

WDF - 1, 1" HARDWOOD FLOORING

VARIES

WDF -1 HARDWOOD FLOORING BELOW

0' - 1 1/2"

3/4" PLYWD. EA. SIDE

3/4" PLYWOOD SHEATHING 0' - 0 1/2"

EQ

3/4" PLYWD. EA. SIDE

5/8" GYP BD. EA. SIDE

WDF - 1, 1" HARDWOOD FLOORING

0' - 0 1/2" 0' - 0 1/2"

14

METAL STUDS

CRL SUNSET SERIES POST MOUNTED BRUSHED STAINLESS STEEL HANDRAIL BRACKET

15

5

Level 2 0' - 0"

D PAINTED WD-2 END PANEL AT DRYWALL PARTITION SIDES. COLOR TO MATCH WALL

1-1/2" OUTSIDE DIAMETER BRUSHED STAINLESS CRL HAND RAIL TUBING

CRL BRUSHED STAINLESS ROUND P7 SERIES WITH BLANK END CAP

1-1/2" OUTSIDE DIAMETER BRUSHED STAINLESS CRL HAND RAIL TUBING

CUT FLANGE

WOOD MOUNT TO BLOCKING

3' MIN

0' - 1 1/2" 0' - 1 1/2"

BETWEEN HANDRAILS

15 A500

13 A500

1-1/2" OUTSIDE DIAMETER BRUSHED STAINLESS CRL HANDRAIL TUBING EXISTING STOREFRONT HARDWOOD FLOORING

3

Sim

WDF -1 WOOD END PANEL

3/4" PLYWOOD SHEATHING

WR-1 REVEAL

11 A500

A500 EXTG CONCRETE SLAB

0' - 1 1/2"

WR-1 REVEAL

RAMP HARDWOOD FLOORING AND SHEATHING

Level 2 0' - 0"

PLATFORM AND MILLWORK

COLUMN ENCLOSURE

PAINTED WD-2 0' - 1 1/2" EDGE PANEL @ DRYWALL PARTITION TOP AND SIDES. COLOR TO MATCH WALL

EXISTING STOREFRONT WINDOW SILL AND COLUMN ENCLOSURE

RAILING WM BRACKET 1 1/2" = 1'-0"

FRAMING AS NEEDED

EXISTING STOREFRONT WINDOW SILL

Project Number Date Drawn By

Level 2 0' - 0"

Checked By

FRAMING AS NEEDED CONCRETE SLAB

12

WD-2 END PANEL@ WALL 1 1/2" = 1'-0"

11

STEPS@PLATFORM 1 1/2" = 1'-0"

3

PLATFORM EDGE PROFILE 1 1/2" = 1'-0"

2

PLATFORM@ WALL 1 1/2" = 1'-0"

13

RAILING POST 1 1/2" = 1'-0"

Date 10/17/2019 01/28/2020 02/19/2020 02/25/2020 06/19/2020

HANDRAIL @ RAMP 1

3/4" = 1'-0" 0' - 1 1/2" MIN FROM COLUMN

0' - 0 1/2"

WR-1 ,H=1 1/4" @ BASE OF WALL AND AROUND STEPS

3/4" = 1'-0"

1-1/2" OUTSIDE DIAMETER BRUSHED STAINLESS CRL HANDRAIL TUBING

0' - 10"

7 A500

1-1/2" OUTSIDE DIAMETER BRUSHED STAINLESS HAND CRL RAIL TUBING

EQ EQ

0' - 10"

0' - 10"

3/4" = 1'-0"

3' - 6"

HANDRAIL @ RAMP 2

0' - 6"

6

ENLARGED PLAN - MOVABLE WALLS

0' - 0 1/2"

0' - 10"

WR-1

Level 2 0' - 0" 6' - 0" VIF TO MATCH RECEPTION DESK

Description Revision 1 Revision 5 Revision 6 Revision 7 Revision 11

WR-1

3/4" = 1'-0"

1/4" GYB FINISH. ON PLYWOOD BACKING PAINTED TO MATCH WALL ATTACHED 4"X5" BOTTOM PLATE OF TIGER POST JACK JS-36 @ TOP OF WALL, TYP.(2)

No. 1 5 6 7 11

0' - 0 1/2"

0' - 6"

2' - 0"

2' - 0"

2' - 0"

11

CRL SHORT ARM MALIBU SERIES BRUSHED STAINLESS WALL MOUNTED HAND RAIL BRACKET, TYP 6. OR PER MANUFACTURERS INSTRUCTIONS 1' - 0"

WALL SLOPE PARALLEL TO HAND RAIL/RAMP.

HANDRAIL RETURN TO WALL @ EXTENSION

EXISTING STOREFRONT SILL AND COLUMN ENCLOSURE BEYOND

14 A500

1' - 0"

7

A500

1-1/2" OUTSIDE DIAMETER CRL BRUSHED STAINLESS HAND RAIL TUBING

1' - 0"

A500

HANDRAIL RETURN TO WALL @ EXTENSION

1

PAINTED WD-2 END PANEL@ DRYWALL PARTITION TOP AND SIDES. COLOR TO MATCH WALL.

1

TO MATCH RECEPTION DESK

0' - 10"

3' MIN

3/4" = 1'-0"

A500

1-1/2" OUTSIDE DIAMETER BRUSHED STAINLESS CRL HANDRAIL TUBING 1' - 0"

PLYWOOD BACKING

ENLARGED PLAN - STAGE

5

CRL BRUSHED STAINLESS ROUND P7 SERIES BLANK POST, WITH BLANK END ACP, TYP.(4) OR PER MANUFACTURERS INSTRUCTIONS

ENLARGED SECTION - MOVABLE WALLS

PLYWOOD FRAME/BLOCKING AS NEEDED

0' - 11 1/2"

NEW GUARDRAIL

3/4" = 1'-0"

PROVIDE ACCESS TO CONCEALED SWIVEL CASTORS WITH LOCK ON (1) LONG SIDE OF WALL

1/4" GYB FINISH. PAINTED TO MATCH WALL

1

1

ENLARGED SECTION - STAGE 3/4" = 1'-0"

Scale

A500

1705 06/08/2020 Author Checker

As indicated

6/19/2020 6:27:14 PM

7

A500

0' - 11 1/2"

1/4" PAINTED GYPBOARD FINISH ABOVE PLYWOOD BACKING. PAINT TO MATCH WALL CONTINUE WALL FINISH TO CONCEAL CASTORS ON (3) SIDES.MATCH HEIGHT OF WALL REVEAL

A400

A500

EDGE OF PLATFORM , WALL, EQUIDISTANT FROM FACE OF MULLION

ENLARGED SECTION - RECEPTION DESK

10

Sim

3

3' - 3 5/8"

BUILD UP WALL BASE WITH MULTIPLE PLYWOOD SHEETS

ALIGN 0' - 0 1/2"

2' - 10"

9

WOOD BLOCKING/FRAMING AS NEEDED

COLUMN TO BE LEFT EXPOSED. SEAL WALL TO COLUMN FACE

0' - 3"

3' - 4 1/2"

WD-1 PLYWOOD, WHITE MATTE FINISH ON INTERIOR AND EXTERIOR OF DESK

0' - 1"

0' - 10"

2 A500

1/4" REVEAL

0' - 0 1/4"

0' - 2"

3/4" = 1'-0"

D

12 A500

EXISTING STONE CUT TO DIMENSION

AXON - RECEPTION DESK

WWW.SPACEODT.COM 1-1/2" D WALL MOUNTED CIRCULAR HANDRAIL AS SPECIFIED

A500

0' - 0 1/2"

18

RECEPTION DESK BACK

ALIGN EDGE OF RAMP TO FACE OF MULLION

1' - 2" 10' MIN FOR 1:12 RAMP

OH

CONCEALED FULL SWIVEL CASTERS WITH BREAKS ON PAINTED PLYWOOD FRAME, TYP. (4)

ATTACHED 4"X5" BOTTOM PLATE OF TIGER POST JACK JS-36 @ TOP OF WALL

4

0' - 0 1/2"

2 STEPS UP; 4" MIN.

DRYWALL PARTITION EQUDISTANT FROM GALLERY WALL AND STOREFRONT

0' - 5"

0' - 0 1/2" 1' - 0"

A500

17

19

1 1/2" MIN 0' - 6"

2

MIN ADA

WD-1 PLYWOOD. WHITE MATTE FINISH ON INTERIOR AND EXTERIOR OF DESK

5

EQ

0' - 0 1/4" REVEAL

4

MIN.

0' - 2" 2' - 6"

3/4" = 1'-0"

A500

ALIGN

A501

9 A500

0' - 0 1/4" REVEAL

0' - 5"

3B

A501

EQ

0' - 2"

16

ENLARGED PLAN - RECEPTION DESK PLAN

6 3

BETWEEN HANDRAILS

EQ

3/4" = 1'-0"

COUNTERTOP

250 BOWERY STREET 2ND FLOOR NEW YORK, NY 10012

ALIGN

SINGLE GANG FLOOR OUTLET IN HARDWOOD FLOOR AS SPECIFIED. EXTENSION FROM EXISTING FLOOR OUTLET IN CONCRETE FLOOR

0' - 2"

0' - 0 1/4"

10

CRL P7 POSTS WITH FLANGE

PLYWOOD BACKING ON BOTH SIDES OF DRYWALL PARTITION

1/4" REVEAL

ENLARGED PLAN - RECEPTION DESK BOTTOM

1-1/2" D CIRCULAR HANDRAIL ON POSTS AS SPECIFIED

A500

3' - 6"

CONCEALED FULL SWIVEL CASTERS WITH BREAKS ON PAINTED PLYWOOD FRAME, TYP. (4)

ALIGN

17

2' - 10" MAX

COUNTERTOP

A500

T.O. HANDRAIL

17

ALIGN

COUNTERTOP ABOVE

5

9 A500

ALIGN

A500

HOWL ARTS GALLERY AND ARCHIVE

0' - 2"

WD-1 PLYWOOD. WHITE MATTE FINISH ON INTERIOR AND EXTERIOR OF DESK

9

EXISTING COLUMN ENCLOSURES

12' - 0 1/4"

6' - 0"

WD-1 PLYWOOD. WHITE MATTE FINISH ON INTERIOR AND EXTERIOR OF DESK

4

NEW STOREFRONT SILL TO MATCH EXISTING

0' - 2"

TYP. H/C ACCESIBLE THRESHOLD 1/2"X5" ALUMINUM HALF SADDLE THRESHOLD SET IN MASTIC. DIAMOND PLATE PATTERN

EQ

0' - 0 1/4"

0' - 0 1/4"

2

B.O. Deck 10' - 1"

B.O. Deck 10' - 1"

HOWL ARTS GALLERY AND ARCHIVE

MILLWORK MATERIAL LEGEND

WD-1: DESCRIPTION: 3/4" PLY WOOD. FINISH: SPRAY LACQUER SATIN FINISH

250 BOWERY STREET 2ND FLOOR NEW YORK, NY 10012

WD-2: DESCRIPTION: RIFT WHITE OAK VENEER FINISH:CLEAR NOTE: SAMPLE TO BE APPROVED BY ARCHITECT WD-3: DESCRIPTION: RIFT WHITE OAK SOLID LUMBER FINISH:CLEAR NOTE: SAMPLE TO BE APPROVED BY ARCHITECT

STOREFRONT BEYOND

OH

7

WD-2 COUNTER AND SUPPORTS WITH VENEER EDGE @ EXPOSED EDGES

SIM

WD-2 COUNTER AND SUPPORTS WITH VENEER EDGE @ EXPOSED EDGES

NEW BASE CABINETS

3 A503

COUNTER SUPPORT

ALIGN SUPPORT TO MULLION

0' - 1 1/2"

2' - 5"

0' - 1 1/2"

SEATING COUNTER

T.O. COUNTER 0' - 1 1/2"

ALIGN SUPPORT TO MULLION

2' - 5"

T.O. COUNTER

0' - 1 1/2"

0' - 3"

A503

ADD SECOND SUPPORT AS NECESSARY

NEW BASE CABINETS 3 A503

0' - 1 1/2"

NEW BOOK CASE AND BASE CABINETS ADD SECOND SUPPORT AS NECESSARY

Level 2 0' - 0"

5

6 A503

7 A503

4

SK04 - ARCHIVE COUNTER 2 3/4" = 1'-0"

B.O. Deck 10' - 1"

WWW.SPACEODT.COM

Level 2 0' - 0"

SK04 - LIBRARY COUNTER 2 3/4" = 1'-0"

B.O. Deck 10' - 1"

NEW DRYWALL SOFFIT

NEW DRYWALL SOFFIT

Ceiling - General 8' - 6"

Ceiling - General 8' - 6"

9

EXTG COLUMN ENCLOSURE BEYOND

5

EXTG STOREFRONT EXTG STOREFRONT

4 A503

GLASS PARTITION AND DOOR BEYOND

HAFELE 3" ALUMINUM CABINET PULLS,HANDLE-TAB COLLECTION PULL OR APPROVED EQUAL NOTCHED INTO DOOR, TYP. (2) 7' - 7 1/2"

0' - 1 1/2"

1' - 2"

SEATING COUNTER

EXTG COLUMN ENCLOSURE BEYOND

GLASS PARTITION AND DOOR BEYOND

BASE CABINETS - PAINTED WD-1 DOORS AND BASE. MAPLE INTERIORS

NEW BOOKSHELF

HAFELE 3" ALUMINUM CABINET PULLS,HANDLE-TAB COLLECTION PULL OR APPROVED EQUAL NOTCHED INTO DOOR, TYP. (2)

BASE CABINETS - PAINTED WD-1 DOORS AND BASE. MAPLE INTERIORS WD-2 COUNTER AND SUPPORTS WITH VENEER EDGE @ EXPOSED EDGES

3 A503 7' - 7 1/2"

3

AXON_LIBRARY AND ARCHIVE

1' - 2"

A503

No. 5

3/4" = 1'-0"

T.O. COUNTER

SK04 -LIBRARY COUNTER 1

Level 2 0' - 0" FIXED PAINTED WD-3 END PANEL BELOW SEATING COUNTER

3/4" = 1'-0" 1' - 4"

5

Date 01/28/2020

0' - 0 1/4"

2' - 5"

2

Description Revision 5

1' - 6"

0' - 3 3/4"

SK04- ARCHIVE COUNTER 1

CONDUIT WITH WIRES ALONG GLASS PARTITION SILL

1' - 6"

Level 2 0' - 0"

0' - 3 3/4"

WD-2 COUNTER AND SUPPORTS WITH VENEER EDGE @ EXPOSED EDGES

3

0' - 1 1/2" 1' - 6"

0' - 0 1/4"

1' - 6"

2' - 5"

7 A503

T.O. COUNTER

0' - 1 1/2"

7 A503

WALL TO WALL CARPET. SEE FINISH FLOOR PLAN

6' - 1 1/2"

OH

0' - 9 1/2"

B

4

BOOK SHELF SEE ELEVATIONS

A503 5 A503

5

CHAIR RAILS ON EITHER SIDE OF CART

0' - 1 1/2"

A502

5 A502 4-

10' - 2"

2' - 0"

SINGLE GANG FURNITURE OUTLET AS SPECIFIED BY ARCHITECT

2' - 0"

3/4" = 1'-0"

CASTERS, TYP. 4

10' - 8"

0' - 1 1/2"

EQ

VIF

END SUPPORT EQ

EQ

EQ

Project Number Date

7' - 5 1/8"

1' - 2"

7

EQ

1

EXISTING COLUMN ENCLOSURE

1

ENLARGED PLAN - LIBRARY/STUDY 1/2" = 1'-0"

2

ANCHOR COUNTER TO EXISTING COLUMN ENCLOSURE

Drawn By

7' - 8 7/8"

END SUPPORT

VIF

Level 2 0' - 0" MOBILE BOOKCASE

EQ

CABLE MANAGEMENT BELOW COUNTER

ALIGN

0' - 1 1/2"

1' - 2"

3' - 8 1/4"

1' - 0 1/2"

1' - 2"

A503 EQ

SINGLE GANG FURNITURE OUTLET AS SPECIFIED BY ARCHITECT. TYP(3)

ALIGN COUNTER SUPPORT WITH WINDOW MULLIANS

7 EQ

LIBRARY MILLWORK

A502

2

EQ

CABLE MANAGEMENT BELOW COUNTER

1' - 2"

A502

0' - 1 1/2"

7

ENLARGED PLAN - MOBILE BOOKCASE 3/4" = 1'-0"

3

3

VIF

0' - 1 1/2"

Sim

4' - 8 1/2"

1' - 0"

A502

SINGLE GANG FURNITURE OUTLET AS SPECIFIED BY ARCHITECT. TYP(3)

WD-2 FIXED FRAME WITH 1/2" WD-3 SOLID LUMBER VENEER EDGE

0' - 1 1/2"

6

A503

A503

DOUBLE GANG FURNITURE OUTLET AS SPECIFIED BY ARCHITECT

7' - 7 1/2"

0' - 0 1/2"

8

AXON - MOBILE BOOKCASE

2

WD-2 ADJUSTABLE SHELF WITH 1/4" WD-3 SOLID LUMBER VENEER EDGE

2' - 6"

1' - 0"

7

BASE CABINETS BELOW, SEE ELEVATIONS

1 6

A503

0' - 0 1/2"

A502

END SUPPORTS

3' - 7"

11' - 11 3/4"

BOOK SHELF WITH BASE CABINETS BELOW, SEE ELEVATIONS

Checked By

VIF

EXISTING STOREFRONTS

EXISTING COLUMN ENCLOSURE

3

A Scale

A502

1705 01/28/2020 Author Checker

As indicated

1/30/2020 10:17:25 AM

5

GRIMSHAW ARCHITECTS

WEST CAMPUS UNION Duke University, Durham Completed 2016 Design Team 2013

Duke University

D U

2

DEMOLITION NOTES

DEMOLITION PLAN NOTES

REFERENCE LINE

REFERENCE LINE

1

NOTE NO. 1 2 3

SCOPE NOTE DESCRIPTION REMOVE EXISTING CONC. SLAB. REMOVE EXISTING CONC. SLAB ON GRADE REMOVE EXG. PLAZA STRUCTURE, PAVING AND FOUNDATIONS. NOT USED REMOVE EXG. BELOW GRADE AREAWAY AND WINDOW. REMOVE EXG. CONCRETE/MASONRY STAIR OR RAMP, GUARDRAIL, WALL AND FOUNDATIONS. REMOVE PORTION OF EXG. CONC. OR MASONRY WALL. REMOVE EXISTING ROOF. REMOVE MEMBRANE, FLASHING AND COPING. REMOVE EXISTING SKYLIGHT. EXISTING COLUMNS TO BE REMOVED.

4 5 6 7 8 9 10

DEMOLITION SYMBOLS/ LEGEND UNEXCAVATED

1

EXISTING PARTITION, DOORS OR WINDWS TO BE REMOVED

A01 114

EXISTING COLUMN TO BE REMOVED T.O.S -23' - 9"

ELEVATION OF EXISTING SLAB. VERIFY CONDITION IN FIELD

V.I.F REFERENCE LINE

EXISTING WALL TO REMAIN

X

B

EXISTING STRUCTURE TO BE REMOVED

T.O.S -12' - 3"

T.O.S -20' - 11"

V.I.F

2

EXISTING STRUCTURE TO BE REMOVED / LINE OF SAW CUT AS REQUIRED

X

V.I.F

TEMPORARY ENCLOSURE AS REQUIRED

X

T.O.S -22' - 5"

X

V.I.F

EXISTING WALL FOUNDATION V.I.F

T.O.S -22' - 5"

UNEXCAVATED

X

V.I.F

X

X

2 T.O.S -21' - 6" V.I.F

4" MAXIMUM

2

X

2

2

X X

XX

XX X

X

X

X

X

V.I.F

REFERENCE LINE

6 13' V.I.F

5

5 1

A01 113

5

5

5

EXISTING PLAZA STRUCTURAL PIER TO REMAIN

ARCHITECT

5. COORDINATE DEMOLITION AND IF NECESSARY REPAIRS, PROVIDE TEMPORARY CLOSURES AND INTERIOR DUST AND THERMAL BARRIER FOR PROTECTION OF EXISTING AREAS. 6. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS IDENTIFIED. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED DEMOLITION WITH THE EXISTING BUILDING TO IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION REQUIRED IN THIS PHASE AND AS SHOWN IN THE DRAWINGS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL EXISTING BUILDING COMPONENTS, MATERIALS, EQUIPMENT AND APPURTENANCES AS REQUIRED TO BUILD, ERECT, INSTALL OR ACCOMMODATE NEW CONSTRUCTION. 8. ITEMS NOTED BY THE OWNER/CONSTRUCTION MANAGER TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE CAREFULLY REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND STORED OR REINSTALLED ON THE SITE AS DIRECTED BY THE CONSTRUCTION MANAGER. REMOVED AND SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER. 9. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE MATERIAL REASONABLY BELIEVED TO BE ASBESTOS, LEAD PAINT, OR ANY OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY REPORT THE CONDITION TO THE GENERAL CONTRACTOR IN WRITING. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE, AND REMOVAL OF ALL CONSTRUCTION ASSISTANCE DEVICES SUCH AS SCAFFOLDING AND BARRIERS. INSTALLATION OF CONSTRUCTION ASSISTANCE DEVICES SHALL NOT DAMAGE OR OTHERWISE CONTACT EXISTING HISTORIC MATERIALS THAT ARE TO REMAIN OR ARE TO BE SALVAGED.

637 West 27th Street.

New York, NY 10001 T: 646.293.3600 E: ingo@grimshaw-architects.com www.grimshaw-architects.com LANDSCAPE DESIGNER

REED HILDEBRAND

741 MOUNT AUBURN STREET WATERTOWN, MA 02472 T: 617-923-2422 MEP ENGINEERS

VANDERWEIL ENGINEERS 274 SUMMER STREET BOSTON, MA 02210 T: 617-956-4855 STRUCTURAL ENGINEERS

BURO HAPPOLD CONSULTING ENG. 100 BROADWAY #23 NEW YORK, NY 10001 T: 212-334-5528 CIVIL ENGINEERS

STEWART CONSULTING ENGINEERS 421 FAYETVILLE ST. SUITE 400 RALEIGH, NC T: 919-380-8752

Do not scale All dimensions to be checked on site

No. 1

Date 10/11/2013

A0

Description ISSUE FOR PERMIT

14. EXISTING WALL FOUNDATION IS TO REMAIN. VERIFY THE FOUNDATION LOCATION IN FIELD PRIOR TO START OF SLAB REMOVAL. UNDERPIN THE FOUNDATION AS NECESSARY TO ASSURE THE FOUNDATION /WALL STABILITY

SEAL AND SIGNATURE

19. THERE IS TO BE NO DEMOLITION TO THE BEARING WALLS ON COLUMN LINES 1, 2 AND B DURING GROSS DEMOLITION PHASE. ANY OPENINGS IN THE THESE WALLS SHOWN ON THE DRAWING REFLECTING EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY AND NEED TO BE VERIFIED IN THE FIELD.

3

5

3

DURHAM, NORTH CAROLINA

18. OPENINGS IN THE EXISTING WALL DURING DEMOLITION NEED TO BE PROVIDED WITH WATERPROOF TYPE OF ENCLOSURE AFTER SLAB REMOVAL. EXTERIOR WALL NEEDS TO BE PROTECTED FROM MOISTURE AND RAIN.

5

3 3

4. VERIFY FLOOR FRAMING, BEAM TYPE, BEAM SIZE AND LOCATIONS IN FIELD.

16. SPOT ELEVATIONS SHOWING EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY AND NEED TO BE VERIFIED IN FIELD. 17. THE DATUM 0’-0” REFLECTS THE ELEVATION 394’-9”, THE CURRENT ELEVATION OF THE EXISTING PLAZA FLOOR. SPOT ELEVATIONS ARE DIMENSIONED ABOVE OR BELOW 0’-0”

13' V.I.F

3

DUKE UNIVERSITY WEST CAMPUS UNION

15. INTERIOR SPACES SHALL BE PROTECTED AS REQUIRED TO MAINTAIN INTERIOR CLIMATE CONTROL AND TO PROTECT FROM CONSTRUCTION-RELATED DUST, DEBRIS, AND MOISTURE.

XX

REFER TO GENERAL NOTES

XX

A

EXISTING SLAB TO REMAIN

X X X XX

X X

7

io Reli g

3. VERIFY SLAB THICKNESS/FLOOR CONSTRUCTION IN FIELD.

13. PRIOR TO ANY DEMOLITION, THE CONTRACTOR SHALL COORDINATE BRACING, UNDERPINNING AND MAINTAIN THE STRUCTURAL INTEGRITY OF THE REMAINING ELEMENTS OF THE BUILDING AND ITS SYSTEMS AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJACENT STRUCTURES SUPPORT DESIGN AND ENGINEERING. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING, SCAFFOLDING, ETC. WHICH ARE NECESSARY TO PREVENT COLLAPSE, SUBSIDENCE, DEFLECTION OR ANY OTHER TYPE OF DAMAGE. THE CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION MANAGER/OWNER USE OF MONITORING DEVICES, IF NECESSARY, TO DETECT ANY MOVEMENT OF DIFFERENCES INTO REMAINING EXISTING BUILDING WALLS, PARTITIONS.

T.O.S -23' - 9"

X

A01 113

X

et

12. ALL EXISTING ELECTRICAL AND PLUMBING WORKS SERVING THE WEST UNION ARE TO BE REMOVED U.O.N. MECH., ELECTRICAL AND PLUMBING WORKS THAT SERVE OTHER BUILDINGS SHALL BE REROUTED. SALVAGE AND SEPARATE LIKE MATERIALS FOR RECYCLING

A01 114

2

2

X

2. THE DEMOLITION PLANS AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INCLUDE IN THEIR BID. ITEMS WHICH ARE INTENDED TO BE REMOVED, RELOCATED OR SALVAGED SHALL BE POINTED OUT

BY THE OWNER/CONSTRUCTION MANAGER.

it io

CLIENT

11. REMOVE ALL FLOOR SLABS, STRUCTURAL MEMBERS, PARTITIONS, FOUNDATION, AND ROOFING AS INDICATED ON THE PLANS BETWEEN COLUMN LINES 1 AND 2 AND A AND B.

T.O.S -22' - 2" V.I.F

X

TEMPORARY WATERPROOFRD OPENING CLOSURE INSTALLED AFTER SLAB REMOVAL

Er ud

1. DO NOT DAMAGE THE EXISTING FACILITY DURING ANY PHASE OF DEMOLITION WORKS. IT IS THE INTENT OF THE DRAWINGS AND ASSOCIATED SPECIFICATIONS THAT THE EXISTING HISTORIC ELEMENTS SHALL NOT BE DAMAGED UNDER ANY CIRCUMSTANCES. FOR THE CONTRACTOR TO SIMPLY CAUSE DAMAGE TO ANY ASPECTS OF THE EXISTING FACILITIES , EITHER INTENTIONALLY OR BY ACCIDENT, WITH THE IDEA OF REPAIRING IT LATER DOES NOT MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS

20. SEPARATE AND DIVERT SIMILAR MATERIALS FOR RECYCLING 21. CONTRACTOR TO VERIFY AND SURVEY CONDITION OF EXISTING MASONRY WALL ON COLUMN LINES 1,2,4 AND B BEFORE DEMOLITION BEGINS

© copyright GRIMSHAW ARCHITECTS PC

22. BE SURE THAT ANY EXISTING CONDUCTOR HEAD, ORNAMENTAL STRAPS FOR DOWNSPOUTS AND OTHER UNIQUE COPPER ITEMS ARE CAREFULLY REMOVED AND RETAINED FOR REPRODUCTION OR REINSTALLATION 23. CONTACTOR TO SUBMIT WRITTEN PROTECTION PLAN OF THE EXISTING BUILDING PRIOR TO START OF THE DEMOLITION WORKS. DRAWING TITLE

1 A01 101

BASEMENT DEMOLITION 1/16" = 1'-0"

Basement Demolition Plan DATE

SCALE

As indicated

10/11/13

DRAWN

TK

CHECKED

JK

AUTHORIZED

DC

STATUS

DUKE

A01 101

Design, master planning, consultant coordination, drafting, and 3D model making.

PFEIFFER PARTNERS ARCHITECTS

MASTER PLAN AND PERFORMANCE ART CENTER Young Harris College, Young Harris Feasibility Study 2014 Design Team 2014

MPDI PLANT WAREHOUSE, JERUSALEM Automated warehouse and offices Zarhi Architects, 2012

ZARHI ARCHITECTS

MDPI PLANT WAREHOUSE Teva Campus Shoham Completed 2013 Design Team 2012

MYS ARCHITECTS

HA’AEMEK HOSPITAL Afula Hospital Completed 2014 Design Team 2011