Ben Harrison portfolio by Benjamin Harrison

BENJAMIN HARRISON

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Webster House

Breaking Ground, Webster Ave. Development Bronx_New York Cookfox design led by Rick Cook and Peter Aaron Scheduled Completion Fall 2017

The Webster Avenue Development is a supportive and affordable housing complex developed by Breaking Ground, one of New York City’s leading community outreach organizations. This project consists of two buildings totaling more than 300,000 ft2 of residential development with 248 affordable and inclusionary units and 170 supportive housing units with on-site support services for both psychological and physical health. Designed as one comprehensive structure the two buildings form a singular development that while operating autonomously has a strong visual consistency. Both projects are block and plank construction with an exterior brick cavity wall facade and punched openings. In order to soften the brick facade, the brick steps in 1/2” every other course, and staggers at ever vertical expansion joint and exterior corner. The color of the brick was derived from the contextual early 20th century buildings within the neighborhoods. The two buildings form a courtyard at the center used for parking and recreation. The courtyard was developed to funnel ground water run-off through a bioswale and series of underground cisterns allowing water to be reintroduced into the soil before excessive storm water is discharged to the combined storm water and sewer system. This in combination with the project’s highly efficient facade and continuous green roofs qualify the building for Enterprise Green Communities certification.

Render in collaboration with COOKFOX Visualization Department

S upp o rt i v e

Render in collaboration with COOKFOX Visualization Department

Photo Taken 11/08/16

Roof Plan

S upp o rt i v e

First Floor Plan

Seventh Floor Plan

3 A-630

4 5/8"

4 3/4"

25 1/2" 20 3/4"

7 5/8"

15 5/8"

13 3/8"

15 5/8"

1 1/2" 1/2" 1/2" 1 1/2" 4 5/8" 1/2" 1/2"

12" NOMINAL BRICK

4 3/4"

STAGGERED WEEP HOLES, TYP

2' - 1 1/2" WINDOW SILL

CON-1 STAGGERED WEEP HOLES, TYP

1' - 8 3/8" (5 COURSES) GROUND FACE CMU

CON-1

4 5/8"

1' - 8 3/8" (5 COURSES) GROUND FACE CMU

4 5/8" 2"

S upp o rt i v e

9' WIN

25 1/2" 20 3/4"

2' - 11 3/8" +/5' - 10" +/-

1 1/2"

1/2"

4 5/8"

2' - 4"

4 5/8"

2' - 3 5/8"

9 WIN 9 WIN

1/2"

12 PARAPET COPING PARAPET COPING 12BRICK MOCK-UP ELEVATION 3" = 1'-0"

5 BRICK MOCK-UP ELEVATION

ECTION

1/2" = 1'-0"

1 1/2"

3" = 1'-0"

1 1/2"

1/2" = 1'-0"

AIR VAPOR BARRIER MASONRY TIE, TYP.

AIR VAPOR BARRIER MASONRY TIE, TYP. SEALANT AND TERMINATION BAR

CSK

MORTAR NET RIGID INSULATION

8 CSK-025.5

7 INTERIOR FINISHES NOT CSK-025.5 PRECAST CONCRETE

15 5/8"

ALUMINUM & GLASS ALUMINUM & GLASS DOUBLE HUNG WINDOW DOUBLE HEAD,HUNG MP-1 INTERIORWINDOW, FINISHESMP-1 NOT PART OF MOCK-UP SCOPE

15 5/8"

13 3/8"

1/2"

1 3/4"

BLOCKING REQ'D ALUMINUMAS & GLASS DOUBLE HUNG WINDOW HEAD, MP-1

1/2"

19 1/2"

15 5/8"

7 5/8" 19 1/2"

1/4"

11 SECTION DETAIL - DEEP HEAD 11 SECTION DETAIL - DEEP HEAD 3" = 1'-0"

3 1/4"

STAGGERED WEEP HOLES RIGID INSULATION FACE BRICK BEYOND, GALVANIZED RELIEVING ANGLE AT BR-1 COUNTERSUNK FLAT HEAD FLOORS 1, 3, TYP. 5, 7, 9MP-1 AND 11 W/ FASTENERS, INTEGRAL GALVANIZED HEAD SEALANT SUPPORTAND CLIP.B.R. ALL OTHER FLOORS LOOSE LINTEL , SEE FACE BRICK BEYOND, STRUCTURAL DWGS BR-1 CONT. ST STL DRIP SET IN MASTIC BED SEALANT AND B.R.

3/8" 3 5/8"

1/4"

3 3 1/4" CSK-025.5

3/8"

1 3/4"

BLOCKING AS REQ'D

3" = 1'-0"

ALUMINUM & GLASS DOUBLE HUNG WINDOW HEAD, MP-1 ALUMINUM GLASS SEALANT &AND B.R. DOUBLE HUNG WINDOW, MP-1 ALUMINUM & GLASS DOUBLE HUNG ALUMINUM & GLASS WINDOW, MP-1 ALUMINUM & GLASS DOUBLE HUNG WINDOW DOUBLE HUNG SILL, MP-1, W5 WINDOW, MP-1

BR-1 SHOP WELDED PARAPET CAP

1/2"

211

COUNTERSUNK FLAT HEAD FASTENERS, TYP. MP-1 SEALANT AND B.R.

1/4"

3 1/4"

FACE BRICK BEYOND, BR-1

3/8"

8 BRIC

SECTION DETAIL - DEEP HEAD 1/2" = 1'-0" 3" = 1'-0"

0' - 3 5/8"

0' - 4 1/8"

1' - 3 3/4"

ALUMINUM FIXED PANEL FRIEDRICH HEAD, WALL MP-1 MASTER WS10C30W A/C UNIT CONT. ALUMINUM SUPPORT ANGLE, MP-1. ALUMINUM FIXED PANEL FASTENERS AS REQ'D, SILL, MP-1 FRIEDRICH WALL MP-1 MASTER WS10C30W A/C UNIT ALUMINUM FACED ALUMINUM FIXED PANEL INSULATED METAL SILL, MP-1 FILLER PANEL, MP-1. HOLE CUT SIZE AS REQ'D, TYP.

FRIEDRICH WSD SLEEVE W/ARCHITECTURAL GRILL , MP-1

6 CSK-025.5

WD BLOCKING

PAINTED METAL SILL PANEL, MP-1

FRIEDRICH WALL MASTER WS10C30W A/C UNIT

EXPANSION JOINTS

11 5/8"

3' - 3 7/8"

11 5/8" 3' - 10" M.O.

ALUMINUM FIXED PANEL SILL, MP-1

2 1/2"

2' - 3 5/8"

EXPANSION JOINTS, SEALANT TO ALIGN WITH RECESSED BRICK

1' - 0" 1/2"

3 CSK-025.5

SEALANT AND B.R. STAINLESS STEEL FLASHING PAN W/END DAMS, TYP. FRIEDRICH WSD SLEEVE SEALANT AND B.R. GRILL , FLEXIBLE FLASHING W/ARCHITECTURAL MP-1 STAINLESS STEEL BR-1 SEALANT AND FLASHING PANB.R. W/END DAMS, TYP. COUNTERSUNK FLAT HEAD AIR VAPOR BARRIER FLEXIBLE FLASHING FASTENER,TYP. MP-1 RIGID INSULATION PAINTED METAL SILL BR-1 PANEL, MP-1 MASONRY TIE, TYP. RIGID INSULATION AIR VAPOR BARRIER

1" 1/2"

CON-1

FACE BRICK, BR-1

42 PA 7AV

PAR

1' - 4 5/8"

1 1/2"

COOKF 641 AVE NEW YO T: 212.4 DRAWING

RIGID INSULATION

SECTION DETAIL - DEEP SILL

3" = 1'-0"

SECTION DETAIL - DEEP SILL

INTERIOR FINISHES NOT PART OF MOCK-UP SCOPE

MASONRY TIE, TYP. 2 1/2"

Photo Taken 10/13/15

3' - 3 1/2"

1' - 3 5/8"

INTERIOR FINISHES NOT PART OF MOCK-UP SCOPE

GR-1

RIGID INSULATION

1' - 3 3/4" 1' - 4 5/8"

0' - 4 1/8"

0' - 3 5/8"

SELF ADHESIVE FLEXIBLE FLASHING MEMBRANE

RIGID INSULATION COUNTERSUNK FLAT HEAD FASTENER,TYP. MP-1

CONT. 1/8" CLOSED CELL NEOPRENE SHIM, TYP. INTERIOR FINISHES NOT PART OF MOCK-UP SCOPE

AIR VAPOR BARRIER

FRIEDRICH WSDFLAT SLEEVE COUNTERSUNK HEAD W/ARCHITECTURAL GRILL , FASTENER,TYP. MP-1 MP-1 PAINTED METAL SILL SEALANT AND B.R. PANEL, MP-1 1' - 4 5/8"

2 1/2"

5 CSK-025.5

1 1/2"

SEALANT AND B.R.

CUT FLASHING FLUSH WITH BRICK AFTER SEALANT HAS BEEN APPLIED BLOCKING AS REQ'D

5' - 2" R.O.

2' - 3 5/8"

SEALANT AND B.R.

7 PAR 7 PAR

1 1/2"

8 CSK-025.5

1' - 8 3/4"

0' - 4 1/8"

SEALANT AND B.R.

1/2"

STAINLESS STEEL FLASHING PAN W/END DAMS, TYP.

EX JAM 6MO 3" =

' - 8 3/4"

0' - 4"

GR-2

0' - 3 5/8"

1' - 8 3/4"

ALUMINUM ALUMINUM & FACED GLASS INSULATED METAL CONT. 1/8"DOUBLE CLOSEDHUNG CELL FILLER PANEL, MP-1. WINDOW, NEOPRENE SHIM, MP-1 TYP. HOLE CUT SIZE AS REQ'D, TYP. ALUMINUM & GLASS DOUBLE HUNG WINDOW CONT. 1/8" SILL, CLOSED CELL MP-1, W5 NEOPRENE SHIM, TYP.

WINDOW ASSEMBLY, MP-1

1/2"

1/2" =

CONT. ALUMINUM ALUMINUM FACED SEALANT AND B.R. SUPPORT ANGLE, MP-1. INSULATED METAL FASTENERS AS REQ'D, FILLER PANEL, MP-1. MP-1 HOLE CUT SIZE AS REQ'D, TYP.

WOOD BLOCKING

1/2" =

RIGID INSULATION

CONT. ALUMINUM SUPPORT ANGLE, MP-1. ALUMINUM FIXED PANEL FASTENERS AS REQ'D, HEAD, MP-1

INTERIOR FINISHES, NOT IN SCOPE OF MOCK-UP

BRICK COURSE ABOVE/BELOW PAINTED METAL SILL, MP-1

CSK

1/2" =

PTD METAL HEAD PANEL , MP-1

ALUMINUM & GLASS DOUBLE HUNG WINDOW ALUMINUM FIXED PANEL SILL, MP-1, W5 HEAD, MP-1

1" AIR SPACE

8 BRIC 8 BRIC

WEEP

19 1/2"

BRICK MOCK-UP - TOP PLAN

3" RIGID INSULATION

CSK

SEALANT AND B.R.

BR-2

CMU PARTITION

CSK

FLEXIBLE FLASHING MEMBRANE, PTD METAL HEAD PANEL , MP-1 LAP AND SEAL TO DRIP EDGE BELOW RIGID INSULATION WEEP FACE BRICK, BR-1 COUNTERSUNK FLAT HEAD FASTENERS, TYP. MP-1 GALVANIZED SUPPORT PTD METAL BRACKET BYHEAD FERO SEALANT AND B.R.PANEL , MP-1

5' - 9 5/8"

ALUMINUM & GLASS DOUBLE HUNG WINDOW, MP-1 PRECAST CONCRETE LINTEL

CSK

RIGID INSULATION

5 BLOCKING AS REQ'D CSK-025.5

4 3/4"

Photo Taken 10/13/15

3 5/8"

1 3/4"

20 3/4"

PRECAST CONCRETE LINTEL

CSK

1 1/2"

FACE BRICK, BR-1 GALVANIZED RELIEVING ANGLE AT FLOORS 1, 3, SUPPORT 5, 7, 9 AND 11 W/ GALVANIZED INTEGRALBY GALVANIZED HEAD BRACKET FERO SUPPORT CLIP. ALL OTHER STAGGERED WEEP HOLES FLOORS LOOSE LINTEL , SEE STRUCTURALRELIEVING DWGS GALVANIZED ANGLE AT AIR VAPOR BARRIER CONT. ST1,STL SET IN FLOORS 3, 5,DRIP 7, 9 AND 11 W/ MASTIC BED INTEGRAL GALVANIZED HEAD MASONRY TIE, TYP. SUPPORT CLIP.B.R. ALL OTHER SEALANT AND FLOORS LOOSE LINTEL , SEE STRUCTURAL DWGS CONT. ST STL DRIP SET IN MASTIC BED SEALANT BAR SEALANT AND AND TERMINATION B.R. MORTAR NET WEEP

3 5/8"

PART OF MOCK-UP LINTEL SCOPE

9 WIN

1 7/8"

3" = 1'-0"

INTERIOR FINISHES NOT PART OF MOCK-UP SCOPE

1 7/8"

12 PARAPET COPING

FLEXIBLE FLASHING MEMBRANE, LAP AND SEAL TO DRIP EDGEBAR SEALANT AND TERMINATION BELOW MORTAR NET FACE BRICK, BR-1 RIGID INSULATION GALVANIZED SUPPORT FLEXIBLE FLASHING MEMBRANE, BRACKET BY FERO LAP AND SEAL TO DRIP EDGE STAGGERED WEEP HOLES BELOW

1 7/8"

20 3/4"

JAM

Brick Type 1

Photo Taken 5/10/16

Brick Type 2

S upp o rt i v e

Image Taken 03/22/16

Image Taken 08/02/16

Image Taken 05/10/16

DD Rendering

16 "N OM IN AL

AL IN M O "N 16

16 "N OM IN AL

3/4" EXPRESSED EXPANSION JOINT, TYPICAL UNLESS OTHERWISE NOTED

AL IN M O "N 16

16 " 16 NOM " N IN OM AL IN AL

3/4" EXPRESSED EXPANSION JOINT, TYPICAL UNLESS OTHERWISE NOTED

A 4"

16 "N OM IN AL

16 "N O M IN AL

4275 PARK AVENUE 4275 PARK AVENUE BRONX, NY 10457 WEBSTER AVENUE AFFORDABLE, LLC

OWNER

505 Eighth Avenue, 5th floor New York, NY 10018 T: 212.389.9325

STRETCHER

STRETCHER STRETCHER

HEADER

MOUNTCO CONSTRUCTION AND DEVELOPMENT

CONTRACTOR

STRETCHER STRETCHER

700 White Plains Road Scarsdale, NY 10583 T: 914.723.1200

HEADER HEADER

HEADER 1/2 "T YP .P RO JE CT

- ONE-QUARTER BOND

HEADER

IO N

RO .P YP "T 1/2

COOKFOX ARCHITECTS, LLP

N IO CT JE

1/2 "T YP .P RO JE CT IO N

1/2 "T YP .P RO JE CT

ARCHITECT

641 Avenue of the Americas, Floor 8 New York, NY 10011 T: 212.477.0287 F: 212.477.4521

EXPANSION BRICKJOINT - SHEAR CONDITION - ONE-QUARTER B BOND CORNER BRICK JOINT - FLUSH AT EXPANSION CONDITIONJOINT - ONE-QUARTER BOND 3 CORNER BRICK - STAGGER CONDITION - ONE-QUARTERB BOND 7 BRICK JOINT2 ATCORNER 5 7 BRICK RODKIN CARDINALE ENGINEERS

3" = 1'-0"

3" = 1'-0" 3" = 1'-0" T: 212.239.1982

MURRAY ENGINEERING

RO .P YP "T 1/2

N IO CT JE

CORNER BRICK BRICK -- STAGGER FLUSH CONDITION CONDITION - ONE-QUARTER - ONE-QUARTER BOND BOND 35 CORNER

MEP ENGINEER

224 W 29th St, 4th Floor New York, NY 10001

3" = 1'-0"

IO N

3"3"==1'-0" 1'-0"

STRUCTURAL ENGINEER

307 7th Avenue, Suite 1001 New York, NY 10001 T: 212.741.1102

TERRAIN

LANDSCAPE ARCHITECT

200 PARK AVENUE SOUTH, SUITE 1401 New York, NY 10003 T: 212.537.6080

BROOKER ENGINEERING

CIVIL ENGINEER

76 LAFAYETTE AVENUE SUFFERN, NY 10901 T: 845.357.1896

BR - TYP. CR- FLUSH

BR - TYP. CR - STAGGERED

BR - TYP. CR- FLUSH

ISSUES 2

FINISHED, TP-1 15 9/16"

4° .7 92

15 3/8" FINISHED, TP-1A

FINISHED FINISHED

FINISHED

5 9/16"

15 9/16"

15 9/16" 15 9/16"

15 9/16"

FINISHED, L SIDE BR - TYPE 1 CR- FLUSH

BR - TYP. CR- STAGGERED

1/16" = 1'-0"

BR - TYP. CR - STAGGERED

6 CUSTOM CMU SHAPES 3" = 1'-0"

4 9/16"

15 3/16" FINISHED, L SIDE BR - TYPE 1 CR- FLUSH

BR - TYP. CR- FLUSH

BR - TYP. CR - FLUSH

BR - TYP. CR- STAGGERED

DRAWING TITLE

EXTERIOR DETAILS Photo Taken10/25/16 - SPECIAL

Photo Taken10/25/16

BR - TYPE 2 CR- STAGGERED

MASONRY SHAPES SCALE

As indicated

SHEET SIZE

48"x36"

BRICK CMU SHAPES SHAPES 4 CUSTOM 6 CUSTOM A-630 DRAWING NO:

3" = 1'-0" 3" = 1'-0"

BR - TYP. CR- STAGGERED

PROJECT NO: 3314

CUSTOM SHAPE BRICK & CORNER SHAPES TYPE KEY PLAN 14 BRICK 1/16" 3" = = 1'-0" 1'-0"

FINISHED

BR - TYP. CR - FLUSH

° 96

3/16"

BR - TYP. CR - STAGGERED

BR - TYPE 3 CR - SHEAR

BR - TYP. CR- FLUSH 0' - 3 9/16"

FINISHED

TYPE 3

FINISHED, FINISHED, L SIDEL SIDE

SEAL

1 BRICK SHAPE & CORNER TYPE KEY PLAN

° 96

6° .2 87

Photo Taken 10/25/16

6° .2 87

BR - TYPE 2 CR- STAGGERED

° 96

BULLETIN #2 2015.07.31

BR - TYP. CR- FLUSH BR - TYP. CR - FLUSH

3 9/16"

4 9/16"

PARK AVENUE 0' - 3 9/16"

0' - 3 9/16"

FINISHED

0' - 3 9/16"

© COOKFOX ARCHITECTS, LLP THIS DRAWING, IN BOTH PRINTED AND ELECTRONIC FORM, MAY NOT BE USED, DUPLICATED, MODIFIED OR CHANGED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF COOK + FOX ARCHITECTS, LLP. ANY USE, DUPLICATION, MODIFICATION OR CHANGE 15 15 3/16" WILL SUBJECT THE USER AND ITS AGENTS TO LIABILITY OF SUCH ACTS.

15 3/16"

3/16"

ED, L SIDE

15 9/16" BR - TYPE 1 CR- FLUSH

° 84

TYPE TYPE 3 3

FINISHED, R SIDE

15 9/16" 15 9/16"

E 178TH STREET

° 90

3 9/16"

N ° 84

° 96

11 13/16"

° 84

TYPE 3

TYPE 2

FINISHED, R SIDE FINISHED, R SIDE

BR - TYP. CR - FLUSH

FINISHED

BR - TYP. CR- FLUSH

FINISHED

3 9/16"

WEBSTER AVENUE

BR - TYP. CR - STAGGERED

15 9/16" BR - TYPE 1 CR- FLUSH

° 90

6° .2 87

3 9/16"

5 9/16"

° 90

3 9/16"3 9/16"

FINISHED, R SIDE

ED, R SIDE

° 96

11 13/16" 11 13/16"

° 90

PLOT PLAN (NTS): BLOCK 3028/ LOT: 55

° 90

4 9/16"

TYPE 2 2 TYPE

6° .2 87 6° .2 87

3 9/16"

° 90

6° .2 87

11 13/16"

° 90

BT-2 FLUSH

FINISHED

4 9/16"

FINISHED

BT-1 STAGGERED

6° .2 87

TYPE 2

6° .2 87 6° .2 87

6° .2 87

° 90

4FINISHED 9/16"

FINISHED, TP-1ATP-1A FINISHED,

FINISHED

3 9/16"

FINISHED, TP-1A

BR - TYP. CR - STAGGERED

3 9/16"

TYPE 1, 1A

FINISHED

4° 4° .7 .7 92 92

15 3/8"15 3/8"

FINISHED, TP-1 & TP-1A

15 9/16" 15 9/16"

3 9/16"

TYPE 1, 1A TYPE 1, 1A

FINISHED, TP-1 TP-1 FINISHED,

3 9/16"

ADDENDUM 3 BULLETIN 1 BULLETIN 2

3 9/16" FINISHED , TP-1 & TP-1A

DESCRIPTION:

2015.04.01 2015.06.02 2015.07.31

ISHED

3 9/16"

ED, TP-1A

DATE:

1 2

FINISHED, TP-1 & TP-1A

3 9/16"

FINISHED, TP-1 & TP-1A

3 9/16"

4° .7 92

15 3/8"

NO:

6° .2 87

TYPE 1, 1A

BR - TYP. CR - STAGGERED

6° .2 87 6° .2 87

5 3/8"

6° .2 87

6° .2 87 4° .7 92

FINISHED, TP-1 & TP-1A

15 9/16"

3 9/16"

FINISHED, TP-1

5 9/16"

3 9/16"

HED, TP-1

7' - 3 3/8"

S upp o rt i v e 6 INTERIOR VIEW

5 INTERIOR VIEW

25' - 10 3/4"

5' - 1"

28' - 9"

° 96

CH 8' - 1"

CH 8' - 5"

CH 10' - 2"

5' - 4"

MULLION

L-2T

L-2

CH 10' - 2" L-2T

L-2T

L-2

ACT-2

L-2

CH 10' - 8 1/2"

OPENING

EQ ACT-2

L-2

10"

L-2T

L-2E

L-22

L-2E

45"

L-22

6' - 11"

9 1/4"

3' - 5 1/2"

MP-1 EQ

1' - 3" TYP L-2T

4 1/4"

CH 19' - 7"

2' - 6" TYP

4' - 5 1/2"

11 3/4"

10"

25' - 5 1/2" EQ

2' - 0"

2' - 9 1/2"

18"

3' - 0 3/4"

CH 8' - 5" 8"

1 A-606

CH 8' - 1"

12"

EQ L-2C

L-2C

17' - 10"

22' - 9 3/4"

L-2T

L-2C

CH 19' - 7"

L-2T

L-2C

L-2T

L-2C

2A A-410

GYP. BD. HUNG CEILING

2' - 6" TYP

1' - 4" TYP

RCP LEGEND

GYP. BD. 2HR. CEILING

9 1/4" 1' - 5"

ACT HUNG CEILING CH 19' - 7" 12 3/4" 4 1/4"

FEATURE PANEL SYSTEM PAINTED B.O.S. 8' - 5 1/2" TYP

CH 0' - 0" 1/2" JOINT

SINGLE SIDED EXIT SIGN

2 REFLECTED CEILING PLAN - LOBBY

DOUBLE SIDED EXIT SIGN

1/4" = 1'-0"

2 A-330

CEILING HEIGHT ABOVE T.O.S.

26' - 8"

ARGED PLAN

4 A-330

INTERIOR VIEW

28' - 10 3/4"

43' - 6 1/2"

5' - 4 1/4"

62' - 0"

DIRECTIONAL EXIT SIGN

INTERIOR VIEW

DOUBLE DIRECTIONAL EXIT SIGN 25' - 4 1/4"

5' - 1"

SMOKE & CO DETECTOR TYPICAL RECESSED DOWNLIGHT

25' - 10 3/4"

5' - 1" TYPICAL TRACK HEAD LIGHT

28' - 9"

ALIGN

17 1/2" PT-1 EQ 29' - 5"

ACT-2

WM-1

L-2

METAL EDGE PLANTER, L-2 SEE LANDSCAPE DRAWINGS FOR DETAILS

L-2

5' - 9 3/4"

A-411

EXTERIOR DOUBLE HEAD POLE FIXTURE

45"

-2'-9"

CEILING SUPPLY REGISTER

EQ 4' - 3 5/8"

PT-1

L-2C 6' - 4"

4' - 6"EQ

SLOPE 1:20

EQ EQ9' - 1"

PLANTER

4' - 6 3/4"

4' - 7 1/4"

7° .3 84

TRENCH DRAIN

-1'-1 1/4"

4' - 7 1/4"

4' - 6 3/4"

F.R. CEILING ACCESS DOOR CEILING MOUNTED SPRINKLER

-1'-3"

4' - 6"

6' - 8 1/4"

-2'-8"

CEILING RETURN REGISTER

30' - 0"

L-22

TYPICAL EXTERIOR UPLIGHT

CON-1

EQ PT-2

-2'-8" 3 A-410

12' - 8 1/4"

EQ 1 A-330

L-2

L-22

PT-1

ENTRY VESTIBULE

L-2 LOBBY C12

SLOPE 1:20

° 96

17' - 8 3/4"

1 A-666

L-2E

TYPICAL WALL MOUNTED STEPLIGHT

A-411

PLANTER

CH 10' - 8 1/2"

L-2

TYPICAL COVE MOUNTED LINEAR FIXTU

8' - 11 1/2"

ACT-2 A-330

L-2

3 A-652

° .1 85

4 A-616

SS HANDRAIL, TYP. BOARD FORMED ARCHITECTURAL CONCRETE

PLANTER

RAMP 1:14 ° .1 85

7° .3 84

2' - 8 1/2"

OPENING4' - 10"

L-2

TYPICAL LINEAR WALL SCONCE 7 1/2"

3' - 11"

MP-1

L-2

TYPICAL SURFACE MOUNTED CEILING F

4' - 3 3/4"

4 A-653

L-2

TYPICAL SURFACE MOUNTED WALL SCO

6 1/2"

L-2T

10"

L-2

10"

22' - 9 3/4"

2 A-653

3' - 0 3/4"

L-2T

PT-1

3' - 5 1/2"

L-2T -5'-7"

L-2T

° 96

L-2C

CH 10' - 2"

23 1/4" 7"

5' - 4"

MULLION

L-2E

1' - 3" TYP L-2T

6 A-650

L-2T L-2TENTRY RAMP 1:12

PT-2

2' - 6" TYP

4' - 5 1/2"

-3'-2 5/8"

TYPICAL LINEAR VERTICAL WALL SCONC

CH 10' - 2"

A-330

4 1/4"

3 A-330

TYPICAL LINEAR LIGHT

ELEVATOR LOBBY C01

7 1/4"

CH 8' - 5"

CH 8' - 1" 18"

5' - 1"

2' - 0"

-1A

2' - 0"

9 CH 8' - 1"

12"

TYPICAL RECESSED CEILING LIGHT

17 1/2"

PT-1

3 A-653

-1A

4 INTERIOR VIEW

+9"

WALL MOUNTED SPRINKLER

TYPICAL RECESSED EMERGENCY LIGHT SECURITY CAMERA 5 A-616

CAD READER

L-2C

L-2C F PLAN

L-2C

+1'-0" 5' - 4 1/4"

L-2C

BOARD FORMED ARCHITECTURAL CONCRETE

2A A-410

8' - 11 1/2"

12' - 4 1/4"

CONCRETE PLANTER

38' - 0 1/2"

DOOR CONTACT 7' - 3"

26' - 7"

26' - 8" 1 A-616

3 A-616

SIM

ENLARGED PLAN - LOBBY

3 A-616

RCP LEGEND

GYP. BD. HUNG CEILING

1/4" = 1'-0" GYP. BD. 2HR. CEILING ACT HUNG CEILING

Render in collaboration with Terrain Landscape Architects

Photo Taken 10/02/16

Render in collaboration with Terrain Landscape Architects

R ese arc h

Interdisciplinary Science & Engineering Complex Northeastern University Boston_Massachusetts

Payette design led by Bob Schaeffner and Kevin Sullivan

The Northeastern University Interdisciplinary Science & Engineering Complex is a 220,000 square foot teaching and research facility located in the Roxbury neighborhood of Boston. This is the first phase of a three phased 680,000 square foot complex and will house 115 primary investigators with 575 researchers. The building is equipped with a MRI, a NMR, an Omics Suit, two teaching labs and a 200 person auditorium. The buildingâ&#x20AC;&#x2122;s overall layout is broken up between a research bar and two office pods that are united by a 6 story atrium. The driving force behind this parti was to put science on display and really showcase the workspace on the atrium. The two office pods are intersected by a circulation path that starts at one end of the research bar and terminates at the other end, providing informal breakout spaces periodically throughout the floor. The duality in the faĂ§ade, between the horizontal bars on the labs and vertical fins on the offices, emphasizes the two zones and reveals the public atrium between the two. I became a member of the team during the initial RFP and was able to work on the project exclusivity all the way through the final CD set and into CA. The project is currently under construction with an estimated scheduled completion in early 2017.

Render in collaboration with Payette Visualization Department

R ese arc h

0.8 1

SECURITY 251

E E.2

2.3

TISSUE CULTURE RM 255C

CYLINDER STORAGE 250

TISSUE CULTURE RM 255B

2.4

ELEV. LOBBY 200L1

STAIR 1 200S1

ELEC RM 257

SERVICE ELEV 200E1

LAB CORRIDOR NORTH 200C7

LAB ENTRY NORTH 200C6

SHAFT 4

PLUMBING CLOSET 200M1

TISSUE CULTURE RM (ADA) 255D

INSTRUCTION LAB (24 SEAT) 255

TISSUE CULTURE RM 255E

SHAFT 1

3.5

WET EXP SUPPORT RM 262C

3.4

4.5

DRY EXP SUPPORT RM 264C

ATRIUM CIRCULATION 2 200C5

CONFERENCE 201

1/8"

SIM.

5.5

WRITE-UP 260A-272A

SHARED EQPT RM 266C

TISSUE CULTURE RM 267C

6.5

4'-0"

5'-7 1/4"

OFFICE 222

4'-0"

TEL/DATA 236

OPEN LAB 260B-272B

COPY 235

OFFICE 223

SHAFT 5

4'-0"

" 13/16 3'-7

7.5

21'-7

1/8"

FUME HOOD RM 271C

HOTELING 234

4'-0"

OFFICE 224

10 A9.41

4'-0"

1" 11'-1 11'-11"

1'-0"

EQPT CORRIDOR 273B

DRY EXP SUPPORT RM 273C

8.5

P. OP

A5.70 15

2'-0 1/2"

P. OP

92.0°

A5.83

226

232 C

OFFICE 227

LAB ENTRY SOUTH 200C8

OFFICE 226

? ? ? ? 6'-0 ? "

A5.72

13 16

4'-0"

DRY EXP SUPPORT RM 272C

CONFERENCE 232

2 A9.58

TYP

6'-0"

OFFICE 225 G 2 A 144 SF

P. OP 13

A5.77

10 A9.57

232 B

OFFICE 225

4'-0"

" 6'-0

2.3° 17

0" 3'-1

93.5°

SHAFT 2

9.2

1/4"

11 A9.58

6'-0"

228

230

.9° 90

FEC-1

4'-7 1/4"

94.0°

OP P.

A5.70

TYP

OFFICE 227 G 2 A 143 SF

23 A9.57

14 OP P.

229

10.5

20 A5.70 18

OPP.

13 A5.70 15

OPP.

OFFICE 228 G 2 A 143 SF

DRY EXP SUPPORT RM 276C

F.7

H.1

14 A5.70

6'-6 1/4"

STAIR PRES. SHAFT

TEL/DATA 275A

ENVIRONMENTAL RM 275B

WET EXP SUPPORT RM 275C

1 A5.77 2

6'-0"

STERILIZER ROOM 274B

SHAFT 3

OFFICE 230

LAB CORRIDOR SOUTH 200C9

STAIR 2 200S2

4'-7

14 A5.70

OFFICE 229

OFFICE 228

1'-7 1/8"

8.5

1'-4"

11 A9.29

227

13 16

OFFICE 226 G 2 A 142 SF

° 93.2

32 A9.58

234 3/8" B 1'-10

70.9°

CONFERENCE 232 2 A 388 SF

" 2'-0

" 10'-0

OFFICE CORRIDOR SOUTH 200C2

4'-0"

11 A9.29 " 3'-10

7/8"

E1 X X X

3/4"

225

3'-3

8.3° 17

HOTELING 234 F 2 A 252 SF

3.9° 17 7/8"

91.5°

6'-0"

A5.70

4'-7

OFFICE 224 G 2 A 149 SF

2'-0"

0° 175.

3'-3

A5.73

" 3'-10

224

86.5°

4" 5 3/

" 3'-11

0° 175.

232 A

GLASS JOINTS TO ALIGN, TYP.

92.0°

4" 6 1/

235

.3° 93

1 A9.58

234 A

" 10'-0

10 A7.51

A5.74

° 176.2

B OFFICE CORRIDOR SOUTH 200C2 2 A 634 SF ° 176.2

2'-7 1/4"

OP P.

93.5°

1'-0"

1/4"

DRY EXP SUPPORT RM 269C

ELEC RM 237

PASSENGER ELEV 200E2-E4

2'-0"

A5.70

PHOTOCOPIER COPY 235 2 A 88 SF

236

R 22'-9"

A5.85

OFFICE 221

4'-0"

2'-5"

° 176.1

3'-10"

H3 3/4" 8'-8 PHOTOCOPIER

SHAFT 5

" 3'-11

EM ELEC 238

TISSUE CULTURE RM 268C

° 176.1

223

2'-0"

" 5'-10

1/2" 2'-11

TEL/DATA 236 B 4 A 118 SF

4'-0"

4 A7.14

KITCHEN 239

" 11'-5

OFFICE 220

4'-0"

177.0°

91.5° 2'-0"

9'-0"

237

PASSENGER ELEV 200E2-E4 - - C 217 SF

4'-0"

ATRIUM CIRCULATION 1 200C1

" 6'-11

A5.97

4'-0"

ELEC RM 237 4 A 59 SF

C1 176.1° EQ

222

3'-10"

1/2" 12'-11

6'-0"

A5.70

2'-6"

238 EQ

176.1°

" 4'-0

" 5'-10 EM ELEC 238 B 4 A 47 SF

" 4'-10

A5.83

FUME HOOD RM 265C

3 SIM.

OFFICE 219

" 4'-0

1/4" 1'-0

A7.21

1 / A4.22

3'-3

OFFICE 218

1 / A4.21

WET EXP SUPPORT RM 263C

CONFERENCE 205

MEN'S TOILET 202

OFFICE 217

5/8"

176.1°

FEC-1

OFFICE 223 G 2 A 146 SF

2 1/2"

TEACHING PREP LAB 253

TISSUE CULTURE RM 255A

1.2

TISSUE CULTURE RM 255F

VESTIBULE 200V1

OFFICE 216

2.2

OFFICE CORRIDOR NORTH 200C4

SHOWER 204

3'-4

4'-0"

176.1°

OPP. 13

OFFICE 222 G 2 A 146 SF

5'-10 1/2"

DEPT CHAIR SUITE 206

COPY / FAX / SUPPLIES 206E

OFFICE CORRIDOR NORTH 200C3

OFFICE 215

A7.21

" 4'-0

REF.

1 A5.77 2

221

3'-10"

OPP.

WOMEN'S TOILET 203

" 4'-0

KITCHEN 239 1 D 174 SF

REF.

175.8°

2'-0"

TYP

OPEN LAB 276B-279B

11 A9.57

OFFICE 230 G 2 A 132 SF

OFFICE 229 G 2 A 142 SF

OPP.

3'-10" 1'-3 3/4" 2'-3 3/4" 7" 2'-9 3/4" +/-

3'-10"

175.8°

172.8°

1'-3 1/4" 3'-3 1/4"

STUDENT SERVICES OFFICE 206A

BUSINESS OFFICE 206D

A7.21

A5.85

" 4'-0

220

2'-0"

92 .6°

1'-0"

6'-0"

14 A5.70

OPP.

23 A9.57

172.4 °

175.8°

172.6°

ASSISTANT CHAIR OFFICE 206C

12 A9.43

2 A5.80

5'-7"

E B

3'-10"

4'-7 1/4"

OPP.

OFFICE 221 G 2 A 146 SF

3'-10"

174.3°

DEPARTMENT CHAIR OFFICE 206B

1 / A4.23

1'-2"

1'-4"

30 A9.51

ATRIUM CIRCULATION 1

1 A9.83

A5.83 1.

4'-2 1/2"

9 10 12 A5.70 11

2'-0" 2'-0" OP P.

172.8°

EQ OP P.

A5.80

10 A9.42

WALL PARALLEL TO GRID 54

A5.84

OFFICE 220 G 2 A 142 SF

88.0°

60.0 °

174.3° 4'-2 3/4"

5 1/4"

3'-1 0"

174.3 ° 4'-2 3/4"

4'-2 3/4"

2'-0 "

174. 3° 3/4"

88.0°

EXTENT OF 2' HIGH RAISED FLOOR SYSTEM

INT. OFFICE CORRIDOR WALLS TO BE PARRELLEL AND OFFSET A CONSISTANT 6'

12 A9.58

101.3°

4'-2 3/4 " 172. 3° 2'-0 "

17 3.0° 3'-1 0"

1/2" 3'-1

4'-2

172 .3°

A5.80

1'-1 3/4"

1'-0"

1'-7 3/4"

1'-0 1/4"

91.7 °

1'-0" G

93.5°

4'-6 3/4"

1/4" 4'-7

91.5°

91 .5°

2 A5.16

88.8 °

88.3 ° 22 A9.58

1 / A4.23

90.0 °

FUME HOOD RM 278C

WRITE-UP 276A-279A

11.5

WET EXP SUPPORT RM 279C

1 / A4.22

F.7

H.1

B.5

2'-1"

9'-8 1/2" 4'-0"

OPP.

R ese arc h

INDEPENDENTLY FROM PERIMETER PTD GWB BRACKET

IUM RAIL / SLAB EDGE DETAIL - OFFICE SIDE AND BRIDGE TYP AIL AIL

EXT. GLAZING ASSEMBLY TO WRAP INSIDE

DG-2

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

DG-2

1/2" GLAZING FLOORING TERMINATION STRIP

INNER EDGE TO FOLLOW CURVE OF FACETED GLASS RAILING SYSTEM. (DO NOT CUT IN FIELD)

4 5/8"

2.2

MG-3

1/2" PREFORMED GYPSUM REVEAL.

21 A9.51

20 A9.51

PTD GWB

CARPET

MG-3

2 7/8"

MTL HANDRAIL PTD GWB

LEVEL 6 91' - 0"

DG-2

STRUCTURAL ALUM.GUARDRAIL CLOSURE PIECE GLASS

DG-2

LEVEL 6 91' - 0"

DG-2

WD BLOCKING

INT GLAZING MULLION

OUTER EDGE OF VERTICAL

BASE AS SCHEDULED

LEVEL 4 62' - 0"

5" 1/2" GLAZING PTD GWB

MG-3

CONTINUOUS WD BLOCKING INNER EDGE TO FOLLOW CURVE OF FACETED GLASS RAILING SYSTEM. (DO NOT CUT IN FIELD) WELDED STEEL SHIM BY

PTD GWB

10 CARPET, SEE FINISH SCHEDULE A9.51

MG-3

4 5/8"

RAILING INSTALLER

CARPET

11 A9.51

PTD GWB

DG-2

BRACE TO STRUCTURAL DG-2 MEMBER

DG-2

1/2" PREFORMED GYPSUM EDGE OF GWB TO FEATHER INTO REVEAL. LEVEL 6 5/8" GWB BEYOND PTD GWB

11 A9.49

33 A9.45 SUSPENDED WD SLAT CEILING

FINISH

PTD GWB

(2) 1/4" FLEXIBLE GWB

2 7/8"

OUTER EDGE TO FOLLOW CURVE 1/4" CUT FLEXIBEL GWB, LEVEL 5 DRYWALL BELOW. (DO(2)NOT IN FIELD)

SELF LEVELING CONCRETE

MG-3

3'-0"

FLOORING TERMINATION STRIP

CURVED GLAZING SHOE ASSEMBLY

OPEN TO MULLION BEYOND STACK BEYOND

3'-0"

10"

1 1/4"

PTD GWB

HANDRAIL SUPPORT11 A9.49 BRACKET

OPEN TO BEYOND 10"

INT GLAZING MULLION

ALUM. CLOSURE PIECE

91' - 0"

GLASS TO ALIGN W/ GLASS RAILING BEYOND

OPEN TO BEYOND

LEVEL 6 91' - 0"

WD BLOCKING 3 5/8" METAL FRAMING MG-3

MG-3

WOOD LINEAR SUSPENDED CEILING

NORTH BRIDGE AND ATRIUM OFFICE CURTAIN WALL - LVL 4-6

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

2.2 GLAZING SHOE CURVED ASSEMBLY

1'-0"

OPEN BEYOND

TYP ATRIUM RAIL / SLAB EDGE DETAIL - OFFICE SIDE CURVED GLASS DETAIL 12 (2)111/4" FLEXIBEL GWB, LEVEL 5

31 A9.50 SCALE:

6" = 1'-0"

A9.47 FINISH

A9.47

PANEL AND ANGLE

Structural Engineer

21 eMessurier A9.50 DE Consultants, Inc. 380 Soldier Field Rd. oston, MA 02135 el: 617-868-1200 11 A9.50

Code Consultant

W Sullivan Engineering 29 Main Street,Suite 203 oston, MA 02129 el: 617-523-8227

Vibration and Acoustic Consultant Acentech Inc. 33 Moulton St. Cambridge, MA 02138 Tel: 617-499-8000

TYPE A1 PARTITION

Wind / Air Quality Consultant DG-2

RWDI 650 Woodland Rd. W. Guelph, Ontario, Canada N1K 1B8 Tel: 519-823-1311

32 A9.50

EMI / RFI Consultant Vitatech 115 Juliad Court Suite 105 Fredericksburg, VA 21 22406 A9.45 Tel: 504-286-1865

Cost Consultant Vermeulens 470 Atlantic Ave, 4th Floor Boston, MA 02210 Tel: 617-273-8460

IUM RAIL / SLAB EDGE DETAIL - OFFICE SIDE CURVED GLASS DETAIL

E: 6" = 1'-0"

NORTH BRIDGE AND ATRIUM LAB CURTAINWALL INTERSECTION

EDGE OF GWB TO FEATHER INTO LEED Consultant 5/8" GWB BEYOND

Soden

GLASS TO ALIGN W/ GLASS 25 Child St. Suite 3 RAILING BEYOND

Boston, MA 02130 Tel: 617-372-7857

TYPE G1 PARTITION

DG-2

ALUMINUM TRIM PANEL AND ANGLE

30 A9.50

DG-2

ATRIUM RAIL / SLAB EDGE DETAIL - OFFICE SIDE CURVED GLASS

2 A5.8

PTD GWB

STUD WALL TO EXTEND TO BOTTOM AT LAB CURTAIN WALL, SEE ELEVATIONS FOR PROFILE

(2) 1/4" FLEXIBLE GWB WD SLATS TO HANG

INDEPENDENTLY FROM PERIMETER WALLS, TYP. (DO NOT CONTINUE DG-2 SUB. STRUCTURE TO WALLS

BRACE TO STRUCTURAL

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

OPEN TO MEMBER BEYOND

LEVEL 5 76' - 6" 20 A9.50

MG-3

PTD GWB

RETURN AIR GRILL

PTD GWB

3 5/8" METAL FRAMING

10 A9.50

WOOD LINEAR SUSPENDED CEILING

Elevator Consultant

DG-2

GWB ON CEILING GRID SYSTEM

Van Deusen & Assoc. 470 Atlantic Ave, 4th Floor Boston, MA 02210 Tel: 617-273-8016

DG-2

1'-0"

WELDED STEEL SHIM BY RAILING INSTALLER

DG-2

PTD GWB

3'-0"

CONTINUOUS WD BLOCKING

HIND TH BRIDGE

12 OPEN TO BEYOND A7.27

OUTER EDGE TO FOLLOW CURVE DRYWALL BELOW. (DO NOT CUT IN FIELD)

SELF LEVELING CONCRETE

DG-2

OUTER EDGE OF VERTICAL STACK MULLION BEYOND

1 1/4"

CARPET, SEE FINISH SCHEDULE

STRUCTURAL GLASS GUARDRAIL

DG-2

3'-0"

E: 6" = 1'-0"

ATRIUM RAIL / SLAB EDGE DETAIL - N BRIDGE

WALLS, TYP. (DO NOT CONTINUE SUB. STRUCTURE TO WALLS

STUD WALL TO EXTEND TO DG-2 BOTTOM AT LAB CURTAIN WALL, SEE ELEVATIONS FOR PROFILE WD SLATS TO HANG

2 1

06/24/2014 05/20/2014

DATE

CONSTRUCTION DOCUMENTS GMP SET MG-3 MG-3

DESCRIPTION

ATRIUM RAIL / SLAB EDGE DETAIL - OFFICE SIDE CURVED GLASS SCALE: 1 1/2" = 1'-0"

OPEN TO INDEPENDENTLY FROM PERIMETER BEYOND MG-3

MG-3

WALLS, TYP. (DO NOT CONTINUE SUB. STRUCTURE TO WALLS

W/ METAL

R ese arc h

Landscape design in collaboration with Stephen Stimson Associates

E xte n d e d L andscape

The Arc

Northeastern University Boston_Massachusetts Payette design led by Bob Schaeffner and Kevin Sullivan

The largest defining landscape feature of the Northeastern ISEC project is the pedestrian bridge, known as The Arc, which spans over Amtrak, MBTA and Commuter Rail tracks to unite the main campus with the ISEC and the rest of the future South Campus development. The campus itself is sandwiched in-between two above ground subway lines providing limited future growth opportunities, this bridge will therefore serve as a gateway to future Northeastern expansions. The Arc was designed to be an extension of the public landscape for both the campus and the community. The sloped walkway on the south side negotiates the necessary grade change and allows the bridge to span over the tracks in two directions. The overall form of the arc allows the ISEC to connect with the existing science buildings on campus. The arc stems of the Egan Research Center on the east and the Mugar Life Sciences Building on the west and terminates at the second level of the ISEC with direct access into the building. The bridge is flanked on both sides by a custom perforated weathering steel panel system that seamlessly transitions between the various guard requirement for the different transit agencies. The landscape along the Arc was designed to provide a sense of place for the occupants as well as defining an experiential path over the tracks.

Rendering in Collaboration with Stephen Stimson and Associates Render in collaboration with Stephen Stimson Associates

E xte n d e d L andscape

Landscape design in Collaboration with Stephen Stimson Associates

E xte n d e d L andscape GUARD DIAGRAM - arc KEY: NORTHEASTERN UNIVERSITY GUARD DESIGN REQUIREMENTS: MBTA RAIL REQUIREMENTS (OPEN): AMTRAK CATENARY CABLE RAIL REQUIREMENTS (SOLID): THE ITEMS ABOVE CATALOGUE THE DIFFERING RAIL REQUIRMENTS ACROSS THE SITE. ELEVATIONS SHOWN IN COLOR GIVE THE MINIMUM RAIL HEIGHT DIMENSIONS ACROSS THE ARC BASED ON KNOWN INFORMATION. BASIC MINIMUM RAIL HEIGHTS KNOWN AS OF 8/14/2013: NORTHEASTERN:

3’-6” (42”)

MBTA:

5’-0” (60”)

AMTRAK:

9’-6” (114”)

G = 35’-6” G = 36’-6”

G = 36’-6”

G = 37’-6” G = 44’-6”

G = 45’-6”

G = 36’-6” G = 36’-6” G = 38’-0”

G = 37’-6” G = 43’-6”

G = 38’-0” G = 39’-0”

G = 46’-6”

G = 40’-0” G = 46’-6” G = 44’-6”

G = 45’-6” G = 43’-6”

G = 40’-6”

G = 44’-6”

G = 42’-6”

G = 39’-6”

G = 43’-6” G = 42’-6”

TECHNICALLY NO LONGER ABOVE TRACKS

G = 42’-6”

G = 38’-6”

RECOMMENDED MIN GUARD REQUIREMENTS BY DESIGN TEAM

ISEB

NORTHEASTERN UNIVERSITY | PAYETTE

Render in collaboration with Stephen Stimson Associates

E xte n d e d L andscape

VERTICAL STIFFENER BEYOND

UNITIZED WEATHERING STEEL GUARD

1/2" WEATHERING STEEL BENT PLATE ANGLE WELDED TO GUARD AND ANCHORED TO SLAB

CAST IN PLACE GUTTER

CAST IN PLACE GUTTER 4” TOPPING SLAB

4” TOPPING SLAB

8” STRUCTURAL DECK

WELDED BRACKET

GUARD ANCHORING DETAIL TILTED SCALE: 1 1/2" = 1'-0"

GUARD ANCHORING DETAIL VERTICAL SCALE: 1 1/2" = 1'-0"

VERTICAL STIFFENER BEYOND

PLA

SCAL

VERTICAL STIFFENER BEYOND

UNITIZED WEATHERING STEEL GUARD 1/2" WEATHERING STEEL BENT PLATE ANGLE WELDED TO GUARD AND ANCHORED TO SLAB

UNITIZED WEATHERING STEEL GUARD

IRRIGATION PIPING

3/8" WEATHERING STEEL PLANTER EDGE TO BE ANCHORED TO SLAB

4" DRAINAGE PIPING, COORDINATE WITH LANDSCAPE

PLANTER SOIL, COORDINATE WITH LANDSCAPE

1/2" WEATHERING STEEL BENT PLATE ANGLE WELDED TO GUARD AND ANCHORED TO SLAB 3/8" WEATHERING STEEL PLANTER EDGE ANCHORED TO SLAB PLANTER SOIL, COORDINATE WITH LANDSCAPE

BITUTHENE WATERPROOFING MEMBRANE

IRRIGATION PIPING 4" DRAINAGE PIPING, COORDINATE WITH LANDSCAPE

BITUTHENE WATERPROOFING MEMBRANE

4” TOPPING SLAB

CAST IN PLACE GUTTER

8” STRUCTURAL DECK 8” STRUCTURAL DECK

WELDED BRACKET

GUARD ANCHORING DETAIL TILTED WITH PLANTER SCALE: 1 1/2" = 1'-0"

GUARD ANCHORING DETAIL VERTICAL WITH PLANTER SCALE: 1 1/2" = 1'-0"

PLANTE

SCALE: 1

S eni o r

NEXTGENERATION Senior Housing Breaking Ground, Mott Haven RFP Bronx_New York

Cookfox design led by Rick Cook and Peter Aaron Competition yet to be awarded

This submission for the NEXTGENERATION Senior Housing RFP was a partnership between Breaking Ground, Mega Construction and COOKFOX Architects. This unique through block site has an extremely tight zoning envelope, which led to the slight depression of the ground floor, which in turn allowed for an additional floor to fit within the zoning envelope. This development manifested itself in two residential towers with over 150 units connected through a continuous ground floor. The courtyard space between the two structures is split between two levels; the ground floor serves as a contemplative courtyard that acts as the epicenter of the development, with both physical and mental wellness amenities directly engaging the space. The upper level acts as a more active exterior space, accessed from the second level, this Community Garden operates separately from the ground floor Cloister. The two towers are made up equally of 1 bedrooms, studios and studio efficiency units. The project was designed to meet Passive House standards, be LEED Silver certified and Enterprise Green Community certified. In addition to super insulated walls, triple glazed windows and Energy Recovery Ventilation units, specific attention was paid to the resiliency of the building with onsite solar power generation and substantial water storage. This proposal was submitted on Sept. 30 2016 and has yet to be awarded.

Render in collaboration with COOKFOX Visualization Department

S eni o r UG 3 75’-

40’-0”

0”

”

’-0

51’-

73’-

6”

”

’-0

10’-0” TYP.

reet

40’-0”

9”

143 rd S t

UG 2

75’-

0”

”

’-0

”

’-0

60’-0”

70’-0”

”

’-0

51’-

Tab H

reet

73’-

70’-0” ”

’-0

6”

10’-0” TYP.

NEXTGENERATION NYCHA - MOTT HAVEN — BREAKING GROUND

60’-0”

9”

143 rd S t

”

’-0

”

’-0

142

nd S tree -0” t

75’

UG 4

75’-

0”

”

’-0

LOT 71

60’-0”

”

80’-0”

0”

0’-

LOT 26

’-0

[12,600 SF]

51’-

9”

143 rd S t

reet

80’-0”

20 ”

’-0

73’-

6”

0”

0’-

60’-0”

10’-0” TYP.

reet

-6”

0”

0’-

73’

”

’-0

”

’-0

9”

143 rd S t

”

’-0

[7,500 SF]

UG 3

c o m mu n i t y fac il i t y w / s l e e p i ng ac c o m m o dat i o n s

2.43 FAR 48,843

z fa

UG 4 C o m mu n i t y F ac i l i t y + R e s i d e n t i a l AIRS 4.80 FAR 96,480

Below Grade

Above Grade

78,390

Residential AIRS UG 2

Comm Fac Supportive UG3

Comm. Facility UG4

Lot Area x FAR

Proposed

Floor Area Ratio

20,100 sf

4.80

20,100 sf

3.90

20,100 sf

2.43

Floor No.

Description

Floor Height

Floor Height Above Grade

Total Proposed Floor Area (ZFA)

Roof

MEP

9.00 ft

80.00 ft

0 zfa

Residential

9.17 ft

70.83 ft

9,372 zfa

5,445 sf

Residential

9.17 ft

61.67 ft

9,372 zfa

Residential

9.17 ft

52.50 ft

Residential

9.17 ft

Residential

z fa

UG 2 R e s i d e n t i a l AIRS 3.90 FAR

Maximum Permitted Zoning Floor Area (ZFA)

Lot Area

UG 4 Comm Fac UG 2 Res Airs UG 3 Com Fac w SA

96,480 zfa

5,005 zsf

Maximum Gross Floor Area (GSF) ZFA+Deductions

Mechanical Zone Green Qualitu Housing

78,390 zfa 48,843 zfa

Residential AIRS UNIT AREA

Comm Fac Supportive UNIT AREA

Maximum Permitted Gross Floor Area (GFA)

Community Facility UG4 1,500 sf

1,500 gfa

2,180 sf

1,480 sf

10,852 gfa

5,445 sf

2,180 sf

1,480 sf

10,852 gfa

10,878 zfa

6,688 sf

2,544 sf

1,534 sf

12,412 gfa

43.33 ft

10,878 zfa

6,688 sf

2,544 sf

1,534 sf

12,412 gfa

9.17 ft

34.17 ft

10,878 zfa

6,688 sf

2,544 sf

1,534 sf

12,412 gfa

Residential

9.17 ft

25.00 ft

10,878 zfa

6,688 sf

2,544 sf

1,534 sf

12,412 gfa

Residential

9.17 ft

15.83 ft

10,878 zfa

6,688 sf

2,544 sf

1,534 sf

12,412 gfa

Residential

9.17 ft

6.67 ft

8,675 zfa

4,387 sf

2,178 sf

1,338 sf

1,164 sf

9,839 gfa

81,807 ZFA

48,717 sf

19,258 sf

1,338 sf

95,103 gfa

3,667 sf

15,875 gfa

3,667 sf

26,225 gfa

Sub-Total Above Grade Ground

Lobby/ Comm Fac

11.00 ft

-4.33 ft

14,499 zfa

Cellar

MEP

11.00 ft

-15.33 ft

0 zfa

Sub-Total Below Grade

10,350 gfa

14,499 ZFA

Maximum Gross Floor Area (GSF) (including below grade)

Proposed Floor Area (ZFA)

z fa

Zoning Deductions

Building Total

96,306 ZFA

65,384 ZFA

25,917 ZFA

Permitted

96,480 ZFA

78,390 ZFA

48,843 ZFA

5,005 ZFA

121,328 GFA

S eni o r

Ground Floor Plan

First Floor Plan

Roof Plan

Typical Unit Layouts

S eni o r

1) P assive solar gains 2) A ctive solar panels on site generation 3) S torm water collection a ) G round W ater R echarge b ) D etention T ank

4) G reen R oof 5) E nergy R ecovery U nit a ) E xhaust b ) S upply

6) A irt ight B uilding E nvelo pe (.6 ACH max ) S uper I nsulated W all (R30 min ) 7) E mergency G enerator 8) W ater T ank S torage 9) V ari able R efrigerant F low H eat P umps

Site Plan

South Elevation

North Elevation

E DUC AT I O N

The Decentralized School Boston_Massachusetts

Under-Graduate Architectural Thesis Selected for yearend Thesis Awards Jury Advised by Terrance Goode and Sekou Cooke

The concept behind the decentralized school is that architecture should act as a threshold that mediates between education and community in order to create educational space. The concept of educational space in this intervention creates the relationship of “school as community” rather than “school or community.” This hybridization manifests itself as a network of urban interventions that capitalize on existing community services and removes the classroom form the school and inserts it into its surrounding context. The decentralized school is an Early Educational Center that directly address the developmental qualities for Pre-K though First Grade. Through hands-on learning from their community, children are able develop intellectually, physically, socially and emotionally, but more importantly a child’s perception of where education occurs is able to expand from just the classroom to encompassing the entire community. The project is located in an urban neighborhood in Roxbury Massachusetts with a range of public amenities like a community garden, a public library, grocery stores and even a zoo. This educational network was designed with the child’s scale in mind, and redevelops the streetscape to clearly brand this area as an educational zone. Each intervention transforms the existing community amenities to serve not only the community but to directly address the negotiation in scale between a child and adult.

E DUC AT I O N Lot_b

Lot_a

Observe.

Staff Admin.

Play

Observe.

Meeting

Learning Space

Library

Lot_c

Meeting Cafeteria

Bank

Restaurant

Test Nurses Kitchen Station Community Garden Meeting Doctor

Grocery Store

Bank Restaurant

$ T R A N S P O RTAT I O N

To Z oo

Library

S CHOOLS

C ARS

PER

H OUSE

Islamic Center

Post Office

Community Garden

Christian Center

Medical Clinic

Grocery Store

Bank

Restaurant

Jewish Center Closed Library

Above Ground

P OPULATION

G REEN S PAC E

HOUSEHOLD INCOME

Fire Station

Early Education Centers Level 4 Schools

Below Ground

Fire Station

Boston Public School

Public Green Space

60 +

.85 - 1.00

50 -60

35% - 39.9%

.65 - .85

40 - 50

30% - 34.9%

< .65

30 - 40

25% - 29.9%

40% +

20 - 30

20% - 24.9%

10 - 20

15% - 19.9%

P O U R E D I N P L AC E Poured in Place Rubber Surface R U B B E R S U R FAC E

Rubber R U B BMultch E R M U LT C H

Traction T R AC Mat T I O N M AT

Warning Strip W ARN ING STRIP

The Network

EExisting X I S TSidewalk I N G S I D E WA L K

Existing Sidewalk Surface

Poured in Place Rubber Surface (inset into existing sidewalk)

Netw

E DUC AT I O N 83.2” ARM REACH - M 78.8” ARM REACH - W

64.7” EYE LEVEL - M 59.6” EYE LEVEL - W

49.4”

A RM REACH

39.1”

E Y E LEVEL

32.2”

S HOLDER HEIGHT

17.2”

A RM LENGTH

21.0”

WAIST HEIGHT

11.6”

K NEE HEIGHT

54.6” SHOLDER HEIGHT - M 52.2” SHOLDER HEIGHT - W 28.6” ARM LENGTH - M 26.5” ARM LENGTH - W 36.9” WAIST HEIGHT - M 33.4” WAIST HEIGHT - W

19.5” KNEE HEIGHT - M 18.0” KNEE HEIGHT - W

C HILD (5 Y O 2.2 MPH EAR

LD )

A DU LT (50 3.1 MPH

Banking Interaction In order to fully capitalize on a child’s interaction at a bank the ground extends up to allow a child to interact at a teller window as well as being eye level with the other customers.

Seated interaction Creating a mediating surface between the scale of an adult and the scale of a child to allow for interaction to occur evenly at a seated position, as opposed to the current situation where one has to accommodate the other.

Standing Interaction This provides an opportunity for a child to interaction with an adult on the same level. In the restaurant intervention this is done through elevating the child to allow them to have direct visual access to the area where there food is prepared.

Child Size Doors Throughout the project the door heights have been manipulated to identify the project as a building scaled for children that starts the moment a child enters the building

6 7 8 Age of Child

6’

13 +

(70

IN )

(39

IN )

5’ 4’ 3’ 2’ 1’

Cooking Interaction Cooking Interaction Thisanintervention This intervention allows for a child adult to cookallows on thefor a child an adult to cook on the same level. The cabinets same level. The cabinets then become duel sided to allowthen become duel sided to allow accesscabinet to bothremains sides while the lowest cabinet remains access to both sides while the lowest to the adult for storage of more dangerous accessible to the adult for storageaccessible of more dangerous kitchen tools. kitchen tools.

Child Scale Mullions Child Scale Mullions Adjusting the mullions on the glazing Adjusting as tothe accommodate mullions onthe thescale glazing of aas to accommodate the scale of a child. Rather than a traditional mullion child. Rather height,than thisaallows traditional the child mullion to height, this allows the child to Shopping Interaction Shopping Interaction have a much more direct interaction havewith a much his or more herdirect environment. interaction with his or her environment. the grocery Within the grocery store the edgeWithin that defines the store the edge that defines the existing grocery existing grocery store and the new learning spacestore and the new learning space provides an opportunity for a child and a shopper to provides an opportunity for a child and a shopper to interact on the same level. interact on the same level.

Planting Interaction Planting Interaction Elevating the space in between the Elevating raised the bedsspace within in the between the raised beds within the green house allows for equal access green to house the planting allowsarea for equal for access to the planting area for both children and adults. Alternating both children this pattern and will adults. Alternating this pattern will allow all planting beds to have that allow same all planting accessibility. beds to have that same accessibility.

6 7 8 Age of Child

13 +

E duc at i o n

Network Frequency

N E T WO R K T R ATransition NSITION Network

The D

rface

Poured in Place Rubber Surface (inset into existing sidewalk)

N Network E T WO R K FFrequency REQUENCY

The Network

Existing Sidewalk Surface

Site Plan

Poured in Place Rubber Surface (inset into existing sidewalk)

1/8” = 1’ 4

E DUC AT I O N

The Decentralized School aa

1/16” = 1’ 8

128

1/4” = 1’ 2

(section aa) 1/8” = 1’

E DUC AT I O N

The Classroom

E DUC AT I O N

The Restaurant

The Bank

(existing plan)

(satellite location)

(existing plan)

(section aa)

(section bb)

(section aa) 1/8” = 1’

(section bb) 1/8” = 1’

The Community Garden

The Grocery Store

(existing plan)

(satellite location)

(section aa)

(satellite location)

(section bb) 1/8” = 1’ 4

1/8” = 1’ 4

F urn i t u r e

Tete-a-tete

Syracuse_New York Presented at SU Showcase 2011 Permanently installed at SUVisual and Performing Arts CoLAB

This chair was designed to foster an intimate interaction between two individuals. Rather than the two occupants facing the same direction, the tete-a-tete is an inward focusing chair and reinforces the interaction between two people. The backs of the chair were designed to provide a certain level of transparency that both conceal and reveal the interactions within. Its symmetry provides the ability for the chair to be occupied in either direction and fit the needs of the occupants by framing an interaction space. The chair is made out of a sustainable sheet material called e2e, made through a process of impregnating fibers with a soy resin and pressing them under heat, to create a sheet material stronger than normal plywood and completely biodegradable. The steel frame was tapped and threaded to provide a seamless connection between the e2e and the frame. The seat is created out of a corrugated form of the e2e and provides the connection between the two symmetrical backs.

F urn i t u r e

e2e 1/4â&#x20AC;? sheet material

e2e corrugated board

welded 1/8â&#x20AC;? steel

W or k S tat ion

Cylindricle

Syracuse_New York Designed and constructed in collaboration with Franklin Romero

The cylindricle was an experiment in re-conceptualizing the standard cubical workstation. Rather than containing a work environment within a given space we provided a revolving working station which not only allowed the freedom of mobility but also allowed for an adaptive work station to accommodate the 3 major working positions, sitting, standing, and reclining. The circular rails on either side are used to contain the folding surface in the middle that reveals the different working positions as the cylindricle rotates. The overall circular form is disrupted by 3 evenly spaced chamfers to denote each working position and provide stability during occupancy. In a workspace application this would provide the ultimate flexiblility and allow workers to move there workspace on a minute by minute basis to facliitate collaboration.

W or k S tat ion

Reclining

S ta n d i n g

Sitting