Jordan Tait Portfolio by Jordan Tait

J O R D A N

T A I T

P O R T F O L I O

Jordan Tait The New Jersey School of Architecture, NJIT Bachelorâ&#x20AC;&#x2122;s of Architecture 2012 jordan@jtait.com +1 917 833 6979 www.jtait.com

CONTENTS

Introduction

PROJECTS The Enjoy House

SD Studio/Team NJ, Richard Garber/2011

White Chapel Project

MABU Office/2013

The Icycle House

MABU Office/2009

Native Son, Immersion

Self/2011

Maozuizhen Transit Center China Studio, Richard Garber/2012

INTRODUCTION

This portfolio is serves as a repository for the works and ideas developed during the course of my studies and early professional career from the Fall of 2007 to present. The book is catalogues an array of PROJECTS whose desings were concept driven. The sum of my work has, at its best, tried to explore relevant cultural and urban phenomena, which I believe is the essence of good design practice. Through a concept-based approach, problems of space, function, and identity are understood in this relevant light and therefore granting their solutions credence. Inspired by peripheral discussions and cultural phenomenon, activated the broad brush stroke of projects in this book that, in spite of their many differences, strive to formulate around a common denominator: the inspired, but nondeterministic, search for architectural form. Out of preceding architectural models and modes of design there is a constantly evolving design process reacting to numerous personal, local, and global factors.Though inevitably incomplete, the works in this book are an attempt to define that ellusive process.

PROJECTS

THE ENJOY HOUSE Roll - Project Architect General Contractor: SKANSKA Structure/MEP: ARUP Curtain Wall Consultant: Heintges 2011 Single Family Residence Built Washington DC 960 sf AWARDS PCI Sustainable Design Award 2013

As team New Jersey’s entry to the 2011 Solar Decathlon, the eNJoy house is a prototype whose design suggests a new method of approaching highperformance energy-efficient housing and challenges tradition building techniques. Materials and strategic assemblies are exploited for their energy efficiency and life cycle cost. Thermal properties and convention currents are managed via concrete thermal mass and the undulating ceiling height. Mechanical, electrical, and plumbing systems are consolidated within a central core around which the house is organized. This parti allows for unobstructed travel throughout. The house is designed to be disassembled into modules sized for shipping, one of which contains the central core of prefabricated assembly and delivery. The roof’s inverted hip-shape, designed for a north-facing site, is calibrated for optimal solar and rainwater collection. Le Corbusier’s “machine for living in” is reconsidered and made more concise with the marriage of the qualitative and the quantitative as a design criterion. The vast majority of passive and active systems can corroborate with one another under one organizing function. No longerare there 5 points to architecture, but a field of complex and interrelated systems.

The Competition Brief: Like the Olympic decathlon, the U.S. Department of Energy Solar Decathlon consists of 10 contests. These contests are designed to gauge how well the houses perform and how livable and affordable they are. Each contest is worth a maximum of 100 points, for a competition total of 1,000 points. Teams can earn points three ways: task completion (teams complete household tasks such as cooking, washing dishes, and doing laundry), monitored performance (team houses perform to specified criteria, such as maintaining a comfortable indoor temperature range) and jury evalution (jurors who are experts in their field, such as architecture, engineering, and communications, award points for features that cannot be measured, such as aesthetics and design inspiration). Contests based on task completion or monitored performance are called measured contests; contests based on jury evaluation are call juried contests. Architecture Contest (juried) Market Appeal Contest (juried) Engineering Contest (juried) Communications Contest (juried) Affordability Contest (juried) Comfort Zone Contest (measured) Appliances Contest (measured) Home Life Contest (measured) Commuting Contest (measured) Energy Balance Contest (measured).

NEWARK, NJ Preliminary build Systems Configuration

+ + New Jersey/Washington D.C.

WASHINGTON, D.C.

MILLVILLE, NJ

Architecture Contest Market Appeal Contest Engineering Contest Communications Contest Affordability Contest Comfort Zone Contest Appliances Contes Home Life Contest Commuting Contest Energy Balance Contest

Fabrication Storage

Context

DECATHLETE WAY

N 1/A1.12

Site Plan

16'

Site Plan

DECATHLETE WAY

7 6 8 5 4

ENTRY

N 1/A1.11

Floor Plan

Floor Plan Key 1. Queu 2. Entry 3. Kitchen/Living 4. Bathroom 5. Bedroom 6. Closet/Laundry 7. Office 8. Exit 9. Lounge deck

16'

Buildable Envelope

T.O. Site Envelope El. +18’-0”

B.O. R07 El. +0’-18”

T.O. 1st Floor El. +0’-18” Team FL

1/A3.01

Team NJ

Building Section

Green Space

T.O. Site Envelope El. ±0’-0”

East/West Building Section

T.O. Site Envelope El. +18’-0”

Buildable Envelope

B.O. R07 El. +0’-18”

T.O. 1st Floor El. +0’-18” DECATHALETE

WAY Team NJ

1/A3.02

Team NJ

Team VA

T.O. Site Envelope El. ±0’-0”

Building Section

North/South Building Section

eQUEST analysis ENJOY HOUSE

TYPICAL HOUSE

Performance Diagrams

SPACE COOL

SPACE HEAT

HOT WATER

VENTS, FANS, PUMPS, + AUX

MISC. EQUIP.

AREA LIGHTS

Concrete Panels + Fenestration

Process Diagrams

9'-8 1/2"

12'-11 3/8"

2'-3 1/8"

03 45 00.A01 03 45 00.B04

11 3/4"

03 45 00.B02

Wall Section

Concrete Panel Assembly

Construction

3'-213 16"

3'-3161 "

3'-213 16"

3'-3161 "

9163 "

31 2"

RIGGING POINT

3 12'-116"

11'-7169 "

3 12'-116"

12'-411 16"

74°

11'-7169 "

RIGGING POINT

3'-213 16"

3'-3161 "

3'-213 16"

3'-3161 "

6'-57 8"

5'-25 8"

7" 5'-28

5'-27 8"

RIGGING POINT

2'-521"

RIGGING POINT

2'-521"

12'-411 16"

74°

3'-13 4"

3'-101 2"

3'-47 8" 1'

7 116"

3 5'-416"

1'-513 16"

7 1'-116"

51 4"

1'-67 8"

2'-45 8"

7" 10'-516

7 INSULATION STOP 1016"

7" 10'-516

6'-81 2"

12'-43 4"

15'-23 8"

15'-313 16"

15'-23 8"

15'-313 16"

14'-8 1 16"

5'-5"

RIGGING POINT

3 5'-416"

4'-97 8"

INSULATION STOP

3" 3"

3'-101 2"

3'-13 4"

3'-47 8"

6" 3"

3 5'-416"

9 416"

1" 98

15 SPA. @ 12" = 15'

22 '-1 "

11 " 0 '-1 16 14

33 4"

4" 4" 4"

10"

2" 213 16"

415 16"

6'-03 8"

4'-01 8"

3 30'-116"

9 28'-516"

3 3'-716"

4'-63" 8

3'-35 8"

IES

VARIES

VAR

22 SPACED @ 10" = 18' - 4"

7176"

19'-615 16"

REFER TO EDGE CONDITIONS FOR COLUMN REINFORCING

11 32'-316 "

32'-278"

REFER TO EDGE CONDITIONS FOR CONDUIT AND J-BOX PLACEMENT

12'-078"

11 3'-1016 "

6'-238"

1169 "

6'-613 16" 7'-8161 "

9'-0"

6'-613 16"

9'-0"

7'-8161 "

7'-8161 " 1G

3'-1167 "

9'-0"

7'-11167 "

9165 "

4'-0"

7'-434"

9'-0"

4" 3 4'-1078", 8'-616 "

12'-681", 8'-681"

6" x 12"

12'-0169 "

10" x 12" 5 3'-5", 4'-616 "

3'-921"

28'-6 "

9'-0"

3'-2165 "

9'-0"

7'-7"

3'-4"

COLUMN CONNECTION

9'-0"

7'-8161 "

9'-0"

6'-638"

1169 "

1" CONDUIT

1'-33 8"

32'-2167 "

28'-858", 6'-681" 7 23'-016 ", 5'-838"

10" x 12"

28'-638", 4'-721"

8" x 12"

5 17'-913 16", 4'-58"

8" x 12"

8" x 12" 1 19'-413 16", 2'-816" 5 21'-113 16", 2'-516"

10'-1141", 2'-478" 8" x 12" 6" x 12"

5 30'-316 ", 2'-313 16"

5 26'-616 ", 2'-413 16"

10" x 12"

6" x 12"

2'-5"

1" CONDUIT

#4 @ 6" O.C. BOTH WYTHES

7 9 14'-416 ", 4'-916 "

8" x 12"

6" x 12"

1" CONDUIT

1'-521"

3'-6 "

1 26'-1158", 8'-416 "

10" x 12"

8" x 12" 8" x 12"

9 1'-616 ", 2'-5"

WALL HYDRANT

12'-721", 4'-581"

1 6'-515 16", 4'-48"

1" CONDUIT

RIGGING POINT

6163 " 2G-GCFI 7 16

10" x 12" 5 19'-713 16", 6'-58"

10'-838", 6'-581"

10" x 12"

9'-841"

9'-81 4"

9 12'-016"

9'-841"

9'-81 4"

9'-841"

18 SPA. @ 6" O.C. = 9'-0"

1'-358", 5'-681"

1"CONDUIT

9 23'-381", 8'-516 "

10" x 12"

12'-0 9 16"

6" x 12"

1" CONDUIT

9'-841"

1" CONDUIT

9'-841"

1 2'-1015 16", 8'-48"

EXPOSED WIRING TO WP01

RIGGING POINT

1" CONDUIT

WALL HYDRANT

6'-613 16"

EXPOSED WIRING TO WP01

RIGGING POINT

7 8

9'-0"

2'-0169 "

#4 @ 6" O.C. BOTH WYTHES

1169 "

2'-2165 "

6'-0167 "

6'-613 16"

334"

3'-1015 16"

9'-0"

0,0

1'-6169 "

16'-1 7 16"

32'-4"

22'-103 8" 25'-27 8"

32'-4"

31'-27 8"

3" 6"

32'-2167 "

1'-0"

32'-4"

32'-2167 "

32'-4"

PEIKKO CASTING BOX

5'-41 4"

45 8"

8" 4" 42 SPA. @ 6" O.C. = 21'

5" 7"

6" 5" 7"

PEIKKO CASTING BOX

25 16"

NU-TIE

611 16"

21'-615 16"

105 °

6'-0"

3'-73 4"

6'-0"

3'-73 4"

4'-47 8"

3'-73 4"

3'-71 4"

11 2"

40 SPA. @ 6" O.C. = 20'

7 1'-416"

3 3'-116"

5'-111 2"

15'-31 8"

2'-07 8"

6'-7"

6'-4"

1"CONDUIT 1"CONDUIT

9 1'-516"

3'-101 2"

2'-51 2"

18'-815 16"

1'-105 8"

6" 3"

1'-111 2"

1'-71 2"

19'-83 8"

6" 1'

1'-105 8"

20'-13 4"

STUB THROUGH

105 °

1'-51 4" 1 2'-1016"

18'-815 16"

7 416"

21'-7" 1"CONDUIT

3 11 4"

4" STUB THROUGH

1 7 8"

21'-7" 7 416"

31 8"

105 °

2'-103 8"

3'-31 2" ACCOLADE/1G 3"

105 °

7 416"

6'-7"

7 1'-1116"

6'-7"

OUTDOOR SHOWER 6" 3"

45 8"

20'-913 16" 21'-113 8"

21'-113 8" 21'-7"

21'-411 16"

105 °

6'-107 8"

4'-47 8"

2'-811 16"

51 8" 1'-15 8"

9 1'-716"

7 1'-1116"

1'-515 16"

5 1'-816"

4'-71 8"

21'-113 8"

REFER TO EDGE CONDITION FOR CONDUIT AND J-BOX PLACEMENT

1"CONDUIT

1 816"

1'-6"

12'

21'-113 8"

1"CONDUIT

53 8"

NU-TIES

3'-31 2" 4'

REFER TO EDGE CONDITION FOR CONDUIT AND J-BOX PLACEMENT

11 2"

33 4"

STUB THROUGH

105 °

1" DIA. PEX

33 4"

1"CONDUIT

#4 @ 6" O.C. BOTH WYTHES

1'-411 16"

1'-8" 2'

#4 @ 6" O.C. BOTH WYTHES

6'-7"

7 1'-1116"

6'-7"

3'-31 2"

6'-3"

33 4"

RIGGING POINT

INSULATION

11 2"

STUB THROUGH

ACCOLADE

RIGGING POINT 33 4"

3'-91 2"

4'-71 8"

9 616"

12'

INSULATION STOP

32'-4"

5'-41 4"

9'-11 34", 9'-4 34" 5 12'-11 16 ", 8'-1 21"

6"x12"

8"x12"

3 9 4'-8 16 ", 9'-6 16 "

9'-3 41", 7'-3 38"

6' 26 SPA. @ 6" O.C. = 13'

26 SPA. @ 6" O.C. = 13'

1 616"

23'-7"

10'-3"

1'-31 2" 10'-3"

10'-3"

1'-2"

22'-1121"

6" 1'-0"

NU-TIE COLUMN CONNECTION

5167 "

2'-11169 "

2'-0"

4'-0"

10'-3"

2'-0"

3'-1"

6" 3" 1'-0"

521"

10'-3"

4" 51 2"

22'-1121"

1'-0"

1'-978" 3" 2'-2169 " 4'-0167 "

22'-1121"

STUB THROUGH

1'-0"

1G GCFI WALL HYDRANT

3" 3" 6"

21 2"

3" 3"

1'-0"

3" 6"

1'-0"

3" 6"

6" 3" 22'-1121"

1" CONDUIT

1'-5 "

PEIKKO COUPLER

22'-1121"

10" 1'-0"

9'-7"

3" 3"

1'-0"

9'-7"

1G-GCFI

2'-521"

WALL HYDRANT

21 2"

5" 10'-3"

2'-521"

PEIKKO COUPLER

4" 51 2"

2'-51 2"

1'-23 4" 1'-321"

22'-1121"

° 85

VARIES

11 6'-616 "

6'-621"

6'-315 16"

6'-334"

6'-181"

PEIKKO CASTING BOX COLUMN CONNECTION

22'-1121"

1121"

89°

9'-7"

#4 @ 6" O.C. BOTH WYTHES

1'-234"

2'-521"

2'-51 2"

2'-521"

2'-51 2"

6" 1'-0"

4" RIGGING POINT

2'-521"

1'-521"

6'-015 16"

VARIES

6'-041"

6'-0167 "

6'-3161 "

6'-341"

6'-6"

6'-513 16"

VARIES

4" 2'-51 2" 1'-101 2" 3"

STUB THROUGH INSULATION STOP

1'-2"

10'-3" 8" 89°

9'-7"

PIEKKO COUPLER IS 2 21" FROM CONCRETE FACE TYP.

4'-834"

13'-4"

RIGGING POINT

Ø 1"

1'-515 16"

8" 89°

NOTE: REFER TO EDGE CONDITION SHEETS FOR COLUMN REINFORCEMENT. TYP.

#4 @ 6" O.C. BOTH WYTHES

22'-7169 "

10'-3"

14'-13 8"

8" 1'-31 2"

22'-1121"

10'-513 16" 5'-55 8"

2'-71 2"

9'-65 8"

1'-31 2"

NOTE: REFER TO EDGE CONDITION SHEETS FOR COLUMN REINFORCEMENT. TYP.

4'-1034"

11'-813 16"

11 16"

10'-3"

1'-2" 10'-3"

3'-1 21", 5'-5 58"

5 4'-2 16 ", 3'-9 78"

5 6'-2 16 ", 2'-8 41"

VARIES

6'-8"

10'-3"

1'-2"

10"x12"

6"x12"

1' 23'-8"

89 ° ° 85

10"x12" 2'-6 38", 7'-3 58"

6"x12"

10"x12"

1'-0"

1'-2"

4'-10 34", 6'-1 41"

9'-65 8"

14'-13 8"

1 2

10'-3" 89 °

3 5'-7 16 ", 8'-2"

6"x12"

5'-103 8"

3 16"

6'-8"

10'-3"

11'-5 41", 3'-10 38"

3 11'-1016"

1' 14'-13 8" 23'-8"

89 °

3 11 " 7'-5 16 ", 4'-2 16

23'-7"

9'-65 8"

1'-31 2"

7 10'-4 16 ", 5'-9 21"

9'-511 16"

1 616"

3 16"

9'-615 16"

8"x12"

3 16"

1 1'-116"

6"x12"

5 7'-5 16 ", 7'-11 34"

8"x12"

1'-01 2"

10'-213 16"

10'-7"

#4 @ 6" O.C. BOTH WYTHES

4" PEIKKO

6"x12" 1 12'-2 16 ", 5'-4 58"

8"x12" #4 @ 6" O.C. BOTH WYTHES

1'-31 2"

2'-71 2"

10'-513 16"

6'-77 8"

10"x12"

#4 @ 6" O.C. BOTH WYTHES

31 4" 2" 4 SPA. @ 6" O.C. = 2'

4 SPA. @ 6" O.C. = 2'

1'-01 2"

2'-71 2"

3" 1'-111 2" 3"

31 2"

21 2"

EXPOSED WIRING CONNECTED INTO SINGLE GANG ON WP06

2'-71 2"

1'-111 2"

PEIKKO

10'-7"

10'-7" 3"

21 2"

EXPOSED WIRING CONNECTED INTO SINGLE GANG ON WP06

= 4' -

3 3'-716"

3 7'-816"

19'-515 16"

32'-278"

7" - 3" = 5'

IES

VAR

19'-615 16"

9'-0"

@ 7"

3'-11"

19'-515 16"

22'-1121"

0,0

6" 3"

3" 1'

5'-9 1 4"

2'-5 1 4"

3'-1 7 8"

IL CO

COIL RODS

3 31'-1016"

1'-41 2"

VARIES

7'-8161 "

@ 7"

8 SPACED

3'-4 1 4"

" 3'-0 5 8" 9'-6 3 4" 11'-4 1 16

3'-9 7 16 " DS RO

3 4"

NU TIES SPACED @ 6"

11" 4'-715 16"

81 4" 81 4"

#5 EF

3 4"

3'-8 3 16 " 12'8" 11'31 8" 3'-9 7 16 "

- 3" = 5' @ 7"

5'-9 1 4"

2'-5 1 4"

9 SPACED

9'-81 4"

3 30'-116" 3 31'-1016"

1 1'-016"

47 16"

1 3'-516"

4'-63" 8

9'-6 3 4" 11'-4 1 16

12'8"

3 4" 9'-81 4" 7'

CUT PEIKKO REBAR TO FIT IN PANEL.

RIGGING POINT 4'-715 16"

1 3'-516"

COIL

#5 EF 8" = 4' -

8 SPACED

2'-81 4"

41 4"

2'-2 5 16" 9'-81 4" 7'-515 16"

@ 7"

9'-81 4"

27'-313 16" 5 6'-916"

3'-511 16"

3" 5'-4 4

@ 6" O.C. BOTH WHYTHES

#4 @ 6" O.C. BOTH WYTHES

3'-93 4"

2'-3"

COIL RODS

5 2'-216"

3 4"

3" 5'-4 4

67 16"

9 28'-416" 27'-313 16"

2'-3"

RIGGING POINT

9 SPACED

6'-0 7 16"

RODS

9 28'-416"

5'-1013 16"

19 16"

RIGGING POINT

111 8"

1'-3"

11'31 8"

6'-0 7 16" 6'-03 8" 1'-3"

4 SPA. @ 6" O.C. = 2'-0"

1'-51 2"

2'-81 4"

4" 3"

1' INSULATION

1'-113 16"

EXPOSED WIRING CONNECTED INTO SINGLE GANG ON WP02

PEIKKO CASTING 91 4" BOX

3" 1'

5'-1013 16" 19 16"

7 6'-016"

3" 2'-11 4"

24 SPA. @ 12" = 24'

6'-03 8"

5'-1013 16"

9 116"

6'-6"

14'-415 16"

10"

33 4"

3'-3"

3'-313 16"

24 SPA. @ 12" = 24'

43 4" 1 616"

2" DIA. BOLT SLEEVE @ SHEAR WALL

6'-6"

14'-415 16"

10"

2"1"

4" 3"

2" DIA. BOLT SLEEVE @ SHIPLAP

2" DIA. BOLT SLEEVE @ SHEAR WALL

9 716"

2'-6"

4' 3"

4" 3"

1'-4"

1" 62

23 8"

2'-

3" 8'

33 4"

2'-

1 2"

4" 4" 4"

33 4"

3 2 4"

4' 2'

1" 98

3'-

5 " '-2 16 21

4' 2'

33 4"

1 10'-516"

5 816"

3 2 4"

29' -5 9 16

4'-77 8"

9" 1'-716

51 2" 6"

41 2"

3'-

9" 1'-716 4' 4'

4' 5 816"

OF RO N L TO TIO NE EC PA NN OF L CO RO NE PA 532 S-

10"

6'-578"

11 2'-216 "

31 2"

1'-578"

31 2"

77°

74°

PIEKKO CASTING BOX

1'-215 16"

1 716"

1'-215 16"

1'-101 4"

11 SPA. @ 6" O.C. = 5'-6161 "

534"

ACCOLADE

3" 6"

9" 4'-016

11" 416

18 SPA. @ 6" O.C. = 9'-0"

5'-278"

19 SPA. @ 6" O.C. =9'-6"

1" 1'-52

1" 2'-52

1'-0"

WALL TO FLOOR CASTING BOX

13 4"

6" 1"CONDUIT

921"

1'-23 4"

10"

NU-TIE

1" 34

334"

PEIKKO COUPLER

1" 112

1'-23 4"

2'-521"

1" 64

2'-521"

1" 34

4'-5167 "

6'-0" 7" 10'-516

INSULATION STOP

521"

5" 4"

10'-5167 " 10'-5167 "

3'-73 4"

STEEL PERFORATION ASSEMBLY

FOAM BLOCK 3 5'-716"

2'-23 4" 3"

15'-313 16"

15'-23 8"

10"x12" 11 78", 11'-1 13 16" 8"x12" 1'-9", 9'-10 34"

10"x12" 9 3'-9 16 ", 7'-1 34"

5 9'-1 16 ", 5'-7 58"

3 1'-2 13 16", 7'-6 16"

1 1'-6 15/16", 5'-3 16 "

6'-2"

10"x12"

2'-2"

#4 @ 6" O.C. BOTH WYTHES PEIKKO CASTING BOX

3' 811 16"

1 4'-516"

18 SPA. @ 6" O.C. = 8'-1113 16" 10'-5 1 16"

3' 9 816"

PEIKKO CASTING BOX

6" 3"

10"x12"

8"x12" FOAM

8"x12"

PEIKKO COUPLER

811 16"

7 7'-1", 9'-1 16 "

6"x12" FOAM

7 9'-8 16 ", 9'-6 34"

8"x12" FOAM

1011 16" 1 10'-516"

9'-11

3'-8 78", 11'-2 81"

12'-43 4"

15'-313 16"

15'-23 8" PEIKKO COUPLER

18 SPA. @ 6" O.C. = 9'

3 6'-9 13 16", 11'-6 4"

6"x12" FOAM

7 8"

6"x12" FOAM

11" PEIKKO COUPLER

#4 @ 6" O.C. BOTH WYTHES 5'-31 8" 7 816"

5 8",

15'-313 16"

7 1'-316" 111 16"

8'-6 58", 13'-4 13 16"

6"x12" FOAM 6"x12" FOAM 9'-8 58", 12'-10 41" 8'-

PIEKKO COUPLER IS 2 21" FROM CONCRETE FACE TYP.

7 116"

7 716"

1'-1"

1'-97 8"

43 4"

2'-45 8"

7 116"

15'-23 8"

3'-73 4"

12'-43 4"

53 4"

1'-9"

PIEKKO COUPLER IS 2 21" FROM CONCRETE FACE TYP.

#4 @ 6" O.C. BOTH WYTHES

1" 34

TYP.

PEIKKO COUPLER

1" 2'-12

1'-1113 16"

2'-121" 2'-521"

#4 @ 6" O.C. BOTH WYTHES 23 4" 3"

1" 22

1'-441" 1'-6163 "

4169 "

6'-578"

COUPLER

PEIKKO

6'-578"

1 616"

CASTING BOX

1'-23 4"

10"

1'-91 4"

PEIKKO

2'-2"

9 1'-116"

3'-2"

1'-91 2"

1'-521"

2' 41 16"

1'-1 9 16"

1'-101 4"

ACCOLADE

1'-91 2"

1"CONDUIT FIELD MEASURE WP07

10"

53 4"

11 SPA. @ 6" O.C. = 5'-6" 1'-101 4"

1"CONDUIT

FIELD MEASURE WP07 3"

NU-TIE 3 4

2'-4"

PIEKKO COUPLER IS 2 21" FROM CONCRETE FACE TYP.

1'-1"

NU-TIE

10"

#4 @ 6" O.C. BOTH WYTHES

5'-1081"

11 7'-516 "

3 12'-116"

3'-1181" 10'-71 4"

3 12'-116"

11 12'-416 "

2' 2'

7'-3"

8'-0"

12'-411 16"

12'-1 3 16"

12'-1163 "

4'-31 8"

334"

3 12'-116"

103 °

74°

6'-3161 "

21 2"

74°

9 5'-216"

4'-21 2"

1'-0 1 16"

5'-2 9 16"

0,0

WHITE CHAPEL PROJECT Roll - Junior Architect Structure: Sillman Associates MABU Design 2013 In-Progress Community Event + Art Center Long Branch, NJ 9,000 sf

The White Chapel Project is a 9,000 s.f. adaptive re-use project located on the coast of New Jersey. In producing a community evet and art cent, in the economic and ecological context of a postdisaster coastal community, the existing industrial-era warehouse complex must adhere to a different mode of property redevelopment which adapted to the new needs of resilience and community. This being the premise, ideas of economic and environmental sustainablity manifest themselves through innovation and imaginative building practices. Situated only one block from the Atlantic Ocean the project sits within an urban redevelopment zone as well as a FEMA flood zone. Straddling to vastly different contexts, burgeoning beach developments and urban decay, the White Chapel Project acts as a generator of future growth, linking these two disparate neighborhoods and creating a unified economic and spacial whole. The project scope includes the adaptive reuse of a 6-building complex of warehouses, into a unique multi-functional mix of community, arts, and entertainment uses, with a farmto-table restaurant and craft micro-brewery. Through a process of subtraction, the complex gains a new but familiar identity by utilizing waste streams for additions + alterations. In the demolition of the 3-story structure a total of 68,166 bricks and 243 virgin timber beams will have been repurposed back in to the project, creating a space unique to itâ&#x20AC;&#x2122;s urban context and instrumental in its revitalization.

REGIONAL CONTEXT - COASTAL NEW JERSEY

SITE LOCATION - LONG BRANCH, NEW JERSEY

DOUGLAS FIR BEAMS

MATERIAL SALVAGE EXISTING BUILDING

MATERIAL RE-DISTRIBUTIONS

AREA OF DEMOLITION

EXISTING BUILDING + PROPOSED AREA OF DEMOLITION

Ϯϰϯ

ϲϴ͕ϭϲϲ

BRICKS

A3.02

Roof Plan

A3.01

First Floor Plan

NTS

2/A4.01

East ElevaƟon

NTS

2/A4.02

West ElevaƟon

NTS

1/A5.01

North - South SecƟon (Courtyard)

NTS

1/A5.03

West - East SecƟon (Brewery + Restaurant)

NTS

EXISTING WAREHOUSE 1

EXISTING WAREHOUSE 2

EXISTING ROOFTOP

PROPOSED RESTAURANT

PROPOSED EVENT SPACE

PROPOSED ROOFTOP FARM

MASONRY RE-DISTRIBUTION

28%

MATERIAL: SALVAGED BRICK RE-USE: PERVIOUS PAVER SYSTEM NEW LOCATION: EXTERIOR COURTYARD

10%

MATERIAL: SALVAGED BRICK RE-USE: IN-FILL PATCHING OF LOAD-BEARING WALLS NEW LOCATION: ELEVATOR SHAFT + MISCELLANEOUS

62%

MATERIAL: SALVAGED BRICK RE-USE: EXTERIOR + INTERIOR LOAD-BEARING WALLS, DOUBLE WYTHE, NON-MODULAR BOND NEW LOCATION: COURTYARD + ENTRY + BREWERY

TIMBER RE-DISTRIBUTION MATERIAL: SALVAGED WOOD RE-USE: CANOPY AND FACADE SYSTEM NEW LOCATION: EAST EXTERIOR FACADE

MATERIAL: SALVAGED WOOD RE-USE: RAISED FLOOR SYSTEM NEW LOCATION: EVENT SPACE

MATERIAL: SALVAGED WOOD RE-USE: SKYLIGHT/ROOF STRUCTURE + CLADDING NEW LOCATION: EVENT SPACE

ICE-CYCLE HOUSE MABU Design Roll - Junior Architect 2009 Single Family Residence (Competition) Buffalo, NY 1,200 sf AWARDS AIA, There’s No Place Like Home, Honorable Mention 2009 Builder’s Choice and Custom Home Design Award 2013

The character of the Ice-Cycle House is contained within several modest architectural and economical moves, which are a reaction to the need for a modular system that responds to environmental and site specific needs. Two rectangular modules are sheared in opposite directions, a simple, creative geometric move to set up two distinct exterior spaces which lock it to its immediate surroundings and offering versatile spaces for rainwater catchment, deck, garden, etc. The roof and solar chimneys are part of a passive heating/ cooling system whose orientation and geometries respond to the prevailing winds and sun and whose positioning is related to the underlying program. The exterior cladding is a dually functioning two part system, coupled with the roof to harvest water and direct it to location where is can be collected as well as providing an additional thermal buffer, as needed for the intense Buffalo climate.

Site Location

Context

First floor plan

Basement plan

Section A6.2

Ice-cycle diagram

North elevation

South elevation

NATIVE SON, IMMERSION Roll - Architectural Designer + Construction Manager 2011 Interactive Installation Built New York, NY 3,500 sf

The Native Son fashion label sought out to design their presentation and set for F/W 2011 fashion week to be hosted by Ecco Domani. Kyle Fitzgibbons, the owner and designer of the Native Son label, designed his collection around a three-part theme of “The Train, the Track, and the Traveler”. The set was designed as three distinct platforms engaged by a projector screen and its subsequent entrance. The entrance comprised of an immersive 4-dimensional corridor that brought you in to the main exhibition space. Back projected on the corridor walls, the motion and creation of geometries reacted to a live microphone feed, allowing the user’s to interact with the installation whilst encouraging banter and ruckus.

5 8

Chelsea Piers Roadway Floor plan Key 1. Hair/makeup/prep 2. Cyclorama 3. Train 4. Track 5. Traveler 6. Bar 7. Enty/Exit 8. Immersion tunnel

MAOZUIZHEN TRANSIT CENTER Roll - Student Project 2012 Transit Center Academic project Maozuizhen, China 64,000 sf

As part of Chinaâ&#x20AC;&#x2122;s rapid leap from its largely agrarian society to a post-industrial culture the urgency for a new type of rapid urbanization is needed. The China Studio at NJIT, taught by Richard Garber, took this as a point of departure to design a master plan for the city of Maozuizhen, then distributing key institutional and culture projects to individuals. The following imagery and drawings represent the proposed Maozuizhen Intermodal Transit Center. The station is not a celebration of technological innovation, as were many station designs brought by the industrial revolution, but a celebration of travel and experience. The station will provide modes of transit including bus rapid-transit, bike travel, long distance bus travel, commercial train travel, and freight as well as opportunities for retail and restaurant at ground and track level. The new transit center will provide a ground level plaza that permeates from all directions, extending street life in to the stations underbelly. The solution of user experience is derived from a highly reactive and operative set of frameworks that identify each space vis-Ă -vis repetitive component and surface manipulation.

China

Maozuizhen, Xiantao, Hubei Province, China

BRT LINE 1 BRT LINE 2 BRT LINE 3 BRT LINE 3 CHR LINE BUS STOP

1600’ 1.6 Km

1. Elevate passenger and commercial tracks

2. Wrap tracks in program

3. Develope circulation for platform access and entry

4. Adjust program to circulation

5. Wrap tracks in â&#x20AC;&#x153;shedâ&#x20AC;?

FIRST FLOOR PLAN

0 TICKETING MAIN HALL BRT OFFICES CRT OFFICES BIKE RENTAL RETAIL BATHROOM STORAGE BUS QEUEING

1 2 3 4 5 6 7 8 9

N 57

10 11 10

11 MEZZANINE FLOOR PLAN WAITING AREA RETAIL

10 11

PLATFORM LEVEL FLOOR PLAN WAITING AREA RETAIL

10 11

N ROOF PLAN

ROOF PANELS

TRACK

STRUCTURE

GLAZING

TRACK LEVEL PARTITION WALLS

BEARING WALLS AND CIRCULATION

West Elevation

East Elevation

1. STRUCTURAL CONCRETE WALL WITH SELF COMPACTING ADMIXTURE, 25 CM THICK 2. CELLULAR GLASS INSULATION, 8CM THICK , SEALED + VAPOR PROOF 3. LIGHT GAUGE STEEL FRAMING 4. (2) 1.25 CM GYPSUM BOARD 5. EXTRUDED POLYSTYRENE RIGID INSULATION 6. #8 REINFORCING REBAR 7. #4 REINFORCING REBAR 8. DAMPPROOFING 9. POLISHED CONCRETE SCREED 10. STEEL DECKING 11. HOT BITUMEN FLOOD COATING 12. TWO-PLY WATER PROOFING 13. STRUCTURAL STEEL SPACE FRAME 14. DROP CEILING 15. WAFFLE SLAB 16. ALUMINUM MULLION 17. STRUCTURAL STEEL W - SECTION 18. STRUCTURAL STEEL C - SECTION 19. RECESSED GUTTER 20. METAL TRIM 21. GUTTER FLANGE 22. CONCRETE BEAM 23. 30 CM TWO - WAY SLAB 24. SLAB ON GRADE 25. DOUBLE GLAZED CURTAIN WALL

21 20 19 18 17 16 25

13 12 11 10

9 7 6 22

5 15

1 2 3

23 9

5 14

9 5 8 23

Typical Wall Section

132.15°

138.10°

2.8 4

3.43

114 .83 °

138.84°

140.30°

3.21

4.05

6 2.5

3 1.9

5.17

10 1.9 7°

° .72 110 5.32

5.49

138.97 ° 1.0 4

4.82

84 .13 °

1.37

3.86

0.73

2.2 9

3 1.0

8 1.5

1.23

4.99

0.8 8

108 .82°

4.98

2.5 7

101. 29°

111.87°

107.09° 4.3 5

34 3.

3. 25

0 4.3

100.00 °

6 5.2

0 5.1

4.85

0 6.2

9° 55.0 7. 61

4 2.8

6 5.0

6.4

1 2.6

2.22

65 2.

1.25

5.3 0

° .36 70

81.9 4°

5.17

104.95 °

64° 100.

3.67

5.32

4.85

9° 51.8 8. 01

° .32 91

123.18°

2.3 6

3.3

4.81

124.22° 1.33

1. 14

3.62

2.27 4.85

4.85

1.25

4.34

2.6 4

0 3.0

° .50 77 5.14

124.32° 2.9 5 0 2.7

1.37

6 5.0

1.29

5 3.7

2.5

Column Catalogue

4° 112.6

104.95 °

1.35

21.39° 29.58°

84 .13 ° 4.98