N.Tseten - Design Portfolio by ngawang tseten

NGAWANG TSETEN ARCH.TSETEN@GMAIL.COM 347.891.9639

SELECTED WORKS: CHARTER SCHOOL:

TRUXTON STREET

NEW LOTS AVENUE

APARTMENT BUILDING:

ARCHER AVENUE

WEST STREET

TECH HUB

SOLAR DECATHLON

RESIDENTIAL:

ACADEMIC: 12

TRUXTON STREET

39 TRUXTON ST, BROOKLYN, NY, 11233 TYPE: CHARTER SCHOOL GROSS AREA: 63,241.09 SF NEW BUILDING — DOB APPROVED COMPLETION DATE: ON GOING RENDER BY OTHERS 1

THIS PROJECT WAS UNIQUE DUE TO “E” DESIGNATION SET IN PLACE BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). THE SITE HAD A EXTRAPOLATED MINIMUM OF 31 OITC RATING. MATERIALS SUCH AS KAWALL AND SOLERA WALL WERE CONSIDERED AND STUDIED; HOWEVER, THEY DID NOT MEET THE MINIMUM 31 OITC RATING. ULTIMATELY A HIGH PERFORMANCE GLAZING WAS SELECTED TO ACHIEVE APPROVALS.

1.8

3.6

4.6

A-502.01

A-301.01

SCUPPER 8' - 3"

DOWNSPOUT

5' - 0"

3' - 9"

6' - 4"

10' - 3"

5' - 0"

3' - 9"

6' - 4"

10' - 4"

5' - 0"

3' - 9"

6' - 4"

GYM ROOF PAVEMENT FINISH 169' - 6 3/4" TOP OF GYM ROOF STRUCTURE 168' - 6 3/4"

8' - 8"

8' - 6"

ELEVATOR ROOF 174' - 6 3/4"

W01A

5' - 2"

W02

W01B

W02

W01A

STAIR BULKHEAD 162' - 10"

2' - 0"

W02

19' - 6"

9' - 0"

ROOF FINISH 153' - 6 3/4"

Ke Iss

A-301.01

A-505.01

THE SITE IS ON A CORNER LOT OF A NON-ORTHOGONAL STREET INTERSECTION WITH THREE STREET EXPOSURE OF VARYING LENGTHS. A DESIGN VOCABULARY FOR THE FACADE HAD TO BE PROPOSED SO THAT IT COULD BE SCALED TO FIT ALL THREE EXPOSURES; AND IN ADDITION, THE VOCABULARY HAD TO REINFORCE A LIGHT PRESENCE TO AVERT ATTENTION FROM THE HEAVY MASS. A PANEL SYSTEM WAS USED TO CREATE A PAUSE IN THE BRICK. THE BREAKS BETWEEN THE PANELS WERE SPACED TO BE AT THE HUMAN SCALE—RANGE OF FOUR TO SIX FEET; AND BY DOING THIS, WE MADE THE FACADE MORE FAMILIAR TO PEDESTRIANS.

1.8

3.6

4.6

5.5

6.2

7.3

7.5

7.9

6 A-502.01 SCUPPER

GYM ROOF PAVEMENT ELEVATORFINISH ROOF 169' 174' -- 6 6 3/4" 3/4" TOP OF GYM ROOF STRUCTURE 168' - 6 3/4"

10' HIGH CHAIN LINK FENCE—TYP

MP W01A

W02

W01B

5' - 5 5/8"2' - 9 1/8"

W09 73' - 9 5/8" 5' - 4"

3' - 0"

STAIR BULKHEAD 162' - 10"

6' - 10"

9' - 3 1/4"

W02

15' - 0"

6' - 8 3/4"

6' - 0"

DOWNSPOUT

W01B

5' - 0"

19' - 0"

W02

W01B

4' - 11 3/8"

19' - 0"

W02

2' - 2 1/4"

15' - 9 3/4"

W01B

W02

W01B

15' - 0"

9' - 0"

W02

TOP OF ROOF STRUCTURE 152' - 6 3/4"

5' - 5 5/8"

W02

W01A

W02

2' - 0"

2' - 0" 5' - 0"

3' - 8"

6' - 4"

2' - 0"

W10 W02

W02

W01B

W02

W01B

60' - 0"

6' - 4"

W01B

60' - 0" PROPOSED BASE HEIGHT

W01A

15' - 0"

W02

15' - 0"

W01A

63' - 4"

W02

9' - 0"

44' - 0"

W10 W01A

2' - 4"

6' - 0"

W02

9' - 0"

W02

9' - 0"

60' - 0"

4' - 4" 2' - 0" 5' - 0"

9' - 0"

3' - 0"

W01A

W01B 75' - 0" MAX. PROPOSED BUILDING HEIGHT

19' - 8"

2' - 0" 4' - 0"

ROOF FINISH 153' - 6 3/4"

W10 W01B

6' - 0"

W02

4TH FLOOR 138' - 6 3/4"

3RD FLOOR 123' - 6 3/4"

3' - 0"

4' - 0"

6' - 4"

9' - 0"

5' - 0"

W04 4' - 0"

W05

6' - 4"

EN01 72"

W04

W05

W04

15' - 0"

5' - 0"

10' HIGH CHAIN LINK FENCE—TYP

W05

2' - 8"

6' - 0"

W04

2ND FLOOR 108' - 6 3/4"

BASEPLANE 93' - 6 3/4"

2' - 8"

W05

8' - 0"

3' - 4"

3' - 0"

SF01

1ST FLOOR 93.57

Do Co fie C

ENTRANCE—TOP OF STRUCTURE 92' - 10 3/4"

(5) BICYCLE PARKING PROPOSED

FOUNDATION BRICK SHELF 92' - 6 7/8" FOUNDATION BRICK SHELF 92' - 6 7/8"

RESPONSIBILITIES: SD, DD, CD & CA

SOUTH ELEVATION 1/8" = 1'-0"

SOUTH ELEVATION — TRUXTON ST:

BASEPLANE CALCULATION FOR EASTERN PARKWAY: 93.42+93.57+93.54+93.68+93.80+94.29 = 562.3/6 = 93.72 BASEPLANE CALCULATION FOR TRUXTON STREET: 93.82+93.68+93.52+93.44+93.36 = 467.82/5 = 93.56

FOUNDATION BRICK SHELF 92' - 6 7/8"

02 10' HIGH CHAIN LINK FENCE

S.S. DOWEL W/ SEALANT THOUGH FLASHING CONT. PRESSURE TREATED WOOD BLOCKING 2" PC ALUMINUM COPING CONT. PRESSURE TREATED WOOD BLOCKING ELASTOMERIC SEALEANT BELOW DRIP EDGE(TYP.) WEEP HOLE (TYP.)

SEALED ANCHOR WEEP SCREED

INVERTED ROOF MEMBRANE ASSEMBLY

1/2" ANCHOR BOLT @ 1' O.C. MAX. (COUNTERSUNK) SEAL ALL PENTRATOPMS THRU VAPOR BARRIER WITH RUBBERIZED ASPHALT MASTIC(TYP.) STUCCO ASSEMBLY MATCH LINE 125' - 0" PROPERTY LINE 125.00'

CMU GROUTED 1

FLASHING WITH TERMINATION BAR MORTAR NET

1.8

STRUCTURAL STEEL ANGLE

25' - 7"

6' - 4"

1EX03 48"

UNOCCUPIED SPACE

6 FT TALL FENCE 3' - 8"

EN-112.01 A-311.01

2 A-201.01

124' - 10"

5' - 0"

W04

4.6

5 1

10' - 4"

6' - 4"

W05

3' - 8"

5' - 0"

W04

10' - 4"

6' - 4"

AD.

W05

3' - 8"

5' - 0"

W04

13' - 0"

5' - 0"

W05

4' - 0"

6' - 4"

W05

5' - 0" PROPERTY LINE 5.00'

TOP OF ROOF STRUCTURE 152' - 6 3/4"

CONTINUOUS AIR AND VAPOR BARRIER

10' - 0"

ROOF FINISH 153' - 6 3/4"

5' - 3"

7.3 1 / A-103.01

W04

A1 2 A-502.01

6' - 0"

30' - 0 3/8"

108 E

F 2

2' - 2"

G 1

G 2 F 2

MEN'S RM 210 SF

18' - 5 3/4" FD.

110

WOMEN'S RM 210 SF

49' - 4 1/4"

8' - 9 1/4"

2' - 5 1/8"

104A 36" 2' - 1"

4' - 4"

F 2

9' - 11 1/2"

C1 2

7' - 0"

109 E

OFFICE 1085 SF

'15

7' - 7"

W04

6' - 4"

C1 2

EN02 72"

10' - 9 1/2"

ADA COMPLIANT WALK OFF MAT

ELEVATOR

SECURITY 129 SF

STAIR A

W04 6'

7' - 8"

1' - 6 1/8"

W05

- 0"

7 7/8"

10' - 2 3/8"

EN01 72"

'59

5' - 0"

W04 4' - 0"

W05

6' - 4"

9' - 0"

5' - 0"

33' - 1 3/4"

/4"

1 .0 03 A-2

93.59

W04 4' - 0"

/4"

EXISTING DROPPED CURB TO BE REMOVED

AD.

W05 6' - 0"

SECURITY WINDOW (6'X3') 3' AFF

1' - 10 1/8"

W05

R 6'

13' - 3 3/4"

102

101 VESTIBULE 143 SF

8' - 0"

C1 2

LOBBY 470 SF

W04

24' - 2 1/2"

22' - 11 1/4"

28' - 10 5/8"

28' - 4 1/2"

6' - 4"

EXISTING TREE TO REMAIN

103

2' - 0"

F 2

B.6

2 A-503.01

1' - 8 1/2"

12' - 7 7/8"

ADMIN 1817 SF

35' - 10 5/8"

5' - 0"

104 E

W05

B.8

F 2

3' - 8"

STAIR C

" 1/8

STRUCTURAL COLUMN FIREPROOFED WITH SPRAY ON MATERIAL—TYP

25' - 8 3/4"

EXISTING TREE TO REMAIN

AD.

1SC 42"

W08

109A 36"

11' - 3 5/8"

6' - 4"

F 2

H 1

1SA 42"

F 2

'21

110 36"

F 2

47' - 4 1/2"

7' - 0"

1' - 6"

111 36"

F 2

7' - 0"

G 2

18' - 5 3/4" FD.

111 1' - 6"

5' - 6"

57 SF

F 2

01 A-551.00

F 2

BATHROOM

15' - 6 5/8"

FD.

10' - 4 1/2"

24' - 5 1/8"

5' - 6"

10' - 4 1/8"

G 1

25' - 6 3/4"

8' - 6 1/8"

JAN.

1EX01 60"

3' - 5 1/4"

F 2

9' - 4 7/8"

B 19' - 7"

F 2

STORAGE

H 1

32' - 11 1/4"

4' - 8 1/8"

G 2

8' - 2 1/8"

108 36"

54' - 3 3/4"

G 2

117 36"

11' - 7 7/8"

F 2

11' - 7 7/8"

2' - 2"

57 SF

112 36"

9' - 8"

G 2 8' - 4 3/4"

21' - 3 3/4"

F 2

116 36"

4' - 8 1/8"

2' - 0 3/8"

113 36"

18' - 11 1/4"

32' - 11 1/4"

MECH

1' - 6 7/8"

7' - 9 1/8"

F 2

107 36"

BATHROOM

7' - 0 5/8"

3' - 8"

115 36"

7' - 1"

F 2

106 36"

" 7/8

25' - 11 1/4"

114 36"

W04

20' - 3 3/8"

F 2

F NURSING RM 2

F 2

5' - 4 3/8"

7' - 0"

1C04 CORRIDOR 788 SF

6' - 4"

DIAPER CHANGING STATION

12 A-551.00

F 2

W05

F 2

105 36"

7' - 0"

F 2

1SBA 42"

A6 A-202.01

3 A-310.01

3' - 1"

1C04A 36"

MUSIC CLASSRM#4 1059 SF 42

27' - 3 3/8"

7' - 0"

2' - 4 7/8" 4' - 8 3/4" 5' - 0"

105' - 0" PROPERTY LINE 105.00'

F 2

W05

95' - 0"

A-300.01

B.6

5' - 0"

STRUCTURAL COLUMN FIREPROOFED WITH SPRAY ON MATERIAL—TYP

F 2

9' - 8"

MOTHER GASTON BLVD.

CLASS RM #3 800 SF

26' - 8"

METAL PANEL

107 E

EXTRUDED HANGER

26' - 8"

1SBB 42"

1'-5"

104B 36"

SHALLOW CANOPY DRAIN

CLASS RM #2 800 SF

6' - 10 7/8"

39' - 0 5/8"

A-205.01

5/8" EXP GYP EXTERIOR SHEATHING

106 E

26' - 8"

10' - 11 3/8"

3RD FLOOR 123' - 6 3/4"

30' - 0 3/8"

CLASS RM #1 797 SF

2' - 3 1/8" 3' - 0"

W05

STAIR B

STEEL ANGLE - SEE STRUCTURAL DWGS. PAINT ANGLE TO MATCH BRICK WHERE EXPOSED

20' - 0"

25' - 10 3/8"

105 E

OCCUPANCY IS NOT SIMULTANEOUS FOR TOILET FIXTURE COUNTS. 20' - 3"

6' - 0"

METAL SILL

F 2

3" MINERA WOOL INSULATION R-8.5 MIN

PLAY AREA 1842 SF

3" MINERA WOOL INSULATION R-8.5 MIN

ER ST

N TE

ON SI

17'-0" 6'-11"

6' - 4"

21'-3 5/8"

15'-8 3/4"

8'-2 3/4"

2 89' - 7 3/8"

02 A-501.01

A-204.01

6.2

7.3

90' - 9 1/2" PROPERTY LINE 90.79'

EXISTING TREE TO REMAIN

EXISTING TRAFFIC SIGN—TYPICAL

TRUXTON AVE

1ST FLOOR 93.57

ENTRANCE—TOP OF STRUCTURE 92' - 10 3/4"

WALL SECTION AT ENTRANCE:

TEMPERED GLASS DOOR FLASHING UNDER THE DOOR THRESHOLD SPLIT SLAB OR SANDWICH SLAB CANT STRIP CONTROL JOINT 2" RIGID INSUATION MIN. R-10

1.8

3.6

4.6

4 1

A-301.01

GROUND FLOOR PLAN: 1

1ST FLOOR—PART A 3/16" = 1'-0"

3' - 6"

RAIN SCREEN PANEL

ALUMINUM COVER

5.5

NEW LOTS AVE

556 NEW LOTS AVENUE, BROOKLYN, NY, 11207 TYPE: CHARTER SCHOOL GROSS AREA: 60,257 SF NEW BUILDING — DOB APPROVED COMPLETION DATE: ON GOING THE SITE IS LOCATED ON A CORNER ZONING LOT. THE BASE BUILDING HEIGHT IS SIXTY FEET AND THE MAX BUILDING HEIGHT IS HUNDRED-AND-TWO FEET AND EIGHT INCH. THE STARK DIFFERENCE, OF ROUGHLY, TWENTY-SEVEN FEET CREATED A STACKING EFFECT—GEOMETRY “A” AND “B” (SEE RIGHT) WERE COMPETING FOR DOMINANCE. THE STAKING VOLUMES DUE TO THE TWENTY FEET ZONING SETBACK AFTER THE BUILDING-BASE-HEIGHT DID NOT ALLOW THE TYPICAL FLOOR ELEMENTS,—BATHROOM AND CIRCULATION, TO BE APPLIED TO THE UPPER LEVELS. ON THOSE LEVEL, THE CIRCULATION AND ROOMS HAD TO BE REIMAGINED. THE BIGGEST PROGRAMMATIC VOLUME,—THE GYM, WORKED BETTER ON THE REDUCED FOOTPRINT. BY PLACING THE GYM ON THE TOP LEVEL, WE WERE ABLE TO MINIMIZE THE STRUCTURAL BEAMS SPANNING THE GYM. THE DESIGN STANDARD OF 60:30:10 RATIO WAS USED IN THE MATERIAL BOUNDARIES/AREAS. THIS ALLOWED THE BUILDING’S LARGE GEOMETRIC MASS THAT CONFLICT WITH ONE ANOTHER TO HARMONIZE INTO A SINGULAR UNIFIED DESIGN STATEMENT.

RESPONSIBILITIES: SD, DD & CD

RENDER BY OTHERS

CHARTER SC 1

1.7

2.3

2.7

108' - 4 3/4" PROPERTY LINE (108.4 FT)

3.4

3.8

556 NEW LOTS A BROOKLYN, NY 1

Owner:

1 A-202.00

ADJACENT BUILDING

SOLY D. BAW

ADJACENT BUILDING

A-301.00

CHEYENNE REALTY LLC 15 OCEAN AVE, 2ND FL BROOKLYN, NY 11225

17' - 4 5/8" PL. TO CURB

OFFICE

71.74 SF

1 F1 2

6' - 5 1/8"

115 36"

F1 2

9' - 0 5/8"

114 36"

F 2

F1 2

11' - 1 5/8"

51' - 11 1/4"

24.78

1C01 CORRIDOR

31' - 1 7/8"

1ST VESTIBULE

7' - 0"

15' - 7 5/8"

106 IT SERVER RM 75.68 SF

3' - 2 1/2"

203.00 SF

104 MEN'S RM 109.06 SF

104 36"

101A NURSES STATION 9

8' - 2"

107 36"

101B 36" 6' - 9"

110

CLASS RM. K-4

623.17 SF

6' - 0"

19' - 5 1/2"

Architect:

885.19 SF

3' - 2 7/8"

108B 36" CL

CONFERENCE RM 264.24 SF

3 24.78

6' - 2 1/8"

22' - 0 1/4"

13' - 11 5/8"

27' - 10 1/2"

W33

7'-11"

17' - 6 1/8" PL. TO CURB

5'-0"

3'-4"

5'-0"

EB 2

24.78 3'-6"

4'-10"

9'-1"

W49

Structural Engineer:

STRUCTURAL TECHNOLOGIE 40-12 28TH STR LONG ISLAND

W33

W27 5'-0"

3'-5"

5'-0"

31' - 1 7/8"

W27 3'-3"

MEP Engineer:

A&D ENGINEE 2313 E 65T STR 2606 E 15TH ST NY 11235 - MAI Expediter:

7' - 6 1/8"

CORE CONSUL 254 36TH STRE BROOKLYN, NY

Interior Designer:

8 5/8"

EN05 36"

W27

IMC ARCHITEC 254 36TH STRE BROOKLYN, NY

5' - 11 1/2"

12' - 0"

5' - 0"

7' - 0"

5' - 7 1/4"

799.09 SF

109A PRE-K

100' - 0" PROPERTY LINE (100.0 FT)

W52

8' - 0"

5' - 0"

109B 36" CL

7' - 0"

108A PRE-K

102A 36"

103

REVIEW

5' - 0"

103 36"

W27

DOB RE

10.13.22

Revisions:

31' - 3 3/8"

156.78 SF

37' - 1 1/8"

11' - 2 3/8"

3' - 2 7/8"

102A STAFF LOUNGE

15' - 7 5/8"

ENERGY

09.07.22

A-201.00 14' - 0"

W33

ENERGY

08.29.22

W52

28' - 6 1/2"

W27

08.15.22

31' - 1 7/8"

109A 36"

7' - 2 3/8"

5' - 0"

102B 36"

EXISTING WALL 0.2' NO.

7' - 0"

101BBATHROOM E 51.96 SF 8' - 0"

102BBATHROOM E 53.96 SF

DOB RE

EXISTING PLANTER ON ADJACENT PROPERTY

35' - 9 7/8"

6' - 9"

35' - 2 3/4"

5' - 8 1/4"

EB 2

5' - 9 3/4"

5' - 0"

A-300.00

W49

F 2

108A 36"

W27

DOB RE

07.14.22

1" BUILDING SEPARATION FOR SEISMIC REQ. PER TPPN # 2/96: 1" PER 50" HEIGHT. PROPOSED PROPERTY WALL HEIGHT: 15 FT PROPOSED SEPARATION:5"

92' - 0"

107 WOMEN'S RM 102.37 SF

F 2

DOB SU

12.06.21

F 2

110 36"

2' - 0"

58' - 4 3/8"

5' - 0"

14' - 6"

92' - 0"

W33

854.76 SF

111 36"

11' - 6 5/8"

3' - 2 1/2"

9' - 5"

H1 2

101A 36"

MAIN OFFICE

582.42 SF

11.01.21

W52 106 36"

14' - 0"

24.78

E 7' - 6 5/8"

7' - 6 5/8"

10' - 0 1/4"

105 JAN. 69.47 SF

14' - 6 1/8"

100

CLASS RM. K-4

DESCRI

DATE

8' - 3 1/2"

10' - 1 3/8"

9' - 2 3/8"

105 36"

A-200.00

7" EXISTING TREE TO REMAIN

111

20' - 0"

W27

21' - 4 5/8"

100 36"

F 2 9' - 5 3/8"

5' - 0"

NEW LOTS AVENUE 70 FT NARROW

5' - 10"

100' - 0" PROPERTY LINE (100.0 FT)

5' - 11 5/8"

17' - 6 5/8"

NUMBER

8' - 5 7/8"

FIRE COMMAND STATION

W49

18' - 9 5/8"

EN01 72"

5' - 0"

EN03 72"

17' - 6 1/4"

17' - 6 1/8"

WALK-OFF MAT

18' - 2 1/8"

A.3

3096799 B006216

Key Plan: Issued: 1SB1 42"

25' - 2 3/8"

ADJACENT BUILDING

25' - 6"

EN02 72"

#: #:

1CSB STAIR B

12' - 9 1/8"

IT ROOM

F 2 116 36"

LOT: 1

NYC BIN NYC DOB

114

7' - 0"

EN04 72"

F1 2

2 A-501.00

2' - 4 7/8"

25' - 4"

F1 2

F 2

115

B 3

3' - 0"

1SB2 36"

G 2

1SA1 42"

F1 2

B 3

C 2

50' - 7 1/2"

ADJACENT BUILDING

117 36"

10' - 2"

ELEVATOR

F 2

24.78

4' - 10 1/2"

12' - 9 1/8"

101.67 SF

117

OFFICE

1CSA STAIR A

F 2

4' - 10 1/2"

126.33 SF

118 36"

A.2

23' - 2 1/2"

SECURITY OFFICE

1 A-302.00

1SA2 36"

BLOCK:4305

100' - 3 3/4"

3' - 0"

EA 2

8' - 0"

9' - 4 7/8"

118

2' - 3"

6" EXISTING TREE TO REMAIN

12' - 9 1/8"

5' - 11 1/8"

7 A-553.00

(5) CYCLE PARKING SPACE PROPOSED 41' - 3 3/8"

12' - 9 1/8"

2 A-500.00

5'-0"

W33

W27 9'-4"

5'-0"

3'-4"

5'-0"

W27 4'-8"

5'-0"

6'-7"

99' - 4 3/4"

20' - 3 3/8"

A-203.00

Do Not Scale Plans Contractor to promptly notify Architect field conditions and existing conditions

PL. TO CURB

20' - 3 3/8"

PL. TO CURB

1ST FLOO 5" EXISTING TREE TO REMAIN 107' - 4 3/4" PROPERTY LINE (107.4 FT)

GROUND FLOOR PLAN: 1ST FLOOR 1

3/16" = 1'-0"

VAN SICLEN AVENUE 100FT WIDE

EXISTING BICYCLE RACK

PROPOSED TREE TO REMAIN

SEAL & SIGNATURE:

ARCHER AVENUE 48" PARAPET 48" PARAPET

10' - 0"

PROPOSED BUILDING 10' - 0" 221' - 0" 10' - 0" 10' - 0" HEIGHT 10' - 0"

10' - 0"

10' - 0" 10' - 0"

10' - 0"

8' - 0" 10' - 0" 11' - 0"

10' - 0"

18' - 0"

10' - 0"18' - 0" 8' - 0" 11' - 0"

10' - 0"

48" PARAPET 48" PARAPET

10' - 0"

BULKHEAD BULKHEAD 275.42 275.42

10' - 0"

ELEV. MAC ELEV.RM MAC RM 283.42 283.42

10' - 0"

EMR BULKHEAD EMR BULKHEAD 293.42 293.42

48" PARAPET 48" PARAPET

VESTIBULE VESTIBULE

W1 W1

W1W1

W1 W1

9' - 9 1/2"

9' - 6"

20TH FLOOR 20TH FLOOR 254.42 254.42

9' - 9 1/2"

ROOF ROOF 265.42 265.42

9' - 6"

19TH FLOOR 19TH FLOOR 244.42 244.42

9' - 6"

18TH FLOOR 18TH FLOOR 234.42 234.42

9' - 6"

17TH FLOOR 17TH FLOOR 224.42 224.42

9' - 6"

147-27 ARCHER AVENUE, BROOKLYN, NY, 11207 TYPE: MIXED USE APARTMENT BUILDING GROSS AREA: 270,195 SF NEW BUILDING — DOB APPROVAL PENDING

9' - 6"

16TH FLOOR 16TH FLOOR 214.42 214.42

9' - 6"

15TH FLOOR 15TH FLOOR 204.42 204.42

9' - 6"

14TH FLOOR 14TH FLOOR 194.42 194.42

9' - 6"

13TH FLOOR 13TH FLOOR 184.42 184.42

9TH FLOOR 9TH FLOOR 144.42 144.42

THE FACADE IS MADE UP OF BRICK. THE ZONING LOT HAS AN ENVIRONMENTAL RESTRICTION ESTABLISHED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). THE WINDOWS ARE REQUIRED TO MEET A MINIMUM BE OITC RATING OF THIRTY-FIVE.

9' - 6"

9' - 6" 9' - 6" 9' - 6" 9' - 6"

9' - 6"

8TH FLOOR 8TH FLOOR 134.42 134.42

9' - 6"

6TH FLOOR 6TH FLOOR 114.42 114.42

300

9' - 6"

9' - 6" 9' - 6"

YOGA ROOM YOGA ROOM

9' - 6"

4TH FLOOR 4TH FLOOR 94.42 94.42 9' - 6"

3RD FLOOR 3RDROOF FLOOR ROOF TERRACE ACCESSIBLE BY TERRACE ACCESSIBLE BY TENANTS. SEE FLOOR TENANTS. SEE FLOOR PLAN FOR BALANCE. PLAN FOR BALANCE.

CIRCULATION CIRCULATION

9' - 6"

5TH FLOOR 5TH FLOOR 104.42 104.42

9' - 6"

7TH FLOOR 7TH FLOOR 124.42 124.42

19' - 0"

PARKINGPARKING GARAGEGARAGE

19' - 0"

VESTIBULE VESTIBULE

19' - 4"

20' - 0"

PARKINGPARKING GARAGEGARAGE

19' - 4"

3RD FLOOR 3RD FLOOR 84.42 84.42

20' - 0"

2ND FLOOR 2ND FLOOR 64.42 64.42

20' - 0"

THIS PROJECT WAS AN ENJOYABLE EXPERIENCE. AFTER YEARS OF WORKING ON THE APARTMENT TYPOLOGY—IT WAS A TESTING GROUND FOR ME AND MY TEAMMATE ON EXECUTING WHAT WE LEARNED. WE WERE ABLE TO DISTRIBUTE THE WORK AS NEEDED FOR THE PROJECT ARCHITECT. COMMUNICATION FLOWED SMOOTHLY AND WE WERE ABLE TO DELIVER ON VERY TIGHT DEADLINE.

9' - 6"

10TH FLOOR 10TH FLOOR 154.42 154.42

9' - 6"

11TH FLOOR 11TH FLOOR 164' - 5"164' - 5"

9' - 6"

221' - 0" PROPOSED BUILDING HEIGHT

THIS PROJECT IS TWENTY STORY MULTIFAMILY BUILDING WITH THREE-HUNDRED-FIFTY-NINE UNIT. ONE-HUNDRED-NINETEEN OF THE UNITS ARE FOR INCLUSIONARY HOUSING. THE MAX BUILDING HEIGHT IS TWO-HUNDRED-ONE FEET.

9' - 6"

12TH FLOOR 12TH FLOOR 174.42 174.42 BRICK FACADE—TYP. BRICK FACADE—TYP.

ELEVATOR ELEVATOR VESTIBULE VESTIBULE

COMMERCIAL COMMERCIAL

RES. LOBBY RES. LOBBY

VESTIBULE VESTIBULE

CELLAR FLOORFLOOR CELLAR 28.42 28.42 BASE PLANE BASECALCULATION: PLANE CALCULATION: (43.94' + 43.80' = 44.42' (43.94'++44.55' 43.80'++45.40') 44.55' /+445.40') / 4 = 44.42'

RESPONSIBILITIES: CD

SECTION PARALLEL TO ARCHER AVENUE:

SECTION A SECTION A 1 3/32" = 3/32" 1'-0" = 1'-0"

CIRCULATION CIRCULATION

ATS

15' - 0"

VESTIBULE VESTIBULE

15' - 0"

SERVICE CORRIDOR

PARKINGPARKING

SERVICE CORRIDOR

BASE PLANE BASE PLANE 44.42 44.42 16' - 0"

BASE PLANE BASE PLANE 44.42 44.42

16' - 0"

1ST FLOOR 1ST FLOOR 44.42 44.42

ING OSED BUILD 50' - 1 1/4" PROP 20' - 0"

H 2

1' DROP SOFFIT

H 2

1' DROP SOFFIT

515

13' - 10 1/2"

2' - 11 1/4"

6' - 5 7/8"

BEDROOM 9' - 1 7/8"

109 SF

LR / DA

1 BR

4' - 9 5/8"

2' - 8 1/2"

6' - 4 5/8"

190 SF

LR / DA

STUDIO

12' - 2 1/4"

155 SF

LR / DA

STUDIO

14' - 0"

156 SF

F 2

14' - 0"

LR / DA

159 SF

6' - 1"

STUDIO

Revisions: Architect:

H 2

11' - 7 3/8"

9' - 5"

513B

4' - 6"

5' - 10 3/8"

W1 4' - 6"

W1 5' - 4 1/2"

4' - 6"

W2 5' - 4 1/2"

6' - 0"

5' - 5 1/2"

4' - 6"

W1 3' - 6"

4' - 6"

W1 5' - 2 3/4"

4' - 6"

W1 1' - 9 1/4"

4' - 6"

4' - 4 7/8"

EA 2

4' - 6"

6' - 7 1/8"

164' - 7 3/8" PROPOSED BUILDING

5TH FLOOR — TYPICAL FLOOR PLAN:

FOURTH - TWENTY FIRST TYPICAL FLOOR PLAN 3/16" = 1'-0"

1 A-203.00

W2 6' - 0"

W1 4' - 9"

4' - 6"

W1 2' - 6"

4' - 6"

W1 3' - 0"

4' - 6"

2' - 6"

EA 2

4' - 6"

5' - 9"

CL.

16' - 11"

CL.

E1 0

WSP One Penn Pl 250 W 34th S New York, NY www.wsp.com

17' - 5 3/8"

513 LR / DA R2 405 SF LR / DA

186 SF

Expediter:

JM ZONING 225 BROADW New York, NY www.jmzonin (212) 964 - 4

E1 0

512C

F 2

CL.

512F

512G

EA 2

Interior Designer:

S/C

349 SF

E1 0

512E

512D

S/C

E1 0 BEDROOM

2 BR 13' - 11"

108 SF

E1 0 BEDROOM

10' - 0"

W2 6' - 0"

Structural Engineer:

MEP Engineer:

149 SF

10' - 0" 4' - 6 5/8"

W1 5' - 0 3/4"

EA 2

IMC ARCHIT 254 36TH ST BROOKLYN,

F 2

512B

11' - 10"

512 LR / DA R2 828 SF

STUDIO 9' - 10 3/8"

5' - 4 7/8" 2' - 0"

2' - 7 1/2" 2' - 1" S/C

511 LR / DA R2 388 SF

S/C

OITC Rating 3

2' - 0"

E1 0

F 2

1' DROP SOFFIT

11' - 4 1/2"

E1 0

7' - 10"

OITC Rating 3

2' - 0"

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

E1 0

H 2

7' - 10"

S/C

H 2

4' - 0"

E1 0

13' - 10 1/2"

S/C

510 LR / DA R2 380 SF

F 2

H 2

G 2

6' - 7 3/8"

173 SF

21' - 11 1/8"

ELEC/ TELE CL K2

513A CL.

H 2

512A

5' - 4 7/8"

511B

5' - 0"

B5 6' - 1"

E1 0

H 2

1' DROP SOFFIT 13' - 10 1/2"

5' - 0"

E1 0 8' - 0 3/4"

H 2

E1 0

H 2

E1 0

H 2

F 2

S/C

2' - 9"

3' - 8" 7' - 11"

G 2

159 SF

15' - 4 7/8"

509 LR / DA R2 602 SF

E1 0

13' - 8 5/8"

12' - 6"

5'-9" 5'-9"

4' - 10 7/8"

510B

15' - 7 1/2"

512

511A

H 2

1' DROP SOFFIT 13' - 6 3/4"

13' - 7 1/4"

9' - 5 1/2"

1' DROP SOFFIT 13' - 10 1/2"

E1 0

G 2

S/C

F 2

R3 '-8 "

5'-9"

24' - 3 1/2"

5' - 0"

509D

6' - 1"

E1 0

8' - 1 7/8"

2' - 0"

E1 0

509C E1 0

509E S/C

13' - 10 3/8"

1' DROP SOFFIT

4' - 6 3/4"

CL. 2' - 6"

E1 0

H 2

E1 0

OITC Legen

STUDIO

514 LR / DA R2 391 SF

11' - 0"

151 SF

E1 9' - 4 7/8" 0 6' - 6"

3' - 2 3/8" S/C

6' - 0"

71 SF 11' - 2"

7' - 11"

5' - 0"

TRASH RM

1' DROP SOFFIT 13' - 8 1/8"

5' - 0"

WALK-IN CL.

E1 0

6' - 1"

E1 0

513

522

WALK-IN CL.

H 2

510A

7' - 10"

5' - 2 3/4"

11' - 0 3/8"

LR / DA

STUDIO

E1 0

6' - 1"

514B

WALK-IN CL.

G 2

11' - 0 3/8"

193 SF

E1 0

508 LR / DA R2 410 SF

509B

6' - 1"

H 2

5' - 0"

25' - 3"

E1 0

F 2

511

WALK-IN CL.

509A

E1 0

1' DROP SOFFIT 514A

C1 3

11' - 0 3/8"

LR / DA

STUDIO 17' - 6 1/2"

7'-0"

12' - 8 3/4"

12' - 8 1/8"

1' DROP SOFFIT 5' - 6 3/8"

F 2

STAIR A

510

E1 0

CL.

508B

509

11' - 0 1/2"

8' - 1 3/4"

507 LR / DA R2 457 SF

H 2

4' - 11 3/4"

6' - 1"

H 2

8' - 1"

E1 0

H 2

E1 0 H 2

7' - 10"

5' - 0"

12' - 2 1/4"

6'-8"

5SA

G 2 508A

WALK-IN CL.

6' - 1"

E1 0

6' - 5 3/8"

S/C

190 SF

E1 0

507B

2' - 11 1/4"

5' - 4"

F 2

1' DROP SOFFIT 13' - 10 1/2"

13' - 10 3/4"

13' - 5 5/8"

1' DROP SOFFIT

E1 0

C1 3

501

508

514

80' - 10 5/8" (DEAD END CORRIDOR)

11' - 10 7/8"

LR / DA

E1 0 2' - 11 1/4"

506 LR / DA R2 523 SF

1 BR

9' - 5"

2' - 0" 5' - 6 1/8"

112 SF

9' - 3"

6' - 1 1/4"

WALK-IN CL.

F 2

500

C1 3

5' - 0"

6' - 1 1/8"

H 2 8' - 1"

5' - 0"

BEDROOM

7' - 11"

13' - 8 3/4"

12' - 8 1/8"

1' DROP SOFFIT 13' - 8 3/4"

7' - 11"

7' - 11 3/4"

FD.

WALK-IN CL.

501A

G 2

11' - 0 3/8"

131 SF

506D E1 0

S/C

9' - 0"

5' - 0"

8' - 1" 2' - 0"

14' - 7"

BEDROOM

506C

E1 0

507A

11' - 0 1/8"

162 SF

CL.

6' - 2 3/8" 11' - 10 7/8"

13' - 5 5/8"

S/C

E1 0

10' - 0"

2' - 9 3/4"

E1 0 506E

505H

S/C

H 2

5' - 0"

F 2

506B

WALK-IN CL.

E1 0

H 2

11' - 0 1/2"

5' - 0"

CL.

7' - 11"

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

505G S/C

6' - 1"

G 2

H 2

F 2

13' - 10 1/2"

ELEVATORS 6'-8"

LR / DA

WALK-IN CL.

7' - 6 1/8"

C1 3

DOB

OITC Rating 3

4' - 6"

2' - 0"

E1 0

5' - 0"

G 2

E1 0

C1 3

7' - 4 1/4"

6' - 1"

12' - 6"

505F

H 2

G 2

502A

507

E1 0

CL.

502

506

506A

WALK-IN CL.

503

1' DROP SOFFIT

2' - 0" 6' - 6" 6' - 6"

505D

CL.

12' - 8 1/8"

15' - 6 1/8"

9' - 9 5/8"

505E

E1 0 W/D

E1 0

S/C

501B

515 LR / DA R2 396 SF

4' - 6"

505C

504

E1 0

505

H 2

CL.

E1 0

503A WALK-IN CL. F 2 6' - 0 1/8" 5' - 0"

G 2

5' - 4 5/8"

F 2 18' - 11 5/8" F 2

H 2

E1 0

DN 3' - 8"

DOB

4' - 0"

E1 0

G 2

E 0

H 2

E1 0

OER

4' - 6"

505A

502B

6' - 1"

8' - 5"

C1 3

11' - 4 1/2"

4' - 6"

B8 10' - 0"

504A

CL.

2' - 0 1/2"

E1 0

S/C

6' - 1"

E1 0

8' - 2 3/4"

5'-2" 7' - 2 1/8"

H 2

E1 0

05.20.2022

4' - 6"

4' - 0"

S/C

503B

E1 0

7' - 8"

STUDIO

4' - 2 7/8"

7' - 10"

EA 2

2' - 0"

H 2

505B

H 2 G 2

6' - 7 7/8"

H 2

E1 0

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

C1 3

STAIR B

E1 0

DOB

4' - 6"

H 2

E1 0

504B

6' - 1"

7' - 3 5/8"

H 2

E1 0

CL.

H 2

6' - 10 5/8"

ELEVATOR

164 SF

5' - 2 3/4"

04.27.2022

3' - 6"

E1 0

CL.

504C

STUDIO

6' - 1 7/8"

LR / DA

5SB

6' - 4 7/8"

G 2

504D

208 SF

6'-8"

515B

11' - 4 1/2"

14' - 0"

S/C

7' - 6 1/4"

E1 0

LR / DA

F 2

STUDIO

4' - 5 1/4"

F 2

S/C

153 SF

8' - 0"

F 2

25' - 4"

F 2

S/C

2' - 10 5/8" 4' - 8 5/8"

1 BR

LR / DA

F 2

501 LR / DA R2 409 SF

515A

6' - 0"

E1 0

F 2

12' - 10"

502 LR / DA R2 466 SF

E1 0

4' - 6"

229 SF

16' - 3 7/8"

503 LR / DA R2 396 SF

K2 13' - 10 1/2"

6' - 0"

6' - 0 7/8"

F 2

6' - 4 7/8"

LR / DA

7' - 3 5/8"

EA 2

5' - 0 1/8"

C1 3

H 2

E1 0

11' - 4 1/2"

2' - 0"

4' - 8"

EC 2

8' - 10 3/4"

60' - 0"

R 3' -

55' - 4"

27' - 10 1/8"

4' - 6"

1 A-511.00

4' - 6"

3' - 6"

2' - 7 1/8"

130' - 6 3/4" PROPOSED BUILDING

4' - 6"

158 SF

4' - 6"

EA 2

2' - 10 7/8"

DOB

04.06.2022

2' - 6"

4' - 6"

6' - 0"

F 2

268 SF

8' - 2 7/8"

10' - 0"

BEDROOM

3' - 7 1/8"

12' - 0 1/4"

504 LR / DA R2 635 SF

2 BR

H 2

E1 0

147 SF

E1 0

1' DROP SOFFIT H 2

13' - 11"

BEDROOM

504E

4' - 6"

6' - 0"

15' - 6 1/2"

505 LR / DA R2 1156 SF LR / DA

9' - 6"

EA 2

E1 0

A-301.00

3' - 10 7/8"

LR / DA

STUDIO

14' - 0"

EA 2

2' - 2"

4' - 6"

10' - 8 5/8"

A-200.00

1' - 4"

H 2

5' - 2 3/4"

W1 13' - 10 3/4"

4' - 6"

E1 0

2' - 10 1/2" 4' - 8 5/8"

3' - 0"

EA 2

5' - 1 5/8"

H 2

WALK-IN CL.

6' - 4 7/8"

6' - 0"

11' - 4 1/2"

516 LR / DA R2 409 SF

7' - 10"

E1 0

DESC

02.07.2022 03.31.2022

S/C

516B

516A

521

6' - 0"

6' - 7 1/2"

516

E1 0

7' - 10"

4' - 6"

E1 0

S/C

DATE

1 2

NUMBER

A-202.00

4' - 6"

1' DROP SOFFIT

6' - 1"

4' - 7 1/8"

2' - 3 1/4"3' - 4 7/8"

4' - 6"

13' - 10 1/2"

6' - 0"

3' - 4 7/8"

113' - 0 3/4" PROPOSED BUILDING 3' - 11 1/2"

E1 0

7' - 0"

H 2

255 SF

Key Plan: Issued:

4' - 8 5/8"

4' - 6"

LR / DA

1' DROP SOFFIT H 2

521 LR / DA R2 407 SF

11' - 4 1/2"

1 BR

6' - 0"

CL.

16' - 0 3/4"

STUDIO

6' - 10 7/8"

G 2

4' - 6"

CL.

14' - 0 1/2"

342 SF

517 LR / DA R2 674 SF 13' - 10 1/2"

2' - 9 3/8"

9' - 5 7/8"

4' - 6"

E1 0

517

1' DROP SOFFIT

3' - 0"

517C

E1 0

2' - 10 1/4"

55' - 3 1/8" (DEAD END CORRIDOR)

4' - 6"

F 2

1' DROP SOFFIT

CL.

E1 0 517A

LR / DA

520 LR / DA R2 55 SF

137 SF

14' - 4 1/4"

343 SF

STUDIO 16' - 0 3/4"

BEDROOM

LOT: 1,

NYC BIN # : Q00676542-

6' - 1 1/8"

LR / DA

517E

E1 517D 0

E1 0

5' - 0"

F 2

E1 0

2' - 0"

517B

CL.

5' - 6 1/8"

66' - 1 1/4" PROPOSED BUILDING

4' - 6"

520

6' - 0"

B2 8' - 1"

E1 0

2' - 0"

BLOCK:9995

F 2

E1 0 CL.

H 2

G 2

F 2

6' - 6"

520A

8' - 0 1/2"

9' - 6 5/8"

H 2

176 SF

KJL REALTY 512 7TH AVE NY NY, 1001

6' - 0"

LR / DA

1 BR

6' - 6"

8' - 1"

EA 2

LR / DA 615 SF

1' DROP SOFFIT

518

EA 2

518

17' - 2 1/2"

147-27 ARCHER NY 11435

4' - 6"

519

ARCHER AV

Owner: E1 0

E1 0

H 2

E1 0

8' - 3 1/2"

E1 0

F 2

11' - 5 5/8"

F 2

1' - 6 3/4"

EA 2

2' - 0"

518A

144 SF

E1 0CL.

518B

H 2

519A

4' - 9 1/8"

16' - 7 3/4"

E1 0

H 2

BEDROOM

7' - 7 3/4"

E1 0 CL.

CL.

6' - 1"

B-1

F 2

E1 0

2' - 0"

7' - 7 3/4"

H 2

2' - 6"

5' - 7 1/4"

E1 0

519B

14' - 9 1/2"

2' - 0"

6' - 3 5/8"

10' - 5 1/2"

CL.

4' - 0 1/8"

STUDIO

H 2

10' - 2 3/4"

187 SF

12' - 2"

9' - 6"

6' - 0"

LR / DA

G 2

519 LR / DA R2 420 SF

9' - 4 1/8"

18' - 6 3/4"

6' - 1"

2' - 5 1/2"

1 A-201.00

5' - 0"

6' - 0"

EA 2

4' - 6" W1

5' - 0"

4' - 6" W1

5' - 1 1/8"

5' - 3 1/4"

1 A-300.00

W1 7' - 1 5/8"

4' - 6"

6' - 2 3/8"

EA 2

4' - 6"

3' - 1 3/4"

TYPICAL F (4TH SEAL & SIGNATURE:

WEST STREET

2049 WEST STREET, BROOKLYN, NY, 11223 TYPE: ONE FAMILY HOME GROSS AREA: 4,016.05 SF ALTERATION — DOB APPROVED LOCATED IN BROOKLYN, THE EXISTING HOUSE WAS ORIGINALLY A TWO FAMILY HOME WITH 1,766.39 SF. THE CLIENT REQUESTED A BULK INCREASE AND CONVERSION TO A ONE FAMILY USE. AN ADDITIONAL 2,249.66 SF WERE ADDED. THE FACADE MATERIAL WAS UPDATED TO MATCH THE ICONIC RED BRICK FOUND THROUGHOUT NEW YORK CITY. TO PROVIDE COST-SAVINGS AND AN EXPEDITED CONSTRUCTION TIME, THE BRICK WRAPS AROUND THE SIDE OF THE BUILDING BY ONLY AN APPROXIMATE OF FOURTEEN FEET. THE REMAINING EXTERIOR FACADE IS PROPOSED IN EIFS TO KEEP COST DOWN.

RENDER BY OTHERS:

RESPONSIBILITIES: SD, DD & CD

100' - 0" (PROPERTY LINE) 68'-7" (PROPOSED BUILDING) 11' - 5"

14' - 1 3/8"

13' - 3 3/4"

5'-2"

W02

NE 1

W02

2 A-013.00

NE 1

CUSTOM MILLWORK

30' - 0" (PROPERTY LINE)

16' - 11 3/8"

20' - 8 5/8" (PROPOSED BUILDING)

W9' - 0" x H5' - 0" SILL:2' - 6"

NE 1

DOWNSPOUT

1 A-302.00

1' - 11 3/8"

W04

W3' - 0" x H5' - 0" SILL:2' - 6"

1'-4" 14'-0"

7'-5 1/2"

EE 1

9'-0"

11'-3 1/2"

14'-9"

W02

W3' - 0" x H5' - 6" W3' - 0" x H5' - 6" W3' - 0" x H5' - 6" W3' - 0" x H5' - 6" SILL:5' - 6" SILL:5' - 6" SILL:5' - 6" SILL:5' - 6" 40' - 0 7/8"

W07

256 SF

25B 32"

E1 0 25 34"

MASTER BEDROOM

1' - 0 1/8"

EE 1

5' - 0 7/8"

98 SF

25A 32"

3'-6 1/2"

2' - 10"

WALK-IN CL

3'-0"

E1 0

W02

DOWNSPOUT

7'-11 1/2"

7 1/2" 5'-3 1/2"

103 SF

5'-0"

3'-3"

BATHROOM

4'-8 1/2"

14' - 1 3/8"

14'-0"

6'-2"

3'-4"

3'-6 1/2"

HALLWAY

8'-10"

3'-11 1/2"

3'-10"

23'-11 1/2"

1'-10"

NE 1

DOWNSPOUT

2'-0"

IB 0

10' - 2 1/4"

W3' - 0" x H3' - 0" SILL:3' - 0"

3'-11"

2'-0"

CL 5'-3 1/2"

NB 1

7'-5"

21 40" LINEN CL

22A 48" 5'-3 1/2"

3' - 6 1/2"

2' - 10"

3' - 11"

6'-6 1/2"

3' - 0 3/8"

4'-0"

NE 1

9'-5"

24 32"

W05C

W08

61 SF

23 32"

22 34"

3'-8"

11' - 0 7/8"

148 SF

23A 48"

5'-6"

BATHROOM

E1 0

2'-5"

6' - 8 1/4"

1'-0"

W03 W4' - 0" x H2' - 0" SILL:6' - 0"

7'-10"

9'-0"

W03 W4' - 0" x H2' - 0" SILL:6' - 0"

1'-1"

13'-0"

BEDROOM #2

NB 1 W4' - 4" x H5' - 0" SILL:2' - 6"

9'-0"

23B 48"

BEDROOM #1

16'-7"

W9' - 0" x H5' - 0" SILL:2' - 6"

9' - 0" 21' - 6 7/8"

2' - 8 3/4"

EE 1

11'-4 1/2"

1'-1"

2' - 4 1/4"

2'-11" 2'-0"

196 SF

3' - 1 7/8"

4' - 4"

A-304.00

W9' - 0" x H5' - 0" SILL:3' - 0"

11' - 5"

SECOND FLOOR PLAN:

W06A

DOWNSPOUT

11'-0"

W07

16' - 10 3/4"

A-303.00

NB 1

20'-0"

37' - 6 7/8"

14' - 4 3/4"

20' - 0"

74' - 7" (PROPOSED BUILDING)

100' - 0" (PROPERTY LINE) 68' - 7" (PROPOSED BUILDING) 14'13' - 4- 3/4" 11"

UNOCCUPIABLE AREA UNDER 5'-0" IN HEIGHT. NOT FLOOR AREA PER ZR12-10.

CHILDPROOF GUARDRAIL

15'-8 1/2"

2'-8 1/2"

LAUNDRY CHUTE

4'-9"

R17C 36"

3'-9 1/2"

W01B

W3' - 0" x H4' - 0" W3' - 0" x H4' - 0" W3' - 0" x H4' - 0" W3' - 0" x H4' - 0" SILL:2' - 6" SILL:2' - 6" SILL:2' - 6" SILL:2' - 6" 40' - 0 7/8"

NE 1

DOWNSPOUT

11"

R16B 36"

R16A 36"

3'-8"

LEVEL

3'-8"

R15A 26"

E1 0

164 SF

E1 0

CL.

2'-0"

NAME

2'-11 1/2"

16'-5"

E1 0

LIGHT & AIR CALCULATIONS - 2ND FLOOR AREA

MINIMUM REQUIRED NATURAL LIGHT & AIR REQUIRED LIGHT REQUIRED AIR

PROPOSED 2ND FLOOR BEDROOM #1 196 SF 20 SF PROPOSED 2ND FLOOR MASTER BEDROOM 256 SF 26 SF 3/4" PROPOSED 2ND FLOOR BEDROOM #2 DOWNSPOUT 148 SF 14'15- 4SF

GUTTER

ATTIC FLOOR PLAN:

68' - 2 1/8" (PROPOSED BUILDING)

PROPOSED - ATTIC PLAN 1/4" = 1'-0"

Window Style Schedule Key Name

Light Area

Natural Air Area

5' - 10 1/8"

7' - 9 5/8"

8' - 1 1/8"

13' - 9 1/2"

7' - 8 1/2"

W05

30' - 0" (PROPERTY LINE)

STORAGE#1

5'-0"

13'-10"

18' - 2 3/8"

NE 1 E1 0

E1 0

10' - 11 1/4"

3'-1"

18 SF R14A 36 SF 36" 22 SF R14 34 SF 30" 45 SF 3' -45 4 1/8" SF R15 60 SF 30" 67 SF 10" 3'-5" 68 SF

5' - 9 7/8"

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

E1 54 SF 0

20' - 8 5/8" (PROPOSED BUILDING)

5'-4"

Natural Air Area

15 SF 2' - 0" 20 SF E1 0 43 SF 18 SF 36 SF 22 SF CL 23 SF 30 SF 23 SF 38 SF 45 SF 34 SF

2'-11 1/2"

R13 30"

15 SF R14B 36"20 SF

4' - 4 3/4"

11'-1 1/2"

8' - 0"

W01B

13' - 8 1/2"

61 SF

35' - 11 1/2"

3'-6 1/2"

PROPOSED NON-COMBUSTIBLE CONSTRUCTION TYPE IIB

BATHROOM

Light Area CL.

4' - 10 1/8"

W04 13' - 4 1/8" W05A BEDROOM W05A+W06 143 SF W05B W05B+W05B W05C W06 W06A 7'-9 1/2" W07 W07+W04 W07+W05C 3'-2"W07A 1'-0" 3'-2"

5' - 1 3/8"

UNOCCUPIED SPACE E1 0

E1 0

6' - 1"

2'-3 1/2"

EXISTING TYPVE VB CONSTRUCTION TO REMAIN.

E2 0

7' - 6"

R12 30"

R11 30"

LEGEND:

145 SF

1' - 0"

3'-6 1/2"

98 SF

5' - 5 3/8"

DOWNSPOUT

Window Style Schedule

Key Name

1'-0"

13' - 6 5/8"

R12A 36"

CL.

E1 0

W7' - 6" x H4' - 6" SILL:2' - 6"

7'-6"

4'-1"

10'-11"

18' - 2 3/8"

A-302.00 UNOCCUPIABLE AREA UNDER 5'-0" IN HEIGHT. NOT FLOOR AREA PER ZR12-10.

STORAGE#2

W7' - 6" x H4' - 6" SILL:2' - 6"

BEDROOM

E1 0

4'-5"

DESCRIPTIONS:

2' - 0" 5'-11 1/2"

E1 0

RESERVED

2'2'- 11 - 6"7/8"

NE 1

1'-7"

R12B 36"

W06

3'-0"

5'-0 1/2"

A-304.00

11' - 1 3/4"

2'-0"

E1 0

8'-11 1/2"

NE 1

11'-1"

GUTTER DOWNSPOUT

FLOOR PLAN NOTES: • SEE SCHEDULE ON RIGHT FOR THE LIGHT AND AIR CALCULATION.

1 A

5' - 7 1/4"

A-303.00

CL.

KEYS:

7' - 6"

W5' - 0" x H5' - 0" SILL:2' - 6"

20' - 0"

8' - 7 7/8"

11' - 1 3/4"

PROPOSED - 2ND FL 1/4" = 1'-0"

7' - 6"

4'-9"

8' - 3 3/4"

5' - 0"

14' - 1 3/8"

7' - 3 1/2"

11' - 5"

UNOCCUPIED AREA UNDER 5'-0" IN HEIGHT. NOT FLOOR AREA PER ZR12-10

10 SF 13 SF 7 SF

WINDOW TYPE

PROVIDED LIGHT AND AIR NATRUAL LIGHT NATRUAL AIR

W07+W05C W07+W04 W06A

67 SF 60 SF 45 SF

45 SF 38 SF 30 SF

TECH HUB

320 W FORDHAM RD, THE BRONX, NY, 10488 TYPE: COMMERCIAL LOT AREA: 162,200 SF DESIGN PROPOSAL

NORTHEAST BIRD’S EYE VIEW:

THIS PROPOSAL IS LOCATED IN THE BRONX. THE EXISTING SPACE WAS A VACANT ZONING LOT USED FOR STORAGE. THE LOT COULD BE AN ASSET TO THE COMMUNITY IF IT WERE A COMMERCIAL SPACE THAT WASN’T AN BARRIER BETWEEN THE RIVER AND THE BUILDINGS UPHILL. TO ACT AS A BRIDGE BY ACTING AS ECONOMIC CENTER FOR JOB CREATION AND TRANSIT HUB FOR A FERRY STATION. GIVING AN ALTERNATIVE ACCESS TO CONNECT WITH MANHATTAN AND NEW JERSEY. THE PROPOSED BUILDING IS MEANT TO TAKE ELEMENTS FROM THE SURROUNDING. AT THE SAME TIME, THE DESIGN IS MEANT TO CREATE A PERFORMATIVE ARCHITECTURE — A SENSORIAL AND EXPERIMENTAL EXPERIENCE.

NORTHWEST BIRD’S EYE VIEW: STRAINER WITH BALLAST SCREENING INSTALL CAULK WITH NEOPRENE GASKET BETWEEN DECK CLAMP AND COLLAR OF THE STRAINER. 6" MIN FLEX FLASHING TO OVERLAP UNDER THE ROOF MEMBRANE

THE ORIENTATION OF THE BUILDINGS ARE LAID OUT TO BE NONCONFORMING TO THE ORTHOGONAL ANGELS TYPICALLY FOUND IN THE “COMMISSIONERS’ PLAN OF 1811”. THIS DESIGN DIRECTION IS TAKEN FROM THE NEIGHBORHOOD’S NATURAL RIDGE LINE AND THE VALLEY’S WINDING CURVES. THIS ALLOWS A DISCONNECT FROM CONTROLLED STRUCTURE AND HIGHLIGHTS THE ORGANIC CURVES. THE DIAGONAL ANGLES, IN PLAN, ALSO DOUBLE IN ALLOWING UNOBSTRUCTED FLOW OF FLOOD WATERS. THE EXTERIOR WALLS(ANGLED) CREATE AS LITTLE FRICTIONS AS POSSIBLE THAN COMPARED TO A BUILDING THAT OBSTRUCTS THE FLOW OF THE SURGE WATER.

42" CHILD PROOF GUARDRAIL

Y-CHANNEL CLIP HSS TUBE ANCROED INTO TE CONCRETE SLAB CONCRETE PAVERS ON LEVELING PEDESTALS

GEOTEXTILE FILTER FABRIC 6" CONTINUOUS RIGID XPS INSULATION , R-30 MIN.

SEAMLESS INVERTED ROOF MEMBRANE ASSEMBLY TO ACT AS BOTH THE WATERPROOF AND VAPOR BARRIER

~2% SLOPED CONC. TOPING SLAB

ROOF MEMBRANE TO WRAP AROUND CANTILEVER SLAB 1/8" ALUMINUM PLATE SOFFIT

Z-CHANNEL - TYP 2 1/2" RIGID INSULATION, (R-12)

RESPONSIBILITIES: DD

ROOFDETAIL DETAIL OF SIXTH FLOOR TERRACE AND OFFICE SUIT: SECTION 1 3/4" = 1'-0"

DRAINAGE MAT

RIVER

FERRY

AD PROMEN

ROOF TERRACE OVER FIFTH FLOOR ROOF TERRACE OVER ROOF TERRACE THIRD FLOOR OVER FIFTH FLOOR

SOLAR PANELS

ROOF TERRACE OVER THIRD FLOOR ROOF TERRACE OVER SECOND FLOOR

SOLAR PANELS

ROOF TERRACE OVER SECOND FLOOR

LAWN

RRACE ROOF TE FLOOR SECOND

ROOF TERRACE OVER THIRD FLOOR ROO ROO OVE F TERROVE F TERR A R A R FLO THIRD FLOCE THIRD CE OR OR

FERRY

AD PROMEN

ROOF TERRACE OVER THIRD FLOOR

COURTYARD

R OO OV E F T E R R FLO R THIR ACE D OR

OVER

OV RRACE ROOF TE FLOOR SECOND ROOF TERRACE OVER FIFTH FLOOR

ROOF TERRACE OVER FIFTH FLOOR ROOF TERRACE OVER FOURTH FLOOR

OFFICE SUIT

ROOF TERRACE OVER FOURTH FLOOR

R OO OV E F T E R R FLO R THIR ACE D OR

LAWN

PARKING BELOW

opy 1 SIXTH FLOOR PLAN:

PARKING BELOW

opy 1

RIVER

PROMEN

FERRY

ADE

CAFETERIA

ADE DOUBLE HEIGHT WORKSHOP

PROMEN

FERRY

DOUBLE HEIGHT STORAGE WORKSHOP

WARMING KITCHEN WARMING KITCHEN

COURTYARD

WORKSHOP WORKSHOP LAWN

LAWN

DOUBLE HEIGHT WORKSHOP DOUBLE HEIGHT WORKSHOP

WORKSHOP

STORAGE

CAFETERIA

COURTYARD

WORKSHOP WORKSHOP WORKSHOP

SECURITY STORAGE

STORAGE

SECURITY LOBBY

LOBBY

PARKING BELOW

PARKING BELOW 2

FIRST FLOOR PLAN:

6TH FLOOR Copy 1 1" = 60'-0"

DURA HOME

RENDER BY OTHERS

SOLAR DECATHLON COMPETITION 2015 FABRICATED IN BROOKLYN NAVY YARD, NY GROSS AREA: 897 SF COMPLETED & LOCATED IN BERTHOUD, COLORADO PROFESSOR ALEXANDER APTEKAR & PAUL C. KING THIS PROJECT WAS SUBMITTED TO THE U.S DEPARTMENT OF ENERGY FOR THE 2015 COMPETITION YEAR. NEW YORK CITY COLLEGE OF TECHNOLOGY(NYCCT) ALONG WITH SIXTEEN COLLEGES AND UNIVERSITIES BUILT THEIR OWN SUSTAINABLE OFF-THE-GRID HOUSE. I SUPPORTED THE NYCCT TEAM IN THE FABRICATION OF THE HOUSE. THE WHOLE HOUSE WAS INSULATED IN ROCKWOOL AND THE WATERPROOFING WAS ACHIEVED WITH DORKEN DELTA FLASHING SYSTEM. HEAVY TIMBER WAS USED FOR COLUMNS, LVL BEAMS FOR GIRDERS AND WOODEN I-BEAMS FOR BEAMS. ONCE THE BUILDING WAS COMPLETED, IT WAS DISASSEMBLED AT THE STRUCTURAL SEAM AS SHOWN IN THE DIAGRAM ON THE RIGHT PAGE. THAN THE SECTION WERE SHIPPED TO IRVINE, CALIFORNIA. AFTER THE SHOWCASE IN CALIFORNIA, THE HOUSE WAS EVENTUALLY MOVED TO COLORADO FOR ITS PERMANENT INSTALLATION.

RESPONSIBILITIES: CONSTRUCTION

RAMP AND EXTERIOR CLADDING CONSTRUCTION PHASE:

PHOTO OF TEAM:

INTERIOR CONSTRUCTION PHASE:

t also to design a structure that would be easily constructed in emergency situations. Three, transportation: The shortest route from Brooklyn New York to Irvine California is a total of 2812.3 miles. Finding a suitable transportation company that will be able to transport the modules safely poses its own challenges. Along with these challenges the team will also need to design the house to be taken apart and to fit each section on each truck, while being able to maneuver alsowhile to design a structure that would easily constructed emergency shortest route fromthat Brooklyn York to Irvine California a total of 2812.3 of miles. a suitable transportation be able to transport modules safely posesthe its team own challenges. Along these and challenges thefeasib team le will also need towould designbe theable house tothe be taken apart andDURA to fit each section eachbeing truck, while beingNew able York to maneuver the research that us come up withbe solutions to pr in oblems. dbut easily; still helped maintaining its structural integrity onthese its trip from Brooklynsituations. New YorkThree, to Irvitransportation: ne California. The There are many factors need toNew be considered in the planningisand development the Finding DURA project. One the materialscompany involves that usingwill various calculations andthe comparative analyzing needs to select thewith strongest the most materials that to fit ascetics of the home. Alsoon while able to meet and California state building codes. nd the research come up solutions to pr from oblems. cted easily; whilethat still helped maintaining its structural integrity onthese its trip New Yorkintoemergency Irvi ne California. There are transportation: many factors that to beroute considered in the planning and development of the is DURA Onemiles. the materials various calculations and will comparative needssafely to select theitsstrongest and the Along most feasib le materials that would be will ablealso to fitneed the to ascetics thehouse DURA home. while meet New York and while California codes. dern and comfortable home,usbut also to with design a structure that would beBrooklyn easily constructed situations. Three, Theneed shortest from Brooklyn New York to Irvine California a totalproject. of 2812.3 Finding ainvolves suitableusing transportation company that be able toanalyzing transportthe theteam modules poses own challenges. with these challenges the team designofthe to be takenAlso apart andbeing to fit able eachto section on each truck, beingstate able building to maneuver modern and comfortable home, also to design a structure that up would easily constructed emergency situations. Three, transportation: The shortest route from Brooklyn New York to Irvine California is a total of 2812.3 miles. Finding a suitable transportation company that will be able to transport the modules safely poses its own challenges. Along with these challenges the team will also need to design the house to be taken apart and to fit each section on each truck, while being able to maneuver o deal with these obstacles and but the research that helped us come withbe solutions to these pr in oblems. ns to deal with these obstacles and the research that helped us come up with solutions to these pr oblems.

Structural M odul Transport & Connecti ons ons Structural M es odul es Transport & Connecti [DU RA Decathl on 2015] [DUSol RAarSol ar Decathl on 2015]

FRONT PORCH

MECHANICAL ROOM GREEN WALL

MECHANICAL ROOM

BEDROOM/OFFICE BEDROOM

By Brian Roger M ason and M argarita Salas, By BriProfessor an Roger M ason and M argarita Salas, A lexander A ptekar

BEDROOM/OFFICE

Professor A lexander A ptekar N ew York C ity C ollege of Technology, Architectural D epartm ent N ew York C ity C ollege of Technology, Architectural D epartm ent

afe and stable house that would be able to be constructed and deconstructed easily; while still maintaining its structural integrity on its trip from Brooklyn New York to Irvi ne California. There are many factors that need to be considered in the planning and development of the DURA project. One the materials involves using various calculations and comparative analyzing the team needs to select the strongest and the most feasib le materials that would be able to fit the ascetics of the DURA home. Also while being able to meet New York and California state building codes.

a safe and stable house would beandable to be constructed and deconstructed easily; while maintaining its York structural on itsaretrip from Brooklyn York neNew California. There many factors that be considered the planning and development of the DURA project. One materials using various and comparative analyzing totruck, select the strongest and the most feasib le materials that would be able to fit the ascetics of the DURA home. Also while being able atructing safe house that would be able be constructed deconstructed easily; while still maintaining its structural integrity on that itsstill trip from New Irvi neintegrity California. There many factors that toNew beroute considered in Irvi the planning and development of are the is DURA One the need materials using variousincalculations and will comparative needs to select theitsstrongest and the the Along most feasib le involves materials that would be will ablealso tocalculations fitneed the to ascetics thehouse DURA home. while able to meetneeds New York and while California state codes. tly hitand the stable east coast area; the DURA teamtothat wanted to not only design a modern and comfortable home, but also to design a structure would beBrooklyn easily constructed intoemergency situations. Three, transportation: Theneed shortest fromto Brooklyn York to Irvine California a totalproject. of 2812.3 miles. Findingtoainvolves suitable transportation company that be able toanalyzing transportthe theteam modules safely poses own challenges. with these challenges the team designof the to be takenAlso apart andbeing to fitthe eachteam section on each being able building to maneuver onstructing a safe and stable house thatthe be able and deconstructed while maintaining its structural integrity onThree, its trip frombeBrooklyn New toemergency Irvi ne areistransportation: many factors that need to beroute considered incompany the planning and of the safely DURA Onemiles. theAlong materials various andhouse comparative analyzing needs to select and the Along most feasib le materials that would be will ablealso to fitneed the to ascetics thehouse DURA home. while cently hitrecently the east coast area; wanted to notthe only design ato modern and home, but also to design a structure thatstill would be easilybut constructed emergency situations. transportation: The shortest routeYork frominBrooklyn NewCalifornia. York to IrvineThere California a total of 2812.3 miles. Finding a suitable transportation that willYork be abledevelopment transportCalifornia the modules posesproject. its challenges. with these challengesusing the team will alsocalculations need to design that the tobe beable taken to apart and to fit the each section on each truck, whilethe being able tochallenges. maneuver somthat hitposter thethe east coast area; DURA team wanted tocomfortable not obstacles only design modern and comfortable home, also toinoblems. design a structure that would easily constructed situations. Three, The shortest from Brooklyn New toto Irvine is a total ofown 2812.3 Finding ainvolves suitable transportation company will transport theteam modules safely poses itsstrongest own with these challenges the team designofthe to be takenAlso apart andbeing to fit ae state to state. Our willDURA give anteam overview onwould how team plans tobe dealconstructed with these and thearesearch thateasily; helped us come up with solutions to these pr srms fromthat state to state. Ourhit poster will givecoast an overview how the teamteam plans to deal withtothese and the a that helped us come up withhome, solutionsbut to these oblems. recently the east area;aon the DURA wanted notobstacles only design modern and comfortable alsoprwhile to design a structure that would easily constructed emergency shortest route fromthat Brooklyn York to Irvine California a total of 2812.3 of miles. a suitable transportation be able to transport modules safely posesthe its team own challenges. Along these and challenges thefeasib team le will also need towould designbe theable house tothe be taken apart andDU to f hat varies from state to of state. Our poster will give an overview on the team plans toconstructed deal with these and the research that us come up withbe solutions to pr in oblems. ere assigned to the task constructing safe and stable house thathow would be able toresearch be and obstacles deconstructed easily; still helped maintaining its structural integrity onthese its trip from Brooklynsituations. New YorkThree, to Irvitransportation: ne California. The There are many factors need toNew be considered in the planningisand development the Finding DURA project. One the materialscompany involves that usingwill various calculations andthe comparative analyzing needs to select thewith strongest the most materials that to fit ascetics of the s)were thatassigned varies state tostorms state. Our on how the be team plans deal these obstacles and the research come up solutions to pr from oblems. to the task of constructing a will safe and stable house thatthe would able towanted betoconstructed and deconstructed easily; whilethat still helped maintaining its structural integrity onthese its trip New Yorkintoemergency Irvi ne California. There are transportation: many factors that to beroute considered in the planning and development of the is DURA Onemiles. the materials various calculations and will comparative needssafely to select theitsstrongest and the Along most feasib le materials that would be will ablealso to fitneed the to ascetics thehou D nspired by thefrom two major that poster recently hitgive the an eastoverview coast area; DURA team to with not only design a modern and comfortable home,usbut also to with design a structure that would beBrooklyn easily constructed situations. Three, Theneed shortest from Brooklyn New York to Irvine California a totalproject. of 2812.3 Finding ainvolves suitableusing transportation company that be able toanalyzing transportthe theteam modules poses own challenges. with these challenges the team designofthe n: Inspiredand by the twoobstacles) major storms that recently hit the east coast area; the wanted notthe only design a modern and comfortable home, also to design a structure that up would easily constructed emergency situations. Three, transportation: The shortest route from Brooklyn New York to Irvine California is a total of 2812.3 miles. Finding a suitable transportation company that will be able to transport the modules safely poses its own challenges. Along with these challenges the team will also need to design the ollbooths other that varies from state to state. Our poster willDURA give anteam overview onto how team plans to deal with these obstacles and but the research that helped us come withbe solutions to these pr in oblems. s, tollbooths and other obstacles) that varies from state to state. Our poster will give an overview on how the team plans to deal with these obstacles and the research that helped us come up with solutions to these pr oblems.

KITCHEN

INDOOR/OUTDOOR

Structural M odules Transport & Connections Structural M odul es Transport & Connecti ons ons [DU RA Sol ar Decathl onM 2015] Structural odul es Transport & Connecti

USE SOLAR PANELS URE

9' - 9"

INDOOR/OUTDOOR

[DU RA Decathl on 2015] [DUSol RAarSol ar Decathl on 2015]

BEDROOM

By Brian Roger M ason and M argarita Salas,Construction and Deconstruction

bstract

onday andcompetition. Deconstructi The Solar Decathlon is anConstructi intense nine To on task ofconstructing a safe and stable Professor A lexander A ptekar The Decathlon an intense nine day competition. To have the house upSolar and running in aistimely fashion will ssi a safe and stable tedgned easilto y,the w hitask le stiof llmconstructi aintainingngits N ew York C ity C ollege of Technology, Architectural help D epartm ent haveof the house andcomes running in a timely fashion will relieve some the stressupthat in competition. deconstructed easimly, w hi le stillthat m aintaining its end Cal ifornia.There are any factors help relieve some thewe stress thatneed comes For the team to accomplish this of task, would to in competition. wDUYork to Irvi neOCal forni There RA proj ect. neithe m a. ateri als,are usimngany factors that For theas team to accomplish this task,within we would need to construct the house quickly as possible; ideally lopmtoent RA project. nemthe m aterials,using eds selof ectthe theDU strongest andOthe ost Professor A lexander A ptekar UP construct the house quickly as possible; ideally within the first day. This requirement alsoascoincides with the door ng the sel ect the e DU RAteam hom needs e,w hilto e al so bei ngstrongest able to and the m ost Professor A day. lexander A ptekar N ew York C ity C ollege of Technology, Architectural D epartm the first This requirement also withent the door teams overall concept of the house being able to coincides be RESILIENT eructi asceti cs ofdeconstructi the DU RA hom e,Iwnspi hilered also onFIRST and on: bybeing able to FLOOR PLAN: N ew York C ity Cconstructed ollege very ofquickly Technology, Architectural D epartm ent teams overall concept of the house being able to be in emergency situations. Module des. Twteam o constructi deconstructi DU RA wSTRUCTURE antedon toand not onl y design aon:Inspired by Abstract on and Deconstructi on in emergency situations. Module constructed verythe quickly houses areConstructi quickly becoming preferred way of building coast area, DU RAslywteam w gned anted to notof onl y design re that w oulthe d be easi constructed intask The Solar Decathlon is an intense nine day competition. To tural /Transportati on team ere assi to the constructi ng aasafe and stable houses are quickly becoming houses in the construction field because thatpreferred reason. way of building C have the house up and running in a timely fashion willof the siwgn ad be structure that w oul d be y constructed inllm aintaining its oute Brookl yn New York toeasi Irvilne at oulfrom abl e to be constructed and deconstructed easily,w hile sti helprecent relieve some of the stress that comes in competition. houses in the construction tegri onon itscom trip from Brookl yn New to iforni a.There are m any factors that The super storms that hit the eastfield coastbecause area of that reason. :portati Thetyshortest route from ynIrvi New York to Irvine pany that wBrookl illYork be abl ene toCal C For the team to accomplish this task, we would need to onsidered in the planning and developm entofthe DU RA project.O ne the m aterials,using The recent as super can storms that hit the within east coast showed how someone’s home be taken away a area sui tabl eandtransportati on com pany lbe able to ith these chal lenges the team w ilthat lneeds alsowtoilsel construct the house as quickly lwcul ations com parati ve anal yzing the team ectthe strongestand the m ost B possible; ideally within Professor A lexander A ptekar how someone’s taken day. to replace those houses quickly one of away within a the Being first day.able Thisshowed requirement also coincides withhome the doorcanisbe lateri lti enges. Al ong w i th these chal l enges the team w i l l al so onalon each bei ng abl toDU RA hom e,w hile also being able to s that w oultruck, d be ablewtohi fil te the asceti cs ofethe N ew York C ity C ollegethe ofmain Technology, Architectural Dthose epartm ent Toquickly is one of A teams overall concept of the house being able be rk iforni a state bui ldi ng codes. Tw oto constructi on and red by day. for Being able to replace houses reasons the increase in to module homes. toand fitCal each secti on each truck, wstate. hileAbstract bei ngdeconstructi able to on:Inspi tri cti ons that vari eson from state illustrating modules constructed very quickly in emergency situations. Module orstorm s thatrecently hitthe eastcoastarea,the DU RA team w anted to notFloor onlyplan design a Constructi on and Deconstruction the mainthe reasons forway the increase inamodule To remedy this problem structural team created bolt homes. other travel restri cti ons that vari es from state to state. lndwcom ithfortabl thesee hom obstacl es and the research Abstract houses are quickly becoming the preferred of building e,butalso to design a structure thatw ould be easily constructed in Floor plan illustrating modules onday andcompetition. Deconstru The Solar Decathlon intense nine /Transportati onobstacl team s wesere gned to tasktoof constructi ng a safe and stable remedy this problem the structural team created a bolt is anConstructi connection that will be able toreason. allow a small crew houses in the system construction field because of that mythese ans toThree, deal w ith these andassi theB research sipl tuati ons. on: The shortest route from Brookl yn the New York Irvi ne oStructural probl emtransportati s. recenteach superconnection storms thatquickly hitsystem the east coast area The Decathlon an intense nine day the house upSolar and running in aistimely fashion will The /Transportati on team w ere gned to a safe and stable ith s athat total of mStructural ilabl es.Fi ng a sui ondeconstructed com spany thatassi w illbe able l to that will be able tohave allow a small crew toThe attach module and safely. As shown on the w 2812. oul d3to be endi to be constructed and easi y,the w hitask le stiof llmconstructi aintainingngits ise soluti ons these probl emtabl s.e transportati showed how someone’s home can be taken away within a e m odules safely poses its ow n challenges.Along w ith these challenges the team w illalso have the house andcomes running in a timely helpAsrelieve of the stressupthat in competitio toreplace attach each module quickly and safely. shownsome on the house that w oul d be abl e to be constructed and deconstructed easi l y, w hi l e sti l l m ai ntai ni ng i ts diagrams below, by placing the connections at certain ral i ntegri ty on i ts tri p from Brookl yn New York to I rvi ne Cal i forni a. There are m any factors that day. Being able to those houses quickly is one of sign the house to be taken apartand to fiteach section on each truck,w hile being able to help relieve some thewe stress thatneed comes For theatteam to accomplish this of task, would to below, by placing the connections certain structural integri ty on its tri p from Brookl yn New York to Irvi neOCal forni There the main reasonsdiagrams for the increase module homes. To areas it allows the house toinmaintain its structural stability, orough be consi deredtolilnbooths, the pl anni ngtravel and devel ent of RAtoproj ect. neithe m a. ateri als,are usimngany factors that overpasses, and other restri ctiopm ons that vari esthe fromDU state state. Abstract Floor plan illustrating modules Constructi on andthe Deconstructi onquickly remedy this problem thebe team ato bolt For theas team to accomplish task,within we w construct house as possible;this ideally w illcal givecul anneed overvi ew on the team plans deal wanni ithng these obstacl esneeds andopm theto research areas itstructural allows the created house maintain its structural stability, toand behow consi dered intothe pl ng and devel ent DU RA project. Othe nemthe m aterials,using while being able to constructed quickly. us ations com parati ve anal yzi the team selof ectthe the strongest and ost The Solar Decathlon is an intense nine day competition. To D The Structural /Transportati on team s w ere assi gned to the task of constructi ng a safe and stabl e connection system that will be able to allow a small crew thathelped us com e up w ith solutions to these problem s. the quickly as possible the first day.inThis requirement alsoascoincides with the do whilequickly beingand able toAsbeshown constructed quickly. vari cal ons and com parati ved be anal ngDU the needs sel ect the and the ible m ateri alsous that w cul oulati d be abl e tohouse fitthe asceti csabl ofeyzi the RAteam homand e,deconstructed w hilto e al so bei ng tollm ai have the house up and running aconstruct timely fashion willhouse to attach each module safely. on the that w oul to be constructed easi ly,strongest wabl hileesti ntaini ng im ts ost A first day. This requirement also help relieve some of the stress thatthe comes in competition. teams overall concept of the house being able to coincid be diagrams below, by placing the connections at certain structural integri ty on its tri p fromasceti Brookl yn New YorkDU to IRA rvinehom Cal iforni a. There are mbei anyng factors that feasi bl e m ateri al s that w oul d be abl e to fi t the cs of the e, w hi l e al so abl e to York and Cal i forni a state bui l di ng codes. Tw o constructi on and deconstructi on: I nspi red by Mew ateri al use. Selecting the right materials that For the team to constructed accomplish this task, wequickly would need to areas it allows the house to maintain its structural stability, need to consibui dered inng thecodes. planningTw opm entofon DU RAdeconstructi project.O ne the on: als,usi ng by teams overall concept of the house being very in emergency situations. Modu moneet New York and a be state ldi odevel constructi Inspi red ouilding m ajorstorm s that recentl yCal higiven tiforni the east coast area, the DU RAandteam w anted the toand not onl y design am ateri any house. Selecting the right materials construct the house as quickly as possible; ideally within acting the house at any time while being able to be constructed quickly. vari ous cal culations andthat com parative analyzing the team needs to selectthe strongestand the m ost constructed very quickly in emergency situ houses are quickly becoming the preferred way of build the tw o m aj or storm s that recentl y hi t the east coast area, the DU RA team w anted to not onl y desi gn a ern and com fortabl e hom e, but al so to desi gn a structure that w oul d be easi l y constructed i n the first day. This requirement also coincides with the door feasibl aterigiven als thatwtime ould be able to fitthe ascetics ofthe DU RA hom e,w hile also being able to that would bebe. acting on Mthe house ate many ucture would To select the right ateri al teams overall concept of the being able to be are quickly becoming houses in house the houses construction field because of the thatpreferred reason. m eet New York andshortest Cal iforni adesi state bui ng codes. Twthat o constructi on and deconstructi on:Inspirediby mteam odern andwould com fortabl ehouse. hom e, but al so to gn aldistructure w oul d be y constructed n rgency tuati ons.make Three, transportati on: The route from Brookl yn New York toeasi Irvilne design is si athe major component tothe building Selecting the right materials that he finished structure be.any To select the right o help correct constructed very quickly in emergency situations. Module the tw o acting m ajorstorm s that recentl y higiven tthe east coastarea,the DU RA team w anted to notonly design a houses in the construction The recent super storms that hit the eastfield coastbecause area o to withstand that would beng on the at The any emmany ergency si ons. Three, on: shortest route yn New York to Irvine orni aapplied is a(people, total 2812. 3tuati mteam iles. Fi ndi atransportati sui tabl ehouse transportati ontime com panyfrom thatwBrookl illbe abl e to houses are quickly becoming the preferred way of building oeetermining be toofforces/loads help the make the loads furniture, heavy m structure odern andcorrect com fortabl e hom e,but so to design a structure thatw ould be easi Dly constructed in how safe and stable the finished would be. To select thealright The recent super storms that hit the within east c showed how someone’s home can be taken away Cal i forni a i s a total of 2812. 3 m i l es. Fi ndi ng a sui tabl e transportati on com pany that w i l l be abl e to houses in the construction field because of that reason. ort the m odul es safel y poses i ts ow n chal l enges. Al ong w i th these chal l enges the team w i l l al so em ergency tuati ons.make Three, transportati loads), Liveconditions loadshave (people, furniture, heavy ead some of the need many different calculations tothat be applied toto help si the team the correct on:The shortestroute from Brooklyn New York to Irvine The recent superday. storms that hit the east coasthow areathose showed someone’s canisbe take Being able to replace houseshome quickly one of Framing ofeach the Cal a ito s a(people, ofn 2812. 3 ml ion les. Findi ngong amodules sui tabl eastransportati on pany thatwteam illbe abl ADAPTABLE transport the odul es safel yiforni poses itotal tstneed ow chal enges. Al w ith these lcom enges the w ielltoalso to desi gn the house tomof be taken apart and fi each secti on truck, wa whole hile chal bei ng abl e to Variables such as gravity loads (dead loads), Live loads furniture, heavy uake, etc.) are some the conditions that to with these calculations the team showed how someone’s home can be taken away within a transport the mofodul esconditions safely poses itsneed ow n chal lenges. Alongofwthe ith modules these chal enges the team w illalso STRUCTURE ADAPTABLE day. for Being to replace thosehomes. housesTo qu Framing aslw a whole the main reasons theisable increase in module , etc.), lateral loads (wind, earthquake, etc.) are some the that to need to desi gn the house to be taken apart and to fi t each secti on on each truck, hi l e bei ng abl e to ver through overpasses, tol l booths, and other travel restri cti ons that vari es from state to state. day. Being able to replace those houses quickly one of Framing of the modules as a whole ADAPTABLE s. for Toclasses. helpmaking us We with these calculations the Floor plan illustrating modules erial a need basic to desi gnteam the house to bethe taken apartand to fiteach section on each truck,w hile being able to ed when theconstructed selections. To help us with these calculations team the main reasons increase remedy this problem the structural team createdinamodu bolt STRUCTURE STRUCTURE the main reasons for the increase in module homes. To for the aneuver through overpasses, tol lbooths, and other restri cties ons that es from tostate. state. oster wand ilmlwith gi ve an ew on how the team plans toconstructed deal wlbooths, ithatravel these obstacl and research m constructed aneuver through overpasses, tol and other travel restri ctithe onsvari that vari es fromstate state to Floor plan illustrating modules ngth We aWe basic Floor plan illustrating modules to what wematerial learned in classes. our strength and material classes. basic sck along theovervi equations needed for remedy this problem the structural team created a problem bolt remedy this structural team c O ur poster w i l l gi ve an overvi ew on how the team pl ans to deal w i th these obstacl es and the research connection system that will be ablethe to allow a small crew O ur poster w i l l gi ve an overvi ew on how the team pl ans to deal w i th these obstacl es and the research that hel ped us com e up w i th sol uti ons to these probl em s. t thatto incorporates manywith different along with the equations needed for erent variables along thevariables equations needed for ven us by thethe design team we connection system that will be able to allow a small crew that helped us com e up w ith solutions to these problem s. connection system that will be able to on allot an informed decision. Using the dimensions given to us us by the design team weuti to attach each module quickly and safely. As shown that hel ped com e up w i th sol ons to these probl em s. to attach each module quickly and safely. As shown on the dimensions given to us by the design team we s would best and andwould react best and extremes and fferent loadreact combinations to seeextremes what materials to attach eachthe module quickly at and safely. A below, by placing connections certain diagrams below,diagrams by placing the connections at certain conditions. Below awould sample spreadsheet the basic step-by-step what materials react bestshowing and extremes and wing the basicisstep-by-step areas it allows the houseittoallows maintain its structural stability, diagrams below, by placing the connection areas the house to maintain its structural stabil seadsheet that guided showing us on choosing the right material for the DURA home. the basic step-by-step for the DURA home. while being able to be constructed quickly. areas it allows the house to maintain its st while being able to be constructed quickly. right material for the DURA home. M aterial while being able to be constructed quickly Connection of roof system Structural M design is aal major component to building any house. Selecting the right materials that ateri

By Brian Roger M ason and M argarita Salas, By Brian Roger M ason and M argarita Salas, Structural M odules Transport & Connections [DU RA Solar Decathlon 2015]

The Structural/Transportation teams were assigned to the task of constructing a safe and stable house that would be able to be constructed and deconstructed easily; while still maintaining its structural integrity on its trip from Brooklyn New York to Irvi ne California. There are many factors that need to be considered in the planning and development of the DURA project. One the materials involves using various calculations and comparative analyzing the team needs to select the strongest and the most feasib le materials that would be able to fit the ascetics of the DURA home. Also while being able to meet New York and California state building codes. The Structural/Transportation teamsInspired were assigned to the taskstorms of constructing a safe house thatthe would be able be constructed and deconstructed while still maintaining its structural on that its trip frombeBrooklyn New Yorkintoemergency Irvi ne California. There are transportation: many factors that to beroute considered in the planning and development of the is DURA Onemiles. the materials various calculations and will comparative needssafely to select theitsstrongest and the Along most feasib le materials that would be will ablealso to fitneed the to ascetics thehouse DURA home. while meet New York and while California codes. Two construction and deconstruction: by the two major that recently hitand the stable east coast area; DURA teamtowanted to not only design a modern easily; and comfortable home, but also to designintegrity a structure would easily constructed situations. Three, Theneed shortest from Brooklyn New York to Irvine California a totalproject. of 2812.3 Finding ainvolves suitableusing transportation company that be able toanalyzing transportthe theteam modules poses own challenges. with these challenges the team designofthe to be takenAlso apart andbeing to fit able eachto section on each truck, beingstate able building to maneuver Two construction and deconstruction: Inspiredand by the twoobstacles) major storms that recently hit the east coast area; the wanted notthe only design a modern and comfortable home, also to design a structure that up would easily constructed emergency situations. Three, transportation: The shortest route from Brooklyn New York to Irvine California is a total of 2812.3 miles. Finding a suitable transportation company that will be able to transport the modules safely poses its own challenges. Along with these challenges the team will also need to design the house to be taken apart and to fit each section on each truck, while being able to maneuver through travel restrictions (overpasses, tollbooths other that varies from state to state. Our poster willDURA give anteam overview onto how team plans to deal with these obstacles and but the research that helped us come withbe solutions to these pr in oblems. through travel restrictions (overpasses, tollbooths and other obstacles) that varies from state to state. Our poster will give an overview on how the team plans to deal with these obstacles and the research that helped us come up with solutions to these pr oblems.

HOUSE MODULES STRUCTURE MODULES

MODULES

By Brian Roger M ason and M argarita Salas,

will be able to withstand many would be acting on the house at any given time M forces/loads ateri al that the ural design is a major component to building any house. Selecting right materials that is vital in UNITS: determining how safe and stable the finished structure would be. To select the right STRUCTURE OF MODULAR Structural is a major component tocalculations building any house. Selecting the e able to withstanddesign many forces/loads thatdifferent would be actinghave ontothe house any timematerials materials many be applied toat help thegiven teamright make the correct that decisions. Variables such as gravity (dead loads furniture, will be able withstand many forces/loads that loads would beloads), acting on the(people, house at anyheavy given time in determining howtosafe and stable the finished structure would be. ToLive select the right equipment, lateral loads earthquake, etc.) arewould ofbe. the To conditions to is vital in determining safe and stable the finished structure selectthat theneed right ials many different calculationshow have to etc.), be applied to (wind, help the team make some the correct

ASSEMBLED ASSEMBLED

ASSEMBL

Connection of roof system