Kevin Atkinson - Architecture and Design Portfolio 2021

selected works

kevin atkinson

OZANAM INN fall 2016 | Albert and Tina Small Center

photo credit: hannah bahney

An exercise in collaborative design-build, a new canopy for a men’s homeless shelter in downtown New Orleans shelters occupants from rain while keeping their bags dry from runoff on a raised deck which includes new high-backed seating. The new design replaces a dark and rusty canopy and dilapidated benches with a more dignified, bright, and uplifting space as occupants await meals.

triangulated structure

canopy structure

column system

composite

polycarbonate & pocket park

50”

arm structure modularity

38”

50”

34”

38”

seating variations

seating alone

seating & decking

decking alone

34”

ARTIST STUDIOS 2016 | MOSA Design + Fabrication

These complementary artist studios for a composer and artist couple take their cues from surrounding property lines and the orientation of the setting sun. Custom fabricated windows were designed and made on-site, and a unifying deck allows a space to congregate for guests.

CL ARET WINE BAR

FR EEL AN C E R EN D ER I N G AN D AR C H ITEC TU R AL D R AWI N G S

This project involved an interior buildout of a new wine bar on Magazine Street in New Orleans, by crg architecture. Services provided included 3D modelling and photoshop renderings.

Elevation courtesy of Bell Architecture.

summer 2018 | crg architecture completed fall 2019

photos courtesy of crg architecture

45 HEMMER ROAD

metamechanics, fall 2020

A prototype for a series of minimalist cabins in the Catskills, this design offers a retreat from the city and connection to nature through it’s large floor to ceiling windows, understated design, and natural materials. Slated to be construction in Summer 2021.

2 SIDE ELEVATION #2 A-600 SCALE: 1/4" = 1'-0"

ROOF + 22'-5"

ROOF + 22'-5"

2'

NEW JERSEY OFFICE MATAWAN, NJ TEL.: 212.939.6215 CELL: 917.202.5411

ROOF + 22'-5"

FAX.:917.210.3183 PROPOSED SKYLIGHT

WWW.METAMECHANICS.COM PROPOSED TIN ROOF, BLACK FINISH

02-02

02-03

2ND FLOOR + 10'-0"

2ND FLOOR + 10'-0"

FOR BID FOR FILING FOR PRICING FOR PRICING FOR REVIEW FOR REVIEW

PROPOSED VERTICAL CEDAR WOOD SIDING

CELLAR S.O.G. -6'-10"

2 FRONT ELEVATION A-601 SCALE: 1/4" = 1'-0"

PROPOSED METAL ROOF, TO BE SELECTED, ON 15# BLDG.PAPER ON MIN. 5/8" CDX OR PLYWOOD SHEATHING SEE PLAN FOR JOISTS SIZES RAFT-R-MATE 16 BY "OWENS CORNING" AT EACH TRUSS BAY 1/2" CDX SHEATING (2) 2"X4" CONT. BLOCKING

ROOF + 22'-5"

TJI JOISTS, SEE PLANS WITH R-30 BATT INSULATION

3'-6" A.F.F.

6'-10" PROPOSED METAL ROOF, TO BE SELECTED, ON 15# BLDG.PAPER ON MIN. 5/8" CDX OR PLYWOOD SHEATHING SEE PLAN FOR JOISTS SIZES RAFT-R-MATE 16 BY "OWENS CORNING" AT EACH TRUSS BAY 1/2" CDX SHEATING

PROPOSED GUTTER TO MATCH EXISTING

DATE

PROPOSED SIDING OVER 3/4" FOAMULAR RIGID INSULATION OVER DUPONT TYVEK HOMEWRAP OR EQUAL OVER 1/2"

SEE SHEETS A-300

SEE SHEETS A-300

JOISTS, SEE PLANS WITH R-30 BATT INSULATION

WEYERHAUSER 1 1/8" TJ RIM BOARD, OR EQUAL

WD-2

2" X 10"

SEE SHEETS A-300

SEE SHEETS A-300

3"

3"

1'

1'

49'-0 1/2"

2 TYP. WALL SECTION - FOUNDATION OPTION A-800 SCALE: 1/4" = 1'-0"

REVIEWED BY CT PAGE 9 OF 10

25'-3 3/4" 26'-8"

X

1 TYP. WALL SECTION - FOUNDATION OPTION A-800 SCALE: 1/4" = 1'-0"

SCALE AS SHOWN DRAWN BY SK

PATIO

#5 REBAR @48" VERTICAL, 3,000 PSI

SHEET

25'-4" 01-05

REINFORCED CONCRETE FOOTING WITH (2) #5 REBAR @ 60" EACH WAY, 3,000 PSI

2'

20'-3"

1'

2 PROPOSED FOUNDATION PLAN A-200 SCALE: 1/4" = 1'-0"

3'

PATIO

PATIO

REINFORCED CONCRETE FOOTING WITH (3) #5 REBAR @ 60" EACH WAY, 3,000 PSI

A-800.00

24'-8"

2 PROPOSED PLAN AT 2ND FLOOR A-201 SCALE: 1/4" = 1'-0"

01-09

TITLE

4" DRAIN TILE SET-IN GRAVEL, DRAIN TO LOWEST POINT REAR YARD

TJI 11 7/8"-110 @ 16" O.C.

SLEEPING LOFT 02-01

2'

10'-7 1/2"

WD-2

BEDROOM 01-09

01-08

CL.

CL.

1.0

1.1

01-14 PARGE/GROUT CREATE SLIGHT SLOPE

1'

01-03

01-07

4 5 6 7

01-13

WD-2

11'-9 1/2"

TYIPCAL DETAILS

TREMCO: TREMDRAIN, PROTECTION BOARD AND DRAINAGE MAT OVER WATERPROOFING MEMBRANE OVER PARGED BLOCK WALL

PROPOSED _ 5 1/4" X 11 7/8"_ DROPPED (ABOVE)

3'-4"

1.0

3

1.1 7'-6"

9'-9"

01-04

01-06

DATE

1 2

01-12

MASTER BATHROOM 01-08

2" FOAMULAR RIGID INSULATION, R-10

4" CONC. SLAB W/ 6 X 6 W1.4/W1.4 OVER 6 MIL POLY OVER 6" GRAVEL

X

19'-4"

6'-1" 5' 1.1

3

HALL 01-10

1.1

ISSUED

10" CONC. FOUNDATION WALL, #4 REBAR @48" O.C. VERTICAL, #4 REBAR HORIZONTAL CONT. 24" O,C.

2'

46'-0 1/2"

3'

1 2

WD-2 01-10

4 5 6 7

8

BATHROOM 1.2 01-05

1.1W

D

MASTER BEDROOM 01-07

SLOPE GRADE AWAY

A-800

2'-5"

1.1

19

18

01-11

1.0

01-01

CONT. GALV. FLASHING

2"

3'

5'

02.24.21 02.16.21 01.12.21

(2) TREATED SILL PLATES ANCHORED WITH 1/2" STEEL ANCHOR BOLTS AT 48" O.C.

9'-9"

1 PROPOSED PLAN AT 1ST FLOOR A-200 SCALE: 1/4" = 1'-0"

4" DRAIN TILE SET-IN GRAVEL, DRAIN TO LOWEST POINT REAR YARD

1 PROPOSED ROOF PLAN A-201 SCALE: 1/4" = 1'-0"

TREMCO: TREMDRAIN, PROTECTION BOARD AND DRAINAGE MAT OVER WATERPROOFING MEMBRANE OVER PARGED BLOCK WALL PARGE/GROUT CREATE SLIGHT SLOPE

13 14 15

JOISTS, SEE PLANS WITH R-30 BATT INSULATION

FOR BID FOR FILING

8' FOR PRICING

WEYERHAUSER 1 1/8" TJ RIM BOARD, OR EQUAL

(2) TREATED SILL PLATES ANCHORED WITH 1/2" STEEL ANCHOR BOLTS AT 48" O.C.

2"

6'-6" WD-2

01-01

2'-6"

12" CMU BLOCK WITH SOLID CMU CAP, HORIZONTAL REINFORCEMENT EVERY OTHER COURSE

2" SLAB, 2,500 PSI OVER 6 MIL OVER 4" GRAVEL

9

1/2" GYPSUM WALLBOARD

WEYERHAUSER 1 1/8" TJ RIM BOARD, OR EQUAL

2'

2"X6" WD STUDS @ 16" O.C. WITH R-19 BATT INSULATION

LAUNDRY 1.1 01-06

FOYER 01-01

TJI JOISTS, SEE PLANS WITH R-30 BATT INSULATION

CONT. GALV. FLASHING

#4 REBAR @ 48" O.C., FILL CMU BLOCKING AT REBAR SOLID WITH GROUT

STORAGE/ UTILITY RM. 01-04

01-02

01-02

1/2" GYPSUM WALLBOARD

2" FOAMULAR RIGID INSULATION, R-10

11 12

DISH WASHER UNDER COUNTER

INTERIOR WOOD TRIM AT SILL, JAMB, SILL, TBD

CONT. INSULATION (Ci) = 4.00 CAVITY INSULATION (Ca) = 19.00

SLOPE GRADE AWAY

10

16

20.46

01-03

BUILDING PAPER: .61 1/2" GYP. BD: .45 1/2" PLYWOOD SHEATHING: .62 R-19 BATT-INSULATION: 19.00 SIDING: .61 TOTAL R-VALUE:

2" X 10" @ 16" O.C.

18'-8"

X-X

SIDING TRIM BOARD, @ 16"TBD O.C.

PROPOSED WINDOWS (SEE PLANS AND WINDOW SCHEDULE)

SINGLE FAMILY RESIDENTIAL SHALL BE IN CONFORMANCE WITH INTERNATIONAL ENERGY CONSERVATION CODE/2018 (LOW-RISE RESIDENTIAL) EXTERIOR WALL ASSEMBLY: EXTERIOR AIR FILM: .17 3/4" CONT. RIGID INS.: 4.00

2"X6" WD STUDS @ 16" O.C. WITH R-19 BATT INSULATION

KITCHEN 01-02

WOOD HEADER (SEE PLANS AND WINDOW SCHEDULE), FILL REMAINING SPACE WITH BATT INSULATION

SIDING TRIM BOARD, TBD

20.46

01-05

PROPOSED SIDING OVER 3/4" FOAMULAR RIGID INSULATION OVER DUPONT TYVEK HOMEWRAP OR EQUAL OVER 1/2" CDX

WOOD HEADER (SEE PLANS AND WINDOW SCHEDULE), FILL REMAINING SPACE WITH BATT INSULATION

OPEN TO BELOW

1/2" GYPSUM WALLBOARD AT CEILING

8'-8"

WEYERHAUSER 1 1/8" TJ RIM BOARD, OR EQUAL

PROPOSED SIDING OVER 3/4" FOAMULAR RIGID INSULATION OVER DUPONT TYVEK HOMEWRAP OR EQUAL OVER 1/2" CDX

INTERIOR WOOD TRIM AT SILL, JAMB, SILL, TBD

LIVING/DINING 01-03

1/2" GYPSUM WALLBOARD

TJI JOISTS, SEE PLANS WITH R-30 BATT INSULATION

PROPOSED WINDOWS (SEE PLANS AND WINDOW SCHEDULE)

7'-3"

2"X6" WD STUDS @ 16" O.C. WITH R-19 BATT INSULATION

REVIEWED BY CT PAGE 8 OF 10

1/2" GYPSUM WALLBOARD AT CEILING

CONT. INSULATION (Ci) = 4.00 CAVITY INSULATION (Ca) = 19.00

PATIO

01-06

PROPOSED WOOD FLOOR OVER 1/2" CDX SHEATHING INTERIOR WOOD TRIM AT SILL, JAMB, SILL, TBD

SHEET

17

1/2" GYPSUM WALLBOARD

01-05

TITLE

A-601.00

01-04

1 REAR ELEVATION A-601 SCALE: 1/4" = 1'-0"

PROPOSED WINDOWS (SEE PLANS AND WINDOW SCHEDULE)

PROPOSED ELEVATIONS 2 OF 2

SCALE AS SHOWN DRAWN BY SK

2"X6" WD STUDS @ 16" O.C. WITH R-19 BATT INSULATION

TOTAL R-VALUE:

PATIO

PATIO

26'-8"

PROPOSED WOOD FLOOR OVER 1/2" CDX SHEATHING

EXTERIOR WALL ASSEMBLY: EXTERIOR AIR FILM: .17 3/4" CONT. RIGID INS.: 4.00

WWW.METAMECHANICS.COM

SIDING TRIM BOARD, TBD

INTERIOR WOOD TRIM AT SILL, JAMB, SILL, TBD

BUILDING PAPER: .61 1/2" GYP. BD: .45 1/2" PLYWOOD SHEATHING: .62 R-19 BATT-INSULATION: 19.00 SIDING: .61

JOISTS, SEE PLANS WITH R-38 BATT INSULATION CONT. PERFORATED STAINLESS STEEL VENT

WOOD HEADER (SEE PLANS AND WINDOW SCHEDULE), FILL REMAINING SPACE WITH BATT INSULATION

PROPOSED WINDOWS (SEE PLANS AND WINDOW SCHEDULE)

SINGLE FAMILY RESIDENTIAL SHALL BE IN CONFORMANCE WITH INTERNATIONAL ENERGY CONSERVATION CODE/2018 (LOW-RISE RESIDENTIAL)

D

REVIEWED BY CT PAGE 7 OF 10

PROPOSED SIDING OVER 3/4" FOAMULAR RIGID INSULATION OVER DUPONT TYVEK HOMEWRAP OR EQUAL OVER 1/2"

01-03

SIDING TRIM BOARD, TBD

CELLAR S.O.G. -6'-10"

S

1 REAR ELEVATION A-601 SCALE: 1/4" = 1'-0"

SHEET

1/2" GYPSUM WALLBOARD AT CEILING

WOOD HEADER (SEE PLANS AND WINDOW SCHEDULE), FILL REMAINING SPACE WITH BATT INSULATION

1ST FLOOR +/- 0'-0" (EL. +1470)

TITLE

SCALE AS SHOWN DRAWN BY SK

WEYERHAUSER 1 1/8" TJ RIM BOARD, OR EQUAL

1/2" GYPSUM WALLBOARD AT CEILING

01-02

1 SIDE ELEVATION #1 A-600 SCALE: 1/4" = 1'-0"

TEL.: 212.939.6215 CELL: 917.202.5411 FAX.:917.210.3183

BLOCK EACH SIDE OF TJI AND INSTALL FLUSH SIDE OF THE RAFTER MEETING TJI WITH SIMPSON STRONG-TIE: TRUSS CONNECTOR PLATE, MIN. SIZE 6"X6"

WEYERHAUSER 1 1/8" TJ RIM BOARD, OR EQUAL

PROPOSED VERTICAL CEDAR WOOD SIDING

PROPOSED ELEVATIONS 1 OF 2

NEW JERSEY OFFICE MATAWAN, NJ

(2) 2"X4" CONT. BLOCKING

02.24.21 02.16.21 01.20.21 01.12.21 12.20.20 12.15.20

ISSUED

CONT. PERFORATED STAINLESS STEEL VENT

2ND FLOOR + 10'-0"

1ST FLOOR +/- 0'-0" (EL. +1470)

CELLAR S.O.G. -6'-10"

ARCHITECT: CHRIS TEETER, RA LICENSED ARCHITECT IN: CT, FL, MI, NJ, NY, PA 242 WEST 27TH STREET SUITE 4B NEW YORK, NY 10001

SIMPSON STRONG-TIE: H1, IF REQUIRED

FOR BID FOR FILING FOR PRICING FOR PRICING FOR REVIEW FOR REVIEW

01-03

A-600.00

SIMPSON STRONG-TIE: H1, IF REQUIRED

BLOCK EACH SIDE OF TJI AND INSTALL FLUSH SIDE OF THE 02-01 RAFTER MEETING TJI WITH SIMPSON STRONG-TIE: TRUSS CONNECTOR PLATE, MIN. SIZE 6"X6"

ORNING"

01-02

01-05

PROPOSED HOUSE AT 47 HEMMER ROAD JEFFERSONVILLE, NY 12748

R

DATE

PROPOSED VERTICAL CEDAR WOOD SIDING

01-04

3'-6" BELOW GRADE

6'-10"

1ST FLOOR +/- 0'-0" (EL. +1470)

CELLAR S.O.G. -6'-10"

01-03

PROPOSED HOUSE AT 47 HEMMER ROAD JEFFERSONVILLE, NY 12748

1ST FLOOR +/- 0'-0" (EL. +1470)

F F F F F F

02.24.21 02.16.21 01.20.21 01.12.21 12.20.20 12.15.20

ISSUED

01-06 PROPOSED SLIDING DOORS

2 FRONT ELEVATION A-601 SCALE: 1/4" = 1'-0"

02-01

02-04

2ND FLOOR + 10'-0"

PLANS

NS

ARCHITECT: CHRIS TEETER, RA LICENSED ARCHITECT IN: CT, FL, MI, NJ, NY, PA 242 WEST 27TH STREET SUITE 4B NEW YORK, NY 10001

PROPOSED H 47 HEMMER JEFFERSONVILL

-6'-10"

1.

P

A D M B

E T M

GE

2.

F S

A

4.

3.

5.

C

P C

C M

6.

8.

T F N R W

7.

9.

10. T O

11. T S

12. O C

13.

14. O O

15. P D

16. P F

17. O

18. G

NEW ORLEANS CITY HALL & WATER PLAN spring 2016

A new urbanist approach to new orleans’ city hall engages the pedestrian scale while maintaining the integrity of the original design’s monolithic intent. A generous covered porch based on New Orleans’ porch culture operates as public market and protest space, while the adjacent park and canals bring the wetland ecology of southeastern Louisiana into an urban context, helping to mitigate flooding and increase the occupant’s perception of the surrounding environment.

BROOME ST DEVELOPMENT Dattner Architects 2019, est. completion 2022

This mixed use development in the Lower East Side will incorporate the offices for the Chinese American Planning Council, space for numerous retail storefronts, and 488 residential units across two buildings. The Suffolk Street building will rise at 30 stories and incorporate 373 units with 25% set aside at 60% of the area median income, including over 30 microunits. The Norfolk Street building will incorporate 115 units, all Affordable Independent Residences for Seniors, as well as space for the new Beth Hamedrash Hagadol that incorporates the ruins of the previous synagogue, which was heavily damaged in a fire.

Overall, 40% of the units will be below market rate housing.

Typical Floor Plan

Ground Floor Plan

East Elevation

North Elevation

Aquatectonic

Lothrop Associates LLP Architects 333 Westchester Avenue White Plains, NY 10604 (914)-741-1115

3

4

5

A-301

A-301

A-301

GFRC FRAME, SEE SHEET A-310, TYP

METAL BUILDING NUMBER SIGNAGE, TYP

Flr 01 - Finish Floor 2" Flr 01 0" REVOLVING DOOR, CLEAR GLASS, TYP

PRECAST CONCRETE, TYP

2 / A-300

STONE PLANTER BASE, TYP

1' - 4 3/8"

10"

1' - 5"

1" IGU, FRITTED GLASS, TYP

PLANTER, PROVIDE IRRIGATION AND DRAINAGE SYSTEM, TYP

REVOLVING DOOR, TYP

STONE PLANTER BASE, TYP Flr 01 - Finish Floor 2" Flr 01 0"

1' - 6"

Flr 01 - Finish Floor 2" Flr 01 0"

Flr 01 - Finish Floor 2" Flr 01 0"

3 / A-303

4" REVEAL

SUFFOLK ENTRY AND STOREFRONT - ELEV.

2

ALUMINUM STOREFRONT SYSTEM, BRONZE FINISH, TYP

1" IGU, CLEAR GLASS, TYP

ALUMINUM STOREFRONT SYSTEM, BRONZE FINISH, TYP

Flr 02 17' - 0"

PRECAST CONCRETE, TYP PRECAST CONCRETE, TYP

METAL PANEL DOOR, FINISH TO MATCH STOREFRONT, TYP

9' - 1 1/4"

9' - 1 1/4"

9' - 1 1/4"

METAL PANEL DOOR, FINISH TO MATCH STOREFRONT, TYP

° 149.95

METAL PANEL, FINISH TO MATCH STOREFRONT, TYP

15' - 6 1/2"

METAL PANEL, FINISH TO MATCH STOREFRONT, TYP

BRICK, TYP

Flr 02 17' - 0" BRICK, TYP

PRECAST CONCRETE, TYP

1" IGU, FRITTED GLASS, TYP

3' - 1 1/2"

10"

GFRC FRAME, SEE SHEET A-310, TYP

Flr 02 17' - 0" BRICK, TYP

5' - 3 5/8"

3' - 3 3/4" 1' - 8 7/8" 5' - 3 3/4"

2' - 7"

Flr 02 17' - 0" ENTRANCE SIGNAGE CASE INTO CONCRETE

1' - 4 1/4"

10"

BRICK, TYP

1' - 2" REVEAL

C

3

1/4" = 1'-0"

EGRESS / PACKAGE ENTRY - SECTION

4

1/4" = 1'-0"

SUFFOLK PLANTER - SECTION

5

1/4" = 1'-0"

SUFFOLK ENTRY - SECTION 1/4" = 1'-0"

D

100% DD

Key Plan:

45 DEGREE STOREFRONT CONER CAP, TYP

4

3

5

6

4' - 10 9/16"

2'

BROOME STREET DEVELOPMENT

45° ø 8' - 0"

5' - 0 5/8"

45°

2'

4' - 10 9/16"

0

7/8

2'

"

-0

7/8

97

PLANTER, PROVIDE IRRIGATION AND DRAINAGE SYSTEM, TYP

1 / A-300

SUFFOLK BUILDING

SUFFOLK ST

N Block 346, Lot 37 & 75

New York, NY

PREFINISHED METAL COPING, TYP.

PREFINISHED METAL COPING, TYP.

Key Plan

4' - 10 9/16"

1" IGU, FRITTED GLASS, TYP

2 A-301

PRECAST CONCRETE, TYP

Flr 04 42' - 0"

Flr 04 42' - 0"

Flr 04 42' - 0"

BRICK CLADDING PANEL ON CMU BACK UP WITH SEMI-RIGID INSULATION

1 / A-303

BRICK CLADDING PANEL ON CMU BACK UP WITH SEMI-RIGID INSULATION

© 2017 Dattner Architects D.P.C.

GO Broome LLC

Storefront & Entry Details - Suffolk

432 Park Avenue South, 2nd Floor New YOrk, NY 10016

BRICK REVEAL, ONE WYTHE WIDE, TYP

ALUMINUM STOREFRONT SYSTEM, BRONZE FINISH, TYP

STONE PLANTER BASE, TYP

PREFINISHED ALUMINUM GUARDRAIL WITH TEMPERED GLASS AT 42" AFF.

PREFINISHED ALUMINUM GUARDRAIL WITH TEMPERED GLASS AT 42" AFF.

"

.6 1°

9"

1" IGU, CLEAR GLASS, TYP

45°

18' - 9"

8' - 5 9/16"

METAL PANEL DOORS, FINISH TO MATCH STOREFRONT, TYP

A

BRICK PIER, TYP

SUFFOLK ENTRY AND STOREFRONT

1

Date

1/4" = 1'-0"

Drawn By Flr 03 29' - 0"

Flr 03 29' - 0"

ALUMINUM PLATE SPANDREL WITH SEMIRIGID INSULATION ON METAL FRAME SYSTEM

Flr 03 29' - 0"

ALUMINUM PLATE SPANDREL WITH SEMIRIGID INSULATION ON METAL FRAME SYSTEM

ALUMINUM PLATE SPANDREL WITH SEMIRIGID INSULATION ON METAL FRAME SYSTEM

Structural Engineers / Facade Consultant

DeSimone Consulting Engineers

2

Facade Details

WINDOW WALL SYSTEM WITH OPERABLE LITE, TYP 4

3

Mechanical/Electrical/Plumbing Engineers WINDOW WALL SYSTEM WITH OPERABLE LITE, TYP

Ettinger Engineering Associates

5

B Flr 02 17' - 0"

Flr 02 17' - 0"

BRICK, TYP

6

505 8th Avenue, 24th Floor New York, NY 10018

GFRC CLADDING PANEL ON BACK PAN WITH SEMIRIGID INSULATION

Interior Designer

JG Neukomm Architecture Flr 02 17' - 0"

62 William Street, 7th Floor New York, NY 10005

Geotechnical / SOE Engineer

BRICK, TYP

BRICK, TYP

ALUMINUM STOREFRONT, BRONZE FINISH, TYP

ALUMINUM STOREFRONT, BRONZE FINISH, TYP

1" IGU, CLEAR GLASS, TYP

1" IGU, CLEAR GLASS, TYP

Langan

360 West 31st Street, 8th Floor New York, NY 10001-2727 ALUMINUM STOREFRONT, BRONZE FINISH, TYP 1" IGU, CLEAR GLASS, TYP

5

Pool Consultant

Aquatectonic

Lothrop Associates LLP Architects 333 Westchester Avenue White Plains, NY 10604 (914)-741-1115

A-300 STOREFRONT DOOR, TYP

CPC ENTRY VESTIBULE

STONE BASE, (8" MIN - 10" MAX), TYP

STONE BASE, (8" MIN - 10" MAX), TYP

Flr 01 - CPC - Finish Floor 1' - 1" Flr 01 - CPC 1' - 0"

2

BRICK PIER, TYP

PROPERTY LINE, TYP

GFRC FRAME, TYP

ALUMINUM STOREFRONT SYSTEM, BRONZE FINISH, TYP

A-300

Flr 01 - CPC - Finish Floor 1' - 1"

Flr 01 - CPC - Finish Floor 1' - 1"

Flr 01 - CPC 1' - 0"

Flr 01 - CPC 1' - 0"

1 / A-301

1" IGU, CLEAR GLASS, TYP

CPC ENTRY AND STOREFRONT

7

1/4" = 1'-0"

CPC STOREFRONT - BOH ENTRY 1/4" = 1'-0"

6

CPC STOREFRONT - BRICK SECTION 1/4" = 1'-0"

4

CPC STOREFRONT - BRICK/GFRC SECTION 1/4" = 1'-0"

C

7

3

4

A-300

A-300

A-300

6 A-300

METAL COPING, FINISH TO MATCH STOREFRONT,TYP

GFRC FRAME,TYP

METAL COPING, MATCH STOREFRONT FINISH, TYP

METAL COPING, MATCH STOREFRONT FINISH, TYP

4" REVEAL

BRICK, TYP Flr 04 42' - 0"

Flr 04 42' - 0"

5"

6"

Flr 04 42' - 0"

GFRC FRAME, TYP

2"

18' - 11 13/16" 4' - 7 15/16"

4' - 7 15/16"

4' - 7 15/16"2"

ALUMINUM CURTAINWALL SYSTEM, BRONZE FINISH, TYP

9' - 1"

2"4' - 7 15/16"

METAL FRAME, MATCH STOREFRONT FINISH, TYP

ALUMINUM PLATE SPANDREL WITH SEMIRIGID INSULATION ON METAL FRAME SYSTEM

2' - 8"

23' - 2 3/16"

ALUMINUM CURTAINWALL SYSTEM, BRONZE FINISH, TYP

ALUMINUM PLATE SPANDREL WITH SEMIRIGID INSULATION ON METAL FRAME SYSTEM

Flr 03 29' - 0"

1" IGU, CLEAR GLASS, TYP

Flr 03 29' - 0"

Flr 03 29' - 0"

GLASS SHADOW BOX, TYP

D 9' - 1"

GLASS SHADOW BOX, TYP GFRC FRAME, SEE SHEET A-310,TYP

Revisions

5' - 7 5/8"

5' - 7 5/8"

4' - 0"

7' - 11 3/8"

3' - 0 3/4"

4' - 0"

E

8' - 4 15/16"

1" IGU, CLEAR GLASS,TYP

STONE BASE, (8" MIN - 10" MAX), TYP

2

10" 2' - 0"

2' - 6 9/16"

4' - 0"

BRICK, TYP

18' - 11 13/16" 6"

6"

4' - 2" 4" REVEAL

22' - 6 9/16"

CPC SIGNAGE,TYP

2 / A-301

CPC ENTRY / STOREFRONT - EAST ELEV.

5

1/4" = 1'-0"

NORFOLK ST

ALUMINUM STOREFRONT VESTIBULE, BRONZE FINISH, TYP

ALUMINUM STOREFRONT SYSTEM, BRONZE FINISH, TYP

SUFFOLK ST 1" IGU, CLEAR GLASS, TYP

1" IGU, CLEAR GLASS, TYP GFRC FRAME BEYOND, TYP

Flr 01 - CPC - Finish Floor 1' - 1" Flr 01 - CPC 1' - 0"

100% DD

Key Plan:

6' - 0" 6' - 0"

ALUMINUM STOREFRONT SYSTEM, BRONZE FINISH, TYP

4' - 2" 4" REVEAL

5' - 7 5/8"

Issue:

Flr 01 - CPC - Finish Floor 1' - 1" Flr 01 - CPC 1' - 0"

Flr 01 - CPC - Finish Floor 1' - 1" Flr 01 - CPC 1' - 0" STONE BASE, (8" MIN - 10" MAX), TYP

CPC STOREFRONT - SOUTH ELEV.

3

1/4" = 1'-0"

CPC ENTRY - SECTION

N Block 346, Lot 37 & 75 Key Plan © 2017 Dattner Architects D.P.C.

Storefront & Entry Details - CPC Date

1/4" = 1'-0"

November 22, 2019

Scale

Plotted - 11/22/2019 5:49:44 PM

Drawn By

Chinese American Planning Council Entrance

Suffolk Street Entrances

2

3

4

5

6

1/4" = 1'-0" EGR

Checked By

RGB

Project No.

1713

Sheet No.:

1

BROOME ST

5' - 7 5/8"

3' - 4 3/16"

Flr 02 17' - 0"

GRAND ST

6' - 1 11/16"

14' - 8 1/2"

6' - 0 13/16"

8" MIN 10" MAX

9' - 1 1/4"

BRICK,TYP 3' - 5 1/8"

8" MIN 10" MAX

4' - 2"

6" TYP

Flr 02 17' - 0"

11' - 5 3/16"

2' - 10" 2" 4' - 2 7/16"

3' - 7 9/16"

4' - 2 7/16"

12' - 8 13/16"

3' - 11 11/16"

9' - 1 1/4"

2' - 3 3/4" TYP 3' - 11 3/4"

11' - 8" TYP

14' - 8 1/2" TYP

3' - 3 1/2"

2' - 3 3/4"

2' - 0"

CONCRETE PLANTER, PROVIDE IRRIGATION AND DRAINAGE SYSTEM

Flr 02 17' - 0"

CONCRETE PLANTER, TYP

Seal

A-300.00

1/4" = 1'-0" EGR

Checked By

RGB

Project No.

1713

Sheet No.:

140 Broadway, 25th Floor New York,NY 10005

WINDOW WALL SYSTEM WITH OPERABLE LITE, TYP

1

November 22, 2019

Scale

Suffolk Building Residential Entrance

1

BROOME ST

-1

"

NORFOLK ST GRAND ST

2

REVOLVING DOOR, CLEAR GLASS, TYP

By access or receipt, the User acknowledges, covenants and agrees that the documents, provided by Dattner Architects D.P.C., including but not limited to plans and specifications, in any media (the "Documents"), are copyrighted instruments of professional service. The User agrees that the Documents may not be used for any other project or for any use not expressly authorized in writing by Dattner Architects. The User further agrees that Dattner Architects shall have no responsibility or liability in connection with the unauthorized use, reuse, change or modification of the Documents in any manner by the User or any other party accessing the Documents. No representation is made by Dattner Architects as to the accuracy or scale of the Documents or that they reflect actual conditions. Use of the Documents is at the sole risk of the User or any other party accessing the Documents. The User and any other party accessing the Documents shall, to the fullest extent permitted by law, defend, indemnify and hold harmless Dattner Architects, its principals, consultants, agents and/or employees from and against any and all claims, liabilities, damages, losses, judgments, costs and expenses, including attorney's fees and related expenses, that may be incurred by Dattner Architects, its principals, consultants, agents and/or employees as a result of any and all unauthorized changes to or use of the Documents, including but not limited to any alteration to, modification of, deviation from, use as Shop Drawings, or additions to the Documents. Under no circumstances shall the transfer of the Documents and/or other instruments of service on or by electronic media be deemed a sale by Dattner Architects and Dattner Architects makes no warranties, either express or implied, as to their merchantability and fitness for any particular purpose.

Plotted - 11/22/2019 5:49:52 PM

Issue:

1

° 150.16

E

Revisions

Seal

A-301.00

ANTHROP O CENIC L ANDSC APES

fall 2016 - spring 2017

M I T I GATI N G I N D U STR I A L A G R I C U LTU R E I N A N A G E O F R E S O U R C E E X P LO I TAT I O N

Conducted over the course of a year, “Anthropocenic Landscapes” was the culmination of a five-year M.Arch degree. The results of man-made systems have moved the pendulum towards a new era of man’s dominance over the earth’s ecological, geological, and geographical balance. The history of the industrial agriculture system has left marks of control on the American landscape, to the detriment of natural resources and man’s symbiosis with the environment. The technology that has allowed the system to flourish now prevents us from its future. Ensuring the sustainability of food security must address the current problems of the system itself.

As we move into an age of resource scarcity and pre-apocolyptic advancements in technology, California’s Central Valley operates as a landscape affected by this overexploitation. Monocultures of almond orchards have led to aquifer depletion, colony collapse, and crop extinction. the project aims to stave off catastrophe through the co-establishment of resource management, agribusiness, research stations, and agro-tourism through a series of productive towers; a new infrastructure is formed to allow the industrial agricultural complex to sustain itself past the point at which resources become almost non-existent.

+ TULE FOG HARVESTING

+ VIEW UP TOWER

kevin atkinson

ka

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