Selected Works 2014-2022 by Le'Bryant Bell

SELECTED WORKS (2014-2022)

LE’BRYANT BELL

CONTENTS ILLUME PROFESSIONAL WORK FALL 2018 - SPRING 2021

RESTON EXO PROFESSIONAL WORK FALL 2016 - SUMMER 2018

PROSPECT GARDENS INTEGRATED DESIGN SPRING 2021

URBANBUILD17 AFFORDABLE HOUSING CONSTRUCTION SPRING 2022

SUGAR ROOTS FARM THE ALBERT AND TINA SMALL CENTER FALL 2021

OFF THE GRID / IN THE CITY NORFOLK ISLE: A RESILIENT BOUNDARY FALL 2015

RESEARCH THESIS OSCILLATING GROUND SPRING 2016

GRAPHIC NOVEL SANCTUARIES: THE CITY OF SMOG FALL 2014

ILLUME

PROFESSIONAL WORK WASHINGTON, DC FALL 2018 - SPRING 2021 (COMPLETION - FEBRUARY 2023) FIRM: R2L-ARCHITECTS TEAM MEMBERS: -JILL WAHL -NICK ANDERSON -NOLAN BRENNAN -THOMAS MASINO -SACHA ROSEN ILLUME IS A MULTI-FAMILY RESIDENTIAL APARTMENT COMPLEX BOASTING TWO 13-FLOOR TOWERS (LEED GOLD) WITH AN AC HOTEL (LEED CERTIFIED) SHARING THE SITE ATOP 2 LEVELS OF BELOW-GRADE PARKING. EACH BUILDING IS CONNECTED VIA ABOVE GROUND BRIDGES TO CREATE AN ABOVE GROUND SENSE OF URBANITY. THE SITE IS LOCATED ALONG TWO MAJOR HIGHWAYS IN NAVY YARD WITH STUNNING VIEWS OF THE CAPITOL. THE PROGRAM CONSISTS OF APARTMENTS, ASSOCIATED AMENITY SPACES, A HOTEL, A RESTAURANT, AND 2 LEVELS OF OFFICE SPACE. THE MASSING OF THESE BUILDINGS WAS HEAVILY INFLUENCED BY BELOW GRADE UTILITY AND SEWER SYSTEMS THAT COULD NOT BE BUILT OVER AS WELL AS HIGHWAY EASEMENTS AND THE NECESSITY OF CREATING STREETS INTO THE SITE. THESE NEW STREETS ARE EXTENSIONS OF EXISTING STREETS TO FURTHER CONNECT THE SITE TO THE OVERALL URBAN LANDSCAPE OF NAVY YARD. IN ADDITION TO THE SCHEMATIC, DESIGN DEVELOPMENT AND CONSTRUCTION ADMINISTRATION WORK I PROVIDED FOR THIS PROJECT, MY MAIN TASK WAS TO DEVELOP THE FACADE INCLUDING BALCONIES. THE CONCEPT FOR THE METAL PANELS WAS TO EXPLORE THE NATURAL DETERIORATION OF COPPER, FROM THE DARK BLUE PATINA TO THE FRESH BRIGHT COPPER. THE SIZING AND TEXTURES OF THE PANELS HELP CREATE DEPTH THAT MIMICS NATURAL METAL OXIDATION AND DEGREDATION.

RESIDENTIAL BUILDING 3 489,700 SQFT

RESIDENTIAL BUILDING 2 259,000 SQFT

HOTEL

BUILDING 1 134,600 SQFT

THE SITE WAS ONCE OWNED BY CSX, THE LEADING SUPPLIER OF RAIL-BASED FREIGHT TRANSPORTATION, AND IS WHERE THE INSPIRATION FOR THE FACADE STARTED. THE DESIGN ATTEMPTS TO PORTRAY THE PROGRESSION OF A ONCE INDUSTRIAL SITE INTO A NEW MODERN SOCIETY TO REFLECT THE IMPERMANENCE OF MATERIALS. SITE PLAN

BUILDING 3 WEST ELEVATION

BUILDING 2 WEST ELEVATION

ARCHITECTURAL DESIGN LANDSCAPE DESIGN INTERIOR DESIGN - RESI

3222 N ST NW SUITE 500 Washington, DC 20007 t 202.600.7230 f 202.600.7280 info@r2l-architects.com STRUCTURAL ENGINEERING

Smislova, Kehnemui & Assoc 12435 Park Potomac Ave, St 300 Potomac, MD 20854 301.881.1441 www.skaengineers.com CIVIL ENGINEERING

Wiles Mensch Corporation 11860 Sunrise Valley Dr, St 200 Reston, VA 20191 703.390.7600 www.wilesmensch.com PLUMBING ENG - ALL

KTA Group 12950 Worldgate Dr, St 100 Herndon, VA 20170 703.713.0300 www.ktagroup.com MECHANICAL ENG - RESI

2ND FLOOR CONNECTION BRIDGE BETWEEEN RESIDENTIAL BUILDINGS

KTA Group 12950 Worldgate Dr, St 100 Herndon, VA 20170 703.713.0300 www.ktagroup.com MECHANICAL ENG - HOTEL

EDG2 Engineering Design Group 10411 Motor City Dr, St 550 Bethesda, MD 20817 202.466.2232 www.edg2.com ELECTRICAL ENG - ALL

Power Design, Inc 11600 Ninth Street North Petersburg, FL 33716 727.210.0492 www.powerdesigninc.us GEOTECHNICAL ENG ENVIRONMENTAL ENG

GeoConcepts Engineering, Inc 19955 Highland Vista Dr, St 170 Ashburn, VA 20147 703.726.8030 www.geoconcepts-eng.com INTERIOR DESIGN - HOTEL

DLR Group 520 Nicollet Mall, St 200 Minneapolis, MN 55402 612.977.3500 www.dlrgroup.com LIGHTING DESIGN - RESI

INSPIRATION IMAGE

ACM PANELS

LIGHTING DESIGN - HOTEL

9'-6" 4 A820

SLAB EDGE COVER

Power Design, Inc 11600 Ninth Street North Petersburg, FL 33716 727.210.0492 www.powerdesigninc.us

WPF Engineering, LLC 1671 House Street NE Belmont, MI 49306 616.340.9627 www.wpf-engineering.com

SIM

1'-0"

3'-6"

1'-0"

MP01

MP04

MP03

MP04

MP01

MP02

MP01

LIGHT SEALANT (COLOR TBD)

DARK SEALANT (COLOR TBD)

SIM

9'-0"

MULLION FINISH TO BE (SW 6076)

1/2" SEALANT JOINT (TYP)

MP03

MP04

MP05

MEDIUM SELANT (COLOR TBD)

MP02

MP03

MP02

6'-0"

9'-0"

9 A820

3'-0"

LIGHT SELANT (COLOR TBD) MEDIUM SEALANT (COLOR TBD)

PANEL PLAN LEGEND MP04

METAL PANEL COLOR #4

CW-35 CURTAINWALL (STC-35)

MP05

METAL PANEL COLOR #5

OW-42 OPERABLE WINDOW (STC-42)

EP01

EXHAUST PANEL COLOR #1

FW-42 FIXED WINDOW (STC-42)

EP02 EXHAUST PANEL COLOR #2

OPERABLE WINDOW

FIXED WINDOW

KNOCK-OUT WINDOW OW-35 OPERABLE WINDOW (STC-35)

TERRACE DOOR

TD-35

SPANDREL GLASS

OW-39 OPERABLE WINDOW (STC-39)

TD-42

EXHAUST LOUVER

FW-39 FIXED WINDOW (STC-39)

MP01

RFI 011

TD-41

TERRACE DOOR (STC-41)

01 GROUND 34' - 0"

KO-35 KNOCK-OUT WINDOW FW-41 FIXED WINDOW (STC-41) (STC-35)

DARK SEALANT (COLOR TBD)

FACADE MOCKUP DWG

TERRACE DOOR (STC-35)

TERRACE DOOR (STC-42)

EP03

EXHAUST PANEL COLOR #3

ON-SITE FACADE MOCKUP METAL PANEL COLOR #1

EP04

EXHAUST PANEL COLOR #4 RFI 027 BUILDING PERMIT SUBMISSION

10/21/19 07/25/19

2' - 10

1/4"

3' - 6"

B 1' - 6"1

' - 6"

2' - 0 3/4"

92 .0°

2' - 0"

2' - 0" 3' - 6" 1' - 6" 2' - 0" 3' - 6" 3' - 6" 1' - 6"1' - 6" 3' - 0" 3' - 0" 3' - 0" 2' - 0" 2' - 0" 2' - 0" 3' - 6" 1' - 6" 2' - 0" 3' - 6" 3' - 6" 3' - 6" 2' - 0" 2' - 0" 3' - 0" 3' - 6" 3' - 6" 2' - 0" 1' - 6"

3' - 6" 3' - 6"

MP05 MP03

2' - 0" 1' - 6"

3' - 6"

FW TD

° 6.0 10 MP04

2' - 0"

MP03

0' -

MP05

0' - 11"

OW 10"

FW MP04

- 0"

OW 4' 6"

3' - 6"

2' - 0" 1' - 6"

3' -

MP05

8" 5 7/

3' - 6"

MP05 2' -

0' - 8 1/8"

OW MP04 MP05

3' - 6"

° 150.0

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

MP03

3' - 0"

EP05

169.0°

EP04

2' - 0" 1' - 6"

MP05

4' - 6"

MP03

1' - 5 5/8"

2' 0"

3' - 6" 1' - 6" 2' - 0" 1' - 6" 3' - 6"

3' - 6"

MP05

6" 6"

2' - 0" 2' - 0" 3' - 6" 3' - 6" 3' - 0"

0" 1' - 6" 1'

1' - 6" 2' -

2' - 8 5/8"

3' -

3' - 6"

111.0° 3' -

BUILDING 3 - 5TH FLOOR - PANEL PLAN LAYOUT SCALE:

1/8" = 1'-0"

TD 6" 3' -

2' -

MP05 MP04 0"

3' -

102.0° 4' -

FW 5"

EXHAUST PANEL COLOR #1

FW-42 FIXED WINDOW (STC-42)

EP02 EXHAUST PANEL COLOR #2

TD-35

SPANDREL GLASS

OW-39 OPERABLE WINDOW (STC-39)

TD-42

TERRACE DOOR (STC-42)

EXHAUST LOUVER

FW-39 FIXED WINDOW (STC-39)

MP01

METAL PANEL COLOR #1

MP02

METAL PANEL COLOR #2

MP03

METAL PANEL COLOR #3

TERRACE DOOR (STC-41)

4' -

TD-41

6" 3' 45 6" 3' -

TERRACE DOOR (STC-35)

6" 3' 73

/8"

6" 3' -

MP04 EP03 MP05 FW

MP04

6" 3' -

MP05

OW 3' -

METAL PANEL COLOR #5

EP01

TERRACE DOOR

2' -

MP05

3' -

1' -

METAL PANEL COLOR #4

OW-42 OPERABLE WINDOW (STC-42)

KNOCK-OUT WINDOW OW-35 OPERABLE WINDOW (STC-35)

CW-35 CURTAINWALL (STC-35)

FIXED WINDOW

3' -

2' -

MP05 OW

/8"

MP04 MP05 MP04 2' 0" 1' MP05 6"

MP04

KO P

1' -

/8"

6"2 '-

2' -

MP05 FW FW

1' -

EP04 MP03

2' -

KO-35 KNOCK-OUT WINDOW FW-41 FIXED WINDOW (STC-41) (STC-35)

RFI 011

MP03 FW

OPERABLE WINDOW

WINDOW TD-39 TERRACE DOOR 31 RFI 011 KO-31 KNOCK-OUT (STC-31) (STC-39)

8" 3 1/

3' -

1' -

3' -

2"1' -

PLAN NORTH

OW FW

3' -

4' - 6"

° 5.0 15

3' -

MP05 MP03 1' OW 8 1/

MP04

3' -

PANEL PLAN LEGEND

4' -

3' - 6"

3' -

ALL GROUND FLOOR METAL PANELS TO BE MP05 GREYSTAR GP II, LLC ALL ROOF AND PENTHOUSE METAL PANELS TO BE MP01 8405 GREENSBORO DRIVE, STE 500 REFER TO ELEVATIONS FOR SLAB EDGE COVER METAL PANEL COLOR MCLEAN, VA 22102 SLAB EDGE COVERS TO CONTAIN AN ADDITIONAL JOINT CENTERED ON ALL 4'-6" WINDOWS AND METAL PANELS U.N.O OWNER BUILDING 2 EXHAUST LOUVER MULLION LOCATIONS TO MATCH OFFICE CURTAIN WALL MULLIONS CSX EAST KNOCK-OUT PANELS (KO) TO CONSIST OF TEMPERED INBOARD AND OUTBOARD LITES 861 NEW JERSEY AVENUE, SE RFI 011 WASHINGTON, DC 20003 REFER TO 3/A822 FOR TYPICAL METAL PANEL CORNER DETAIL PROJECT TRUE NORTH

3' -

BUILDING 3 - 5TH FLOOR PANEL/WINDOW LAYOUT

04/03/20 11/08/19 10/16/19 10/04/19 09/27/19 xx/xx/xx 07/25/19 06/28/19 06/07/19 04/05/19 03/22/19 03/06/19 02/18/19 DATE

4' -

3' - 6"

2' -

3' - 0"

3' - 6"

6. 7.

MP05

EP05

2' -

4' - 0"

MP03

2' -

2' - 6 1/2"

3' - 6"

MP04

EP04

3' -

3' - 6"

3' -

- 6"

3' - 6"

6" 1'

2' - 6" 1' - 6"

MP05 EP05

2' -

1' -

3' - 6"

' - 6"

MP03 MP04 FW

- 6"1

3' -

3' - 6"

0" 1'

3' - 6"

MP05

1. 2. 3. 4.

2' -

3' - 0"

3' -

- 6"

3' -

3' - 6"

MP05 EP03 MP04

MP04 MP03

4' -

2' - 0" 4' - 6"

1' - 6" 2' - 0" 1' - 9" 2' - 0" 3' - 6" 3' - 6" 2' - 0"

3' - 6"

172.0°

1' - 6"

1' -

4' - 0"

3' -

4' - 6"

3' - 0 1/8"

MP03 OW MP04

- 6"

2' -

4' - 6"

3' - 6"

GENERAL NOTES:

MP05 MP03

3' - 6"

0" 1'

3' -

3' - 0"

3' - 6 1/4"

MP04 MP03 MP05 MP04 MP05

2' -

MP04 MP05

3' - 0"

3' -

3' - 0"

.0° 98

97 .0°

ISSUE FOR CONSTRUCTION 98% CONSTRUCTION DOCUMENTS ASI 003R1 ASI 003 PROGRESS PRINT Facade Adjustments BUILDING PERMIT SUBMISSION PROGRESS SET PROGRESS PRINT GMP SET PROGRESS PRINT 65% DD SET 60% DD SET ISSUE

3' -

1' - 6"

MP04

3' -

3' - 6"

MP05

3' -

" 9 3/8

2' - 0" 1' - 6"

2' -

1' -

MP04 OW

MP04

MP04 MP03

MP04

2' -

3' - 6"

MP05

EP04

EP03

MP05

2' -

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

MP05

4' -

7/8"

EP04

1' - 0

EP04

MP04

3' - 6"

MP03

3' -

11 3.0 °

- 6"1' - 6"

2' -

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

- 6"

3' - 6"

EP03 MP05

0" 1'

3' - 6"

MP04

2' -

1' - 6"

4" 7 3/

3' - 0"

MP05

2' -

2' - 10 1/2"

MP05

0° 172.

3' - 6"

FW EP05 MP03

3' - 0"

MP05 FW MP04 OW

3' -

2' - 0" 2' - 0"

MP03 TD

0° 165.

3' - 6"

MP03

3' - 0"

MP04 MP05

3' - 6"

3' - 0"

FW MP05

3' - 0" 0' - 11"

MP05

1' - 6"

1' - 7 1/2"

MP03 MP05

OW MP05 1' - 6"

MP03

173.0°

MP04

FW OW

3' -

TD EP04

3' - 0"

MP04

2' - 9"

MP05

EP05

EP03

2' -

MP04

3' - 0"

MP02

MP05

1' -

MP04

0' - 6 5/8"

EP04

3' -

MP03

3' -

MP04

1' - 0" 3' - 0"

3' -

3' - 6"

OW MP04

EP04

WPF Engineering, LLC 1671 House Street NE Belmont, MI 49306 616.340.9627 www.wpf-engineering.com

3' - 6"

- 9 7/8"2'

MP03

LIGHTING DESIGN - HOTEL

1' - 6"

2' - 0"1'

MP03

MP04

LIGHTING DESIGN - RESI

Power Design, Inc 11600 Ninth Street North Petersburg, FL 33716 727.210.0492 www.powerdesigninc.us

3' - 6"

3' - 0"

FW EP05

3' - 0"

3' - 6"

MP03 MP05

3' - 0"

3' -

1' - 6"

0' - 9

1/4"

MP03

MP05 169.0°

3' - 6"

2' - 0"

154.0°

DLR Group 520 Nicollet Mall, St 200 Minneapolis, MN 55402 612.977.3500 www.dlrgroup.com

3' - 6"

INTERIOR DESIGN - HOTEL

3' - 6"

FW EP05

3' - 6"

EP04

2' - 0"

EP04EP03 MP05 OW

4' - 6"

GeoConcepts Engineering, Inc 19955 Highland Vista Dr, St 170 Ashburn, VA 20147 703.726.8030 www.geoconcepts-eng.com

3' - 0"

MP04 TD

2' - 5 1/2"

OW MP05

FW MP03 EP05

Power Design, Inc 11600 Ninth Street North Petersburg, FL 33716 727.210.0492 www.powerdesigninc.us GEOTECHNICAL ENG ENVIRONMENTAL ENG

3' - 6"

OW-35

2' - 0"

0 5/ 8"

3' - 6"

2' - 8"

3' - 6"

MP05

3' -

3' - 6"

2' - 10 3/8"

.0° 125

2' - 2 1/2"

3' - 6"

MP05 1' -

3' - 6"

EP04

ELECTRICAL ENG - ALL

EP05

EDG2 Engineering Design Group 10411 Motor City Dr, St 550 Bethesda, MD 20817 202.466.2232 www.edg2.com

3' - 0"

- 6"

EP04

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

1' - 2 3/4"

TD-35

OW-35

2' - 5 7/8" 3' - 6"

3' - 6"

2' - 0"

3' - 6"

MECHANICAL ENG - HOTEL

MP05 MP03 MP04

EP04

- 11 1/8"

MP05

MP05 MP03

MP05

3' - 0" 1'

3' - 0"

2' - 0" 1'

MP05

3' - 0"

3' - 6"

KTA Group 12950 Worldgate Dr, St 100 Herndon, VA 20170 703.713.0300 www.ktagroup.com

MP03

3' - 0"

3' - 6"

2' - 0" 2' - 0"

3' - 6"

MP05

MP04

MECHANICAL ENG - RESI

OW-39

MP05

3' - 0"

FW-39

167.0°

MP05

3' - 6"

- 6" 2' -

EP03

OW-35

MP05

2' - 0"

1' - 6" 1'

MP04

4' - 0"

3' - 6"

EP04

MP05

3' - 6"

MP05

2' - 0" 2' - 0"

3' - 6"

EP04

PLUMBING ENG - ALL

KTA Group 12950 Worldgate Dr, St 100 Herndon, VA 20170 703.713.0300 www.ktagroup.com

0' - 4 7/8"3' - 6"

- 2 1/8"

3' - 6"

2' - 0"

MP04

MP03

MP05

MP04

2' - 0"1'

3' - 6"

MP03

CIVIL ENGINEERING

Wiles Mensch Corporation 11860 Sunrise Valley Dr, St 200 Reston, VA 20191 703.390.7600 www.wilesmensch.com

166.0°

3' - 6"

3' - 0"

MP03

3' - 0"

2' - 0" 2' - 0"

2' - 0"

MP03

MP04

TD-41

1' - 6"

3' - 6"

2' - 6"

OW-35

MP05

2' - 0"

3' - 6"

3' - 0"

MP03

3' - 6"

MP05

Smislova, Kehnemui & Assoc 12435 Park Potomac Ave, St 300 Potomac, MD 20854 301.881.1441 www.skaengineers.com

3' - 6"

2' - 0"

3' - 6"

EP04

OW MP05

3' - 6"

2' - 10 5/8" 2' - 0"

MP03 MP04

MP05 MP04

3' - 6"

OW-35

EP05

MP04

STRUCTURAL ENGINEERING

MP03

3' - 6"

3' - 0"

MP04

MP05

11 1.0 °

3' - 6"

MP03

3' - 6" 1' - 8 3/8"

MP05 FW-41

EP05

OW-35

0' - 8 3/8"

2' - 0"

2' - 5"

171.0°

2' - 0"

MP03

3' - 6"

3' - 0"

TD-35

MP03

3' - 6"

FW MP05

3' - 6"

' - 6"

3' - 0"

1' - 6" 2' - 0"

MP04 MP03 MP05 OW-39 MP04 MP05 OW-41 FW-41

175.0°

1' - 6"1

2' - 8"

EP03

FW-42 MP04 MP03OW-39 MP05

2' - 0"

2' - 6"

MP05

OW-35

3' - 6"

FW-41

.0° 83

2' - 0"

3' - 0"

OW-35

169.0°

MP04

3' - 6"

OW-35

4' - 6"

MP03

MP05

2' - 0" 1' - 6"

MP05

2' - 0"

3' - 6"

3222 N ST NW SUITE 500 Washington, DC 20007 t 202.600.7230 f 202.600.7280 info@r2l-architects.com

FW-42

1' - 6"

MP03 EP05

TD-42

3' - 6"

OW-42

3' - 1 1/2"

2' - 6 1/8"

3' - 6"

3' - 4 1/2"

EP04

ARCHITECTURAL DESIGN LANDSCAPE DESIGN INTERIOR DESIGN - RESI

2' - 9 1/8"

FW-42

3' - 6"

TD-35

FW-42 FW-42

3' - 6"

MP05

1' - 6"

MP04

3' - 6"

MP03 MP05

2' - 0"

MP03

3' - 6"

2' - 0" 1' - 6"

3' - 6"

MP04

2' - 4 3/8"

3' - 6" 3' - 6" 3' - 6" 2' - 0" 1' - 6" 2' - 0" 3' - 0" 3' - 6" 2' - 0" 2' - 0" 1' - 6" 3' - 6" 3' - 6" 2' - 0" 1' - 6" 3' - 0" 3' - 6"

MP05

OW-35

MP05

4' - 6"

3' - 0"

L 4' - 0"

3' - 6"

MP05

3' - 0"

MP04

3' - 0"

OW-35

OW-39

' - 6"

MP03

MP04

1' - 6"1

OW-39

MP03

EP05

3/4"

FW-39

MP04

1' - 6"

3' - 5

MP03

3' - 6"

MP03

3' - 6"

2' - 0"

MP03 FW-39

2' - 0 5/8"

3' - 6"

- 0" MP03 3' - 0" MP04 MP05 FW-39 3' - 6" FW-39 MP04 MP04 OW-39 FW-39 MP04 3' - 6" MP05 FW-39 TD-39 FW-39 0' - 0" OW-39 3' - 6" MP05 4' - 6" EP03FW-39 MP05 161.0° FW-39 MP05 TD-39 FW-39 MP04 FW-39

° 1.0 12

2' - 0" 2' - 0"

3' - 0"

3' - 6"

3' - 9 3/8"

RFI 006

CW-31 CURTAINWALL (STC-31)

OW-41 OPERABLE WINDOW (STC-41)

EP03

EXHAUST PANEL COLOR #3

EP04

EXHAUST PANEL COLOR #4

EP05

EXHAUST PANEL COLOR #5

GRAPHIC SCALE

BUILDING 3 - 5TH FLOOR - PANEL PLAN LAYOUT TITLE

A709 DRAWING NUMBER

RFI 156

4 5/8"

1 3/4"

RFI 156

8 RFI 156 A5.06

2' - 11 1/4"

4 3/4"

1/2"

4 1/4"

1 1/2"

4 5/8"

9 1/2"

6 1/2"

1 3/4"

RFI 156

9 A5.02

3/4"

7/8"

ASI 020

RFI 466

11 A5.02

5 5/8"

ASI 020 RFI 156

11'-2 3/4"

RFI 156

PROFESSIONAL WORK SITE: RESTON, VA B4 FALL 2016 - COMPLETION (SUMMER 2018) B5 RFI 156 B3 FIRM : R2L-ARCHITECTS RFI 156 B6 A5 156 AWARDS: -AIA NORTHERN VA RFI DESIGN AWARD OF EXCELLENCE A4 B7 -2019 JAMES M. SCOTT EXCEPTIONAL DESIGN AWARD A6 -WASHINGTON BUILDING CONGRESS CRAFTMANSHIP AWARD B2 -BEST A1 OF NAIOP NORTHERN VA AWARD OF EXCELLENCE A7 B1 A3 TEAM MEMBERS: -BENJAMIN LATAGAN RFI 466 -KARINA CANDAMO -NICK ANDERSON

10'-8"

RESTON EXO

RESTON EXO, SITUATED ON THE ORACLE CAMPUS IN RESTON, VA IS A MULTIFAMILY RESIDENTIAL APARTMENT WITH HIGH END AMENITIES. THE ENLARGED PLAN - POOL HOUSE CANOPY 8 1/4" = 1'-0" OUTDOOR AMENITY IS HOME TO A YOGA LAWN, GRILLS, POOL AND POOL HOUSE. OWNERSHIP ENVISIONED THE AREA AS A SPA-LIKE RESORT.

POOL HOUSE ROOF PLAN 7 1/4" = 1'-0"

* TYPICAL WOOD PANELS ARE 3/4" THICK

ALONG WITH PLAYING AN INTEGRAL ROLE IN SEEING THE PROJECT THROUGH CONSTRUCTION ADMINISTRATION I WAS TASKED WITH DESIGNING THE POOL HOUSE FROM INCEPTION THROUGH COMPLETION. THE SHAPE, INSPIRED BY BURLE MARX LINES AND CURVES, CREATES AN ORGANIC FORM THAT BECOMES 4'-0" 4'-0" 4'-0" 4'-0" WOOD 4'-0" 3'-4" IMMERSED INTO ITS3'-8"SURROUNDING. THE GREEN ROOF, PANELS,4'-0" BATTENS, BEAMS AND CONCRETE COME TOGETHER TO PLAY WITH TEXTURE, TEMPERATURE, AND DEPTH. THE WARMTH OF THE WOODS JUXTIPOSED WITH 3'-2 3/4" WATER EVOKE A FEELING OF BEING IN NATURE. THE CONCRETE AND

1 A5.02

1 2 1/8"

POOL EQUIP. RFI 576 ROOM

ASI 020

11'-6"

13'-0 1/4" 5'-2"

A5.06

1" P TY

1" 2"TYP

ENLARGED PLAN - OVERALL POOL HOUSE BATTENS 1/4" = 1'-0"

12435 Park Potomac Ave Suite 300 Potomac, MD 20854

1'-9"

1'-8 1/2"

EWD03

10"

1'-9"

MEP ENGINEERING CONSULTANTS

CON01

3'31 /4" A6

0" 4'-

81 A5.06

'-5 3/8 A5 "

TYP

10'-7"

11600 Ninth St. N St. Petersburg, FL 33716 P: 727 210 0492 F: 727 210 0503 info@powerdesigninc.us

EWD02

EST01

CIVIL ENGINEERING CONSULTANT

3'-3 1/2"

1'-8"

3'-8"

7'-6 1/4"

16'-9 3/4" 6'-2"

2'11 1 B3 /4" 1/ 4"

4 1/4"

Urban, Ltd

7712 Little River Turnpike Annandale, VA, 22003 P: 703-642-8080 F: 703-642-8251 e-mail@ www.urban-ltd.com

8" 3'-8"

7'-4 1/4"

ENLARGED PLAN - POOL HOUSE FLOOR PLAN 1/4" = 1'-0"

HSS STEEL t 301 881 1441 sethr@skaengineers.com BEAMS RFI 466 skaengineers.com

EST01www.powerdesigninc.us

ASI 041

NORTH ELEVATION 1/2"

2'11

8'-8 1/2"

53 /4"

1'-0 1/2"

17'-3"

POOL HOUSE INTERIOR

5'-10 1/4"

City, State, Zip P: xxx.xxx.xxxx F: xxx.xxx.xxxx e-mail@ www.midatlanticair.net

131°

EPT04 Power Design, Inc.

/4" 33

POOL HOUSE NORTH ELEVATION 3/8" = 1'-0"

" 1/2 P TY

" 1/4 3'-2 B5

123°

Mid-Atlantic Air Street SPEAKERS

C B

9'-0 3/4"

P TY " 3/4

PTD ARCHITECTURAL LOUVER, SEE MECH

" 3/4 3'-5 B6

8 1/2"

ENLARGED GROUND FLOOR PLAN

STRUCTURAL ENGINEERING CONSULTANT

4'-0"

A2 " 3'-10 1/4

A1 " 3'-10 1/4

RFI 576 EWD02

A5.06

3222 N ST NW SUITE 500 Washington, DC 20007 t 202.600.7230 f 202.600.7280

4' - 0"

5'-0 1/4"

3 A5.01

POOL HOUSE NORTH ELEVATION 3/8" = 1'-0"

6 A5.01

CON01

METAL COPING Smislova, Kehnemui & Associates, PA

" C2 1/8 11 2'8" 1/

2 A5.01

EF02 info@r2l-architects.com

RFI 609

4'-9 1/4"

11 2'-

RFI 466

R2L: ARCHITECTS

C3 3'-8"

RFI 576

ENLARGED PLAN - POOL HOUSE TRELLIS 1/4" = 1'-0"

EWD03

RFI 156

LANDSCAPE ARCHITECT

EMT01

Oculus

2410 17th St NW, Suite 201 Washington, DC, 20009 P: 202.588.5454 F: 202.558.5449 e-mail@ www.oculus.info

POOL HOUSE SOUTH ELEVATION 3/8" = 1'-0"

CON01

EMT01

SEE DETAIL 9/A5.06 FOR EMERGENCY PHONE

PTD ARCHITECTURAL LOUVER, SEE MECH

RFI 156

RFI 156 A5.06

EWD02

A5.06 RFI 156

A5.02

2" 1/ 1 YP 2" T 1/ 1 YP T " 4 1/ 3

METAL COPING RFI 609

A5.06

1 TY " P

11 TY /2" 8P

G1P1

3/ 4"

2" TY1/2" 2 P 2" 3/4"

4" 3/ 1 YP T

9'-8 5/8"

11'-2 1/8"

12'-5 1/4"

3'-11 1/2"

13'-1 5/8"

1 3 TY /4" P 2 1/ 2"

1 3/4" 2" 4 1/2" 4 1 2" /2"

EWD03

1'-2 1/4"

" 1/2

HSS STEEL BEAMS

1" /2" 11 " 1/2

ASI 041

" 3/4 P TY

12'-6 1/4"

13'-2 1/8"

12'-7 3/8"

6'-7"

13'-2 1/8"

6'-7 1/4"

11'-2 5/8"

13'-0 1/2"

11'-8 1/2"

13'-3"

13'-1 1/2"

2'-8 1/2"

2" 2"

A5.02

3'61 /2" 9

RFI 156

" 3'-5

TYPA7

G1P2

TYP 1"

2" 2"

TYP 1 3/4" 4 1/4" " 4" 4 1/4 1/

A9 2"

A5.06

RFI 609

8 A5.01

R2L

A5.02

METAL COPING

1'-10 1/2"

ASI 020

RFI 576

G1P2

RFI 466

TYP 1 1/4"

A5.06 A6

2" 2"

RFI 466

2" 2"

LIFE GUARD OFFICE

HSS STEEL BEAMS

1 1/2" TYP RFI 156 3/4"

TYP 3/4"

TYP 1 1/4"

TYP 1/2" 3"

RFI 592

" 3/4 P TY

TYP 3/4" 1"

3'-8"

TYP 3/4"

4'-0"

2'-5"

1 1/2" 3/4" ASI 041 TYP 1/2"

G1P1

2 1/8" 6"x6" INTAKE LOUVER

18"x12" INTAKE LOUVER

2 1/2" TYP 3/4"

RFI 156

P TY " 3/4

/4" 11

4'-1 1/2"

1 1/2" TYP TYP TYP 1 3/4" 3/4" 1 3/4"

10'-4 5/8"

/ 10'-10 TY 4" 3/8"

4'-6"

THE TRELLIS STRUCTURE PROTRUDES FROM THE ORGANIC SHAPE WITH 4'-3 1/4" WITHIN RFI 156 CANOPY RFI 156 WHITE FABRIC THAT PROVIDES SHADE TO MIMIC A TREE THE 3'-8 3/4" RAINFOREST. RFI 156

A5.06

EF01

EPT04

RFI 619

ASI 041 ASI 026

SOUTH ELEVATION

R2L: ARCHITEC

1'-4 1/4"

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

3'9

1/ 4"

RFI 592

2" x 2" STEEL PLATE

N 3'-8"

NN 4'-0"

4'-0"

ENLARGED PLAN - SECONDARY POOL HOUSE BATTENS ENLARGED POOL HOUSE BENCH DETAIL ENLARGED PLAN2- SECONDARY POOL HOUSE BATTENS 11 11 ENLARGED POOL HOUSE BAR DETAIL 1/4" = 1'-0" 1" = 1'-0" 1/4" = 1'-0" 3 1" = 1'-0" HSS 2" x 2" POST

N 4'-0"

11'-2 3/4"

3/4"

1 3/4"

1/2" 4 3/4"

4 5/8"

1 1/2" 4 1/4"

2' - 11 1/4"

7/8"

5 5/8"

4'-0"

P 4'-0"

4'-0"

3'-4"

TYP

10'-7"

11'-6" 5'-2"

3'-11 1/2"

13'-0 1/4"

9'-8 5/8"

11'-2 1/8"

12'-6 1/4"

13'-1 5/8"

12'-7 3/8"

13'-2 1/8"

6'-7"

12'-5 1/4"

4" 10'-4 5/8"

2'-11 1/2"

Reston Excels HUNTER MILL D EPT FAIRFAX COUNTY, V

-8

EWD02

3'-5 1/4"

7'-6 1/2" 9'-8 1/4"

0" R 4' -

CON01

7 N ENLARGED SLAB EDGE PLAN - POOL HOUSE 1 ENLARGED POOL HOUSE BENCH DETAIL 1/4" = 1'-0" 2 1" = 1'-0"

6'-6 1/4"

7'-0"

1'-0 1/4" ASI 020

13'-10 3/4"

5'-5 3/4"

3'61 /2"

POOL HOUSE WEST NN ELEVATION POOL HOUSE WEST ELEVATION ASI 041 4 3/8" = 1'-0" 3/8" = 1'-0" 3'-7"

3'-3 3/4"

2'-5" ASI 041

11 A5.02

EST

R 2' - 1"

1'-1"

3'-11"

POOL HOUSE ROOF PLAN 1/4" = 1'-0"

12'-7 1/2"

8'-7 1/2" 3'-6"

7 ACM SKIRT

2'-4 1/2 "

RFI 156 A5.06

RFI 466 EMERGENCY PHONE

POOL HOUSE EMERGENCY PHONE POOL HOUSE EMERGENCY PHONE 8 8 3/8" = ASI 1'-0" 041 3/8" = 1'-0" 7

MCLEAN, V

° RFI 156 78

" 3/4

EW GREYSTAR G 8405 GREENSBORO DR

RFI 619

128°

RFI 592R1 RFI 592 RFI 576METAL COP ASI 041 RFI 514 RFI 466 ASI 026 ASI 020 RFI 156 100% CD NUMBER ISSUE

9'-3 3/4"

3'-0 1/2"

- 8"

EMERGENCY PHONE 1'-10 3/4"

GRANITE

RFI 156

EWD02

MARINE GRADE PLYWOOD R 2'

EQRFI 619

RFI 156

2'-4

11'-2 3/4"

3'-0" 10'-8"

1'-5 3/8"

10'-1"

1'-8"

53 /4"

43 45

9 A5.02 EQ

95°

4'-0"

134 °

TYP

10'-7"

10'-10 3/8"

11'-2 5/8"

13'-0 1/2"

2'-8 1/2"

6'-7 1/4"

13'-2 1/8"

4'-6" 11'-8 1/2"

13'-1 1/2"

1'-2 1/4"

VARIES

4'-0"

GREEN ROOF7'-4 1/4"

12 6°

STEEL ANGLES 1'-5 3/8"

4 5/8" 7'-6 1/2"

1 3/4"

2' - 11 1/4"

8°

1/2"

1'-4"

4 3/4"

A7 41

7'-7"

ASI 020

5'-6 1/2"

1'2"

3/ 4"

RFI 592

5 3/4"

4 1/4"

2'-11 1/4"

1'1 1'6"

1 1/2"

4 1/4"

CON01 ASI 026

2'-5 1/2"

ASI 020

3/4"

6 1/2"

1 TY /2" P

EMT01

ASI 026 POOL HOUSE INTERIOR ASI 041

6'-7 1/2"

9 1/2"

4 5/8"

'-2

EWD02

8 1/2"

P 1/2"

10"

P EST01

EST01

TYPICAL DOOR WOOD PANEL ELEVATION POOL - POOLHOUSE HOUSEEAST ELEVATION POOL HOUSE EAST ELEVATION TYPICAL DOOR WOOD9PANEL ELEVATION - POOL HOUSE 3 3 53/8" 3/4" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0"

1'-0"

RFI 466 " 47 47 '-4 R0 65 49 49 63 81 81 51 51 61 19 17 15 A2 13 11 9 7 5 3 191 17 15 13 11 9 7 5 3 1 21 53 21 53 59 79 79 55 23 23 77 55 77 57 57 57 75 25 75 25 55 73 59 73 59 27 27 71 ENLARGED PLAN - POOL HOUSE CANOPY 71 53 61 61 8 69 69 29 29 = 1'-0" 8 8 67 65 63 1/4" 67 65 63 51 31 31 49 33 33 A5.06 A5.06 94° " 47 47 1/4 35 35 11 45 45 37 37 1'RFI 514 43 43 41 39 41 39 * TYPICAL WOOD PANELS ARE 3/4" THICK

13'-3"

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

5'5

3/4 "

78°

ASI 026

1 3/4"

P NN

RECORD SET

R0 '-4

RFI 156

7/8"

40 1/4"

5B2 3/4"

4 5/8"

3' - 11 5/8"

151°

4'-9 1/4"

11'-6" 3'63 /4"

3'13 /4"

9'-8 5/8"

12'-5 1/4"

11'-2 1/8"

12'-6 1/4"

3'-11 1/2"

5'-2"

4'-9 1/4"

7'-6 1/4" 13'-1 5/8"

13'-0 1/4"

R 2'-3 3/4"

6 1/2"

3/ 4"

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

1'-4 1/4"

17'-3" 1'-4 3/4"

3'9

1/ 4"

17'-3"

2" 2"

EWD03

ASI 041

* ALL FULL LENGTH BATTENS TO BE 9'-6" * ALL FULL LENGTH BATTENS TO BE 9'-6"

1'-5 1/4"

9 1/2"

1 TY " P

3/ 4"

3'-0 7/8"

2' - 11 1/4" 2' - 11 1/4"

1 3/4"

R 3' - 4" 1/2"

4 3/4"

5' - 6 3/8" 12'-7 3/8"

6'-7"

5 3/4"

13'-0 1/2"

6'-7 1/4"

2'-8 1/2"

13'-2 1/8"

10'-4 5/8"

11'-2 5/8" 9 3/4" 2'-1 1 10'-10 B4 1/43/8" " 2'11 1 1'-2" B3 /4" 13'-2 1/8" 6'-2" 7'-6 1/4"

13'-1 1/2" 1'-2 1/4"

1 69

7 5

5 5/8"

3' - 11 5/8"

2' - 11 1/4"

37 39 41

1 3/4"

3' - 9 3/4"

3' - 8 7/8"

5" 2' -

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

1 1/2"

4 5/8"

1/2"

16'-9 3/4"

3'-0"

57 55 53

EPT04

2'-11 1/2"

2'-11 1/4"

12 6°

1/ 8"

2'5

8" 3'-0 7/8"

1'-4"

134 °

8" 8"

1 69

7'-7" 8"

1'-5 1/4"

6 A8 A5.01 2"

8 A5.01 2"

POOL HOUSE INTERIOR

2'-0 1/2"

1'6" 8° 12

5' - 5 5/8"

5' - 6 3/8"

1/2"

1'2"

2" 2"

ASI 02

A9 2"

EMT01

RFI 156

R 2' - 0"

1 TY /2" P

SEE DETAIL 9/A5.06 FOR EMERGENCY PHONE

A5.06

RFI 156 RFI 619 EPT04 1'-10 1/2"

2" METAL COPING RFI 2" 609 A7 2" 2"

5 3 8" /4"

R 3' - 4"

R 3'

5' - 10 1/4"

5' - 11 3/8"

R 10 '-7

1/2"

NN 43

A5.06 SPEAKERS

A5.06

RFI 156 B4 31 33 35 " 2 27 29 37 39 3/4 21 23 '-4 1/2 19 B5 4'-10 1/2 25 17 19 21 23 25 25 " 2'-4 41 43 " " 13 15RFI 13 15 17 43 45 45 B3 23 156 27 0 1/4 27 7 9 11 47 49 5 7 9 11 47 49 3 5 3 51 53 55 57 51 53 55 21 3'- 29 29 57 59 61 63 65 67 1 59 61 63 65 67 1 19 RFI 156 31 B6 B831 A5 17 RFI 156 R 33 15 A4 33 1' - 7" B7 13 2'-0" A9 35 35 11 9'-3 3/4" A6 1'-2" 9 37 37

31 33 35

SEE PLAN

R 17 '-2

- 4"

R 3' - 4"

40 1/4" 8" 3' - 9"

2'-3 3/4" 8"

27 29

ASI 020

3 RFI 156

RFI 592

RFI 156 A5.06

2 A5.01

2" 2

ENLARGED PLAN - POOL HOUSE FLOOR PLAN 4 ENLARGED PLAN - POOL HOUSE TRELLIS 1/4" = 1'-0" 5 1/4" = 1'-0"

ACM SKIRT

POOL HOUSE TRELLIS BEAMS - 2 EACH ENLARGED POOL HOUSE BAR DETAIL POOL HOUSE TRELLIS 7BEAMS - 2 EACH 3 7 3/8" = 1'-0" 1" = 1'-0" 3/8" = 1'-0"

VARIES

ASI 020

12 EF01 EPT04 A5.02

A5.06

2" 2" SPEAKERS 2"

RFI 609 METAL COPING

3'-4"

RFI 576

4'-3 1/4"

CON01 G1P2

A5 2"

3 EWD02 A5.01 A2

4'-0" EWD02

G1P2

3'-8 3/4"

3'61 /2" 9

A4 2"

VARIES SEE PLAN

'-9 R1

7'-3 1/4" POOL HOUSE INTERIOR

RFI 466

EWD02

4'-0"

RFI 156

EF01

RFI 156

4 1/4"

57 55 53

128°

CON01

RFI 466

" 3/4

" 3'-5

RFI 592

65 63 61 59 57 55 53 51 49

*PROVIDE 20% EXTRA MATERIAL TO ALLOW FABRIC TO DRAPE

11"

19 17

23 21

67 ASI 026

11'-6"

" 1/4

35 37 39

A5.06

7'-4 1/4"

RFI 156

A5.06

7" 1'-

11 1'-

A5.02 RFI 156 2'-5"

2" 1'-

" 3/4

7" 1'-

RFI 1/2" 514 6'-6

GRANITE

94°

65 63

RFI 626

G1P1

2" 2"

27 29 31

RFI 156

A5.06

2 A5.02

POOL HOUSE SOUTH ELEVATION POOL HOUSE SOUTH ELEVATION 2 3/8" = 1'-0"5 3/8" = 1'-0"

8 A5.01

4'-0" EWD02

2 1/8" 6"x6" INTAKE LOUVER

EMT01

4'-1 1/2"

1 4'-0"

LIFE GUARD OFFICE

EMT01

GRANITE

1'-10 1/2"

2" A8 * TYPICAL THICK WOOD PANELS ARE 3/4" THICK 2" * TYPICAL WOOD PANELS ARE 3/4" 2" 2" 2" ASI 041 ASI 041 5'-11 3/4"

R 0' - 5"

12'-5 1/4"

G1P1

POOL HOUSE INTERIOR

8 87 RFI 626 85 75 83 81 79 77

° 135

2" 1'-

6'-6 1/2"

4" - 3 1/

6'-8 1/2"

15 13 11 MARINE GRADE PLYWOOD 9 7 5

R 5'

POOL HOUSE CANOPY FABRIC RFI 592 12'-5 1/4" 3/8" = 1'-0"

7'-3 1/4"

5 3/4" RFI 592 12'-6 1/4"

4" - 2 1/

10"

RFI 592

R 0' - 5"

° 135

6'-8 1/2"

R 4'

' R0

B6 R1 '-2 ASI 026 6'-4 3/4"

" - 4 12'-6 1/4"

RFI 592R1

1'-9"

A5.06

4'-0"

- 5"

5B5 3/4"

/4" 01 3'-

1'-9"

18"x12" INTAKE LOUVER

POOL EQUIP. RFI 576 3'-2 3/4" ROOM

R 4'

12'-7 3/8" A6

RFI 156

4'-0" 2 1/8"

RFI 514

° 107

EST01

ASI 041

/4" 53

2'-0" 12'-7 3/8"

A6 1'-2"

RFI 592R1 1'63 /4" R1 '-7 "

1'-9"

A5.02 3'-8"

HSS 2" x 2" BEAMS

0" 1'-

ASI 026

3'4 53/4" 6'-3 /8"

6'-4 3/4"

6'-3 3/4"

65 63 69 67 61

ENLARGED PLAN - POOL HOUSE FULL LENGTH BATTENS ENLARGED PLAN - POOL 10 HOUSE FULL LENGTH BATTENS 1/4" = 1'-0"

STEEL ANGLES RFI 592R1

" '-4 R3

4'-10 1/2

0" 1'-

3'-2 3/8"

EPT04

2" x 2" STEEL PLATE

95°

/4" 53

10'-4 5/8"

10'-4 5/8" A5

71 73

1/4" RFI 466= 1'-0"

EPT04

HSS 2" x 2" POST

1'-8"

1'1

2' -

6'-3 3/4"

3'-8 1/4"

53 /4"

1/2 "

5'5

R7 '-1

2' -

3' - 8 7/8"

3/4 "3' - 9 3/4"

5' - 5 5/8"

5' - 1 1/2"

8" 8" 5" 6' - 4 1/8"

6' - 3 1/2"

131°

10'-10 3/8"

3/4 "

7 81 79 77

2410 17th St Washing P F

RFI 466

123°

R7 '-5

LANDSCA

/4" 33

10'-10 3/8"

RFI 466

R0 '-4 1/2 ASI 026 "

ASI 041 8 1/2"

B8 CON01

* TYPICAL WOOD PANELS ARE 3/4" THICK

131°

" 1/2

ASI 041

B6 CON01

1'-8 1/2"

/4" 33

2'-0 1/2"

2 5' -

RFI 466

POOL HOUSE INTERIOR 7'-8 1/2"

5 3/4" 1'-0"

2'-8"

53 /4"

69 67

123°

R 5' - 2 1/2"

7'-8 1/2"

13'-0 1/2"

3'-0A6 3/4" 2" 2" 2"

7/8

- 1" R 3' 8"

3' - 8 1/2"

- 1" A3 B2

- 0"

R 3' 13'-0 1/2" A3

A5.06

ASI 026

A5.06

'-5 3/8 A5 "

71 73 B4

2" 2"

RFI 592

3'-10"

SPEAKERS

EST01

0" 4'-

ASI 041

SPEAKERS

3'-3 1/2"

97 - POOL HOUSE TRELLIS ENLARGED PLAN 5 95 ENLARGED POOL HOUSE ADA BAR DETAIL 1/4" = 1'-0" 6 93 1" = 1'-0"

R 3'

6'-5 1/4"

2" 2"

1'-8 1/2" EWD03

ASI 020 3'3 1'-0" 4/4" A6 RFI 156

2' -

97 95 93

3' -

RFI 592

3/4"

1 3 TY /4" P 2 7/8" 1/2 "

R 3' - 4" 9 1/2"

R 10 '-7

1/2" R 17 '-2

5 5/8"

16'-9 3/4"

1/4

6'-2"

4'-6"

2'11 1 B3 /4"

8'-8 1/2"

11'-8 1/2"

7'-3 3/4"

13'-3"

151° 3'63 /4"

3'13 /4"

2'11

1'-4 1/4"

1'-4 3/4"

1/ 4" 3'9 5 3/4" 8"

RFI 592 13'-1 1/2"

5 3/4"

3'-4"

107109 103 105 27 29 31 101 99 1 3 33 1 3 5 7 5 7 35 9 11 13 15 17 19 21 23 25 9 11 13 15 17 19 21 23 25 37 39

ASI 026

3'-8 1/4"

3' -

6' - 4 1/8"

6' - 3 1/2"

5' - 11 3/8"

R 3' - 4"

3' - 11 5/8"

1 3 TY /4" P 2 1/2 "

3' - 9"

3'-0 7/8"

2' - 11 1/4"

5' - 5 5/8"

5' - 6 3/8"

1/2" R 10 '-7 1'-2"

9 3/4" 8"

13'-1 1/2"

5' - 5 5/8"

3' - 8 1/2"

3/4 TY " P

1/ 8"

R 3' - 4"

- 4" R 3'

5' - 11 3/8"

5' - 10 1/4"

6 1/2" 15'3/4" - 10 1/4"

5' - 1 1/2"

6' - 4 1/8"

6' - 3 1/2" R 3' - 4"

R 17 '-2

1/2"

3/4 TY " RP3' - 1"

3'-8 1/4"

3' - 9 3/4"

3' - 8 7/8"

2' -

5' - 5 5/8"

- 1" R 3'

3' - 8 1/2" 3' - 9"

2'5

www

BEAMS

RFI 466

" 3'-5

9'-1 1/4"

3'-8 3/4" 81 '-5 3'-7" 3/8 A5 " A5.06

3'-3 1/2"

4'-3 1/4"

MARINE GRADE PLYWOOD

EWD03

107109

EF02 METAL COPING

HSS STEEL BEAMS

4' - 0"

103 105 101 99

7712 Little Annand P F

POOL HOUSE ROOF PLAN 7 RFI 609 ENLARGED PLAN - POOL HOUSE CANOPY 1/4" = 1'-0" 8 1/4" = 1'-0" HSS STEEL

RFI 466

11"

13'-3"

ASI 026 A1

R 2' - 8"

2" 1° 10

13'-3" A1

7 ENLARGED POOL HOUSE ADA BAR DETAIL 6 1" = 1'-0"

3'-8"

B2 3'31 /4" A6 RFI 156

RFI 466

ASI 041

3'-8"

4'-0"

1'-0 1/2"

A1 A3 ENLARGED PLAN - POOL HOUSE WOOD PANELS ENLARGED PLAN - POOL 6 HOUSE WOOD PANELS 2" 1/4" = 2"1'-0" 1/4" = 1'-0" 2" ACM2" SKIRT

*ATYPICAL WOOD BATTENS HAVE * TYPICAL WOOD BATTENS HAVE NOMINAL DIMENSION OF 2" X 4"A NOMINAL DIMENSION OF 2" X 4" 5'-11 3/4"

4'-0"

1'-0 1/2"

5 3/4"

MARINE GRADE PLYWOOD

4'-0"

3'-8"

" 1/2 P TY

11 A5.02

9'-0 3/4"

P TY " 3/4

" 1/4 3'-2 B5

1° 10

RFI 466 POOL HOUSE NORTH ELEVATION POOL HOUSE NORTH ELEVATION B2 1 A1 3/8" = 1'-0" 3/8" = 1'-0"

CIVIL ENGINEERING

RFI 156

4'-0"

A2 A2 0 1/4" A1 0 1/4" WOOD PANELS * 3'-1 TYPICAL ARE 3/4"3'-1 THICK " 3'-10 1/4

A1 " 3'-10 1/4

5'-10 1/4" 3'-8"

RFI 156

ASI 020

RFI B5 156 A5.06 A5

RFI 156

PTD ARCHITECTURAL LOUVER, SEE MECH

EF02

POOL HOUSE INTERIOR 4'-0" 4'-0"

RFI 156

RFI 156 RFI 156

RFI 576

RFI 576 RFI 156

11 St. Peters P F info@pow www.pow

4'-0"

4'-1 1/2"

2'-5"

° 107

2'-8"

" 3/4 3'-5 B6

3'-0 3/4 "

ACM SKIRT

3'-2 3/4"

RFI 156

RFI 156 EWD02

EWD02

9 A5.02

METAL COPING

9'-0 3/4"

5'-0 1/4"

5'-10 1/4"

" 1/2 P TY

53 /4"

" 1/4 3'-2 B5

GRANITE

ASI 026

P TY " 3/4

3'-7"

" 3/4 3'-5 B6

R 2' - 8"

HSS 2" x 2" BEAMS

3'-8"

ASI 020

RFI 592R1

RFI 609

4' - 0"

HSS 2" x 2" POST

" 1/8

11 2'-

Power De

ASI 026

C3 3'-8"

" C2 1/8 11 2'-

5'-0 1/4"

RFI 514

5 3/4"

" 1/8

www.mi

TYP 1"

11 2'-

2" x 2" STEEL PLATE

Mid-At

TYP 1 1/4"

" C2 1/8 11 2'-

MEP ENGINEERING

RFI 466

GREEN ROOF

EWD03

*PROVIDE 20% EXTRA MATERIAL TO ALLOW FABRIC TO DRAPE

C3 3'-8"

11"

2'-5 1/2"

PTD ARCHITECTURAL LOUVER, SEE MECH

POOL HOUSE CANOPY FABRIC ENLARGED PLAN -9 POOL HOUSE CANOPY 3/8" = 1'-0" 1/4" = 1'-0"

5 3/4"

ENLARGED PLAN -BATTENS OVERALL POOL HOUSE BATTENS ENLARGED PLAN - OVERALL POOL HOUSE A2 5 1/4" = 1'-0" 1/4" = 1'-0"

POOL HOUSE CANOPY FABRIC 3/8" = 1'-0"

POOL HOUSE INTERIOR

4" - 3 1/

4" - 2 1/

A7B7

R 4'

4" - 2 1/

ASI 026

B6 RFI 466

Potom

sethr@ska ska

6'-7 1/2"

TYP 1 1/4"

RFI 609

R 5'

R 4'

4" - 3 1/

12435 Par

2" 1/ 1 YP 2" T 1/ 1 YP T " 4 1/ 3

1" P TY

Smislova, Keh Assoc

METAL COPING

METAL COPING RFI 609

2 1/2" TYP 3/4"

B2 B5

" '-4 R3

R 5'

" 1/2

4" 3/ P TY

1" /2" 11 " 1/2

*PROVIDE 20% EXTRA MATERIAL TO ALLOW FABRIC TO DRAPE

ASI 020

TYP RFI 156 TYP B4 TYP 2" 1 3/4" 2" 1 3/4" 2" 1/ P 1 3/4" 11 " 1 TY 1 B5 4 1/2" 4 1/2" /2 RFI 156 4 1/T4"1/2" B3 " 1 T /2 41 41 2 3 YP 1 TYP1 /2" /2" /4" 2 33 1/4Y"P 026 1ASI /4" 4/4'-"4 1 "1 1 1'4 T/4Y /2" 5/8 63 TY /2" 1 B6 B8 A5 8P " /4" " 3 8P 1 P 1" 1" A4 TY TY TY B7 P P A9 A5.06 A5.06 4" 3/ P A6 1 Y T

TYP 1 3/4" 4 1/4" " " /4 4 1/4 3'-2 13/8" ASI 4041 RFI 156

" 3/4 P TY

RFI 156

1" /2" 11 " 1/2

" 3/4 P TY

ASI 041 " 1/2

" '-4 R3

TYP 1"

1'63 /4"

ASI 026

" 3/4 P TY

ASI 026

3'45 /8"

3'-2 3/8"

R7 '-1

RFI 156

" 3/4 P TY

RFI 592R1

" 1/2

3/4 "

TYP 1 1/4"

TYP 3/4" 1"

RFI 466

'-2 R5

TYP 3/4" 1"

ASI 041

R7 '-5

4'-0"

info@r2l-

STRUCTURAL ENGINEERING

RFI 466

R 5' - 2 1/2"

ASI 026

TYP 3/4"

TYP 1 1/4"

R7 '-1

1 1/2" TYP 3/4" B4

2 1/2" TYP 3/4"

3/4 "

4'-0"

R7 '-5

- 0"

" 1/2

- 1"

2 5' -

3'-8"

R 5' - 2 1/2"

R 3'

- 0"

- 1"

P TY " 3/4

" 1/4

1 1/2" TYP TYP 3/4" 3/4" TYP TYP 3/4" 1/2" 3" B3

HSS STEEL BEAMS

10'-8"

7/8

2 3' -

R 3'

1 1/2" TYP 1 1/2" TYP 1 1/2" TYP 1 3/4" 041 3/4" ASI 041 4" P 3/ ASI 3/ 1 3/4" TY " 4" TYP 3/4TYP 1/2"TYP 1/2" TYP 3/4" 1/2" 3" 3'-8"

1 1/2" TYP TYP TYP 1 3/4" 3/4" 1 3/4" /4" 11

3222 N ST Washing

3'-10"

7/8

3'-10"

EMT01

WIRELE ACCESS G EM ENLARGED POOL ASI 041

A5.0

ASI 020

7 CONSTRUCTION DOCUMENT DRAWINGS

1 A5.02

A5.06 1

DRAW

RFI 466

A5.02

6" 2"

GROMMET IN FABRIC WITH WASHER AND SCREW

THRU BOLTS

METAL PANEL FASTENER SEAL ALL PENETRATIONS

HSS 8x2 STEEL BEAM

GREEN ROOF

UNDERSIDE PAINTED TO MATCH BEAMS

HSS BEAM

WOOD BEAMS

5 3/4"

POST LOCATED AS CLOSE TO PARAPET AS POSSIBLE

PARAPET FLASHING FULLY ADHERED (AND WITH SUPPLEMENTAL MECHANICAL ATTACHMENT REQUIRED BY MANUFACTURER)

TRELLIS BEAM CROSS SECTION 3" = 1'-0"

HSS 8x2 STEEL BEAM

1 7/8"

4" J RUNNER ASI 041

HSS 4x3 POSTS

POOL HOUSE CANOPY FABRIC ATTACHMENT 3" = 1'-0"

RFI 466

WOOD BEAM

SELF-ADHERED MEMBRANE FLASHING

TERMINATION BAR

4 7/8"

CONTINUOUS METAL COPING

UNDULATING WOOD BEAMS

GROMMET IN FABRIC WITH WASHER AND SCREW

2 3/8"

FABRIC

1' - 11 7/8"

VARIES

1' - 0" O.C.

FABRIC

CONCRETE

2" X 4" WOOD BATTEN

RIGID INSULATION (FULLY ADHERED) WOOD PANEL DRAINAGE COMPOSITE

AIR/WATER BARRIER

SHEATHING

ASI 020

CONTINUOUS HRA MEMBRANE

4" J RUNNER

ATTACHMENT OF BATTENS IN FRONT OF WOOD PANELS OCCURS ABOVE WOOD PANEL. SEE DETAIL 1/A5.02 FOR CLARIFICATION

ASI 041

7/8" HAT CHANNEL

S RIE VA N LA EP SE

WOOD PANEL CEILING, WHERE OCCURS

AIR/WATER BARRIER

ASI 020

POOL HOUSE SECTION AT TRELLIS 3" = 1'-0"

7/8" HAT CHANNEL

S RIE VA N LA EP SE

SCHEDULED PARTITION 2" X 4" WOOD BATTEN GREEN ROOF

HM FRAME

FULL LENGTH BATTENS

CONCRETE

J CHANNEL S RIE AN VA E PL SE

4" J RUNNER

SILENCER/GASKET ASI 020

ASI 041

SCHEDULED DOOR WOOD PANEL RAINSCREEN

ASI 020

STEEL ANGLE

TYPICAL POOL HOUSE DOOR HEAD DETAIL 3" = 1'-0"

VARIES

S RIE AN VA PL E SE

UPPER WOOD BATTENS

WOOD BATTEN

2 CM GRANITE 5/8" MARINE GRADE PLYWOOD ASI 020 6 A5.02

SLOPE 1/8": 1'-0" 1/4"

WOOD PANEL RAINSCREEN

2nd Floor 442' - 0"

2" TYP

4" J RUNNER

5 3/4"

1/4"

RFI 514

VARIES

ACM METAL PANEL SKIRT

ACM METAL PANEL 13 A5.02

1/2" SEALANT

COUNTER FLASHING

2'-2"

ACM METAL PANEL

2'-6"

BLOCKING

7 1/2"

WALL SUBSTRATE

ASI 020

ELASTOMERIC COATING

CONCRETE

DOWEL INTO CONCRETE SLAB

STUD WALL

AIR / WATER BARRIER SUNDEK COATING

DOWEL INTO CONCRETE SLAB

HSS 2 x 2 STEEL BEAM

ENLARGED POOL HOUSE ADA BAR EDGE 13 3" = 1'-0"

11'-5"

HSS 2 x 2 POST

WOOD PANEL

COUNTER FLASHING

3'-6"

HSS 2 x 2 BEAM

2 CM GRANITE

2'-10"

3 1/4"

5 3/4"

5/8" MARINE GRADE PLYWOOD

9'-6"

2 CM GRANITE

5 3/4" SLOPE 1/8": 1'-0"

13'-5"

POOL HOUSE AND AMENITY STAIR BATTEN DETAILS 3" = 1'-0"

1/4"

SUNDEK COATING

COUNTER FLASHING

MARINE GRADE PLYWOOD

POOL HOUSE SECTION AT ADA BAR 1 1/2" = 1'-0"

2 1/4"

STUD WALL

RFI 514

RFI 127

ELASTOMERIC COATING

8" SUNDEK COATING

AIR / WATER BARRIER ACM METAL PANEL

RFI 127

SEALANT BLOCKING

CONCRETE

ASI 041

CONCRETE

POOL HOUSE SECTION AT BAR 1 1/2" = 1'-0"

ASI 041

RFI 127

2'-8 1/2"

GRANITE

3" TYP

RFI 127

5 3/4"

ELASTOMERIC COATING

3" TYP

RFI 127

2'-2"

1'-0" MAX

5/8" MARINE GRADE PLYWOOD

WOOD RAINSCREEN

ENLARGED POOL HOUSE BAR EDGE 3" = 1'-0"

SCHEDULED DOOR

STEEL ANGLES COUNTER FLASHING

SILENCER/GASKET HM FRAME

MARINE GRADE CUSHION SCHEDULED PARTITION

SUNDEK COATING

ASI 020 ELASTOMERIC COATING

SCHEDULED DOOR

AIR/WATER BARRIER SLOPE 1/8": 1'-0" 7/8" HAT CHANNEL

THERMAL BARRIER SADDLE

SUNDEK COATING

WOOD RAINSCREEN ASI 020

1/2"

CONCRETE

PAINT TRANSITION, WHERE OCCURS

J CHANNEL

01 GROUND 430' - 0"

ASI 041

DOOR

TYPICAL POOL HOUSE DOOR SILL DETAIL 3" = 1'-0"

TYPICAL POOL HOUSE DOOR JAMB DETAIL 3" = 1'-0"

POOL HOUSE SECTION AT BENCH 1 1/2" = 1'-0"

TYPICAL SECTION AT POOL HOUSE 1" = 1'-0"

CONSTRUCTION DOCUMENT DWGS

PROSPECT GARDENS INTEGRATED DESIGN STUDIO SITE: NEW ORLEANS, LA STUDIO : SPRING 2021 PROFESSORS : IRENE KEIL

THIS INTEGRATED DESIGN STUDIO WAS TASKED TO DESIGN A MIXED USE OFFICE SPACE WHICH INCLUDED A COMMUNITY ROOM, CAFE, EVENT SPACE AND GALLERY. THE FOCUS OF THIS STUDIO WAS TO INTERGRATE DESIGN TECHNOLOGIES AND SYSTEMS SUCH AS MECHANICAL/ PLUMBING AND STRUCTURAL WHILE MEETING SITE SPECIFIC BUILDING CODES AND LIFE SAFETY AND EGRESS REQUIREMENTS. I EXPANDED UPON THESE TASKS TO CREATE A BUILDING INSPIRED BY BIOPHILIA, ONE IN WHICH NATURE WAS THOUGHTFULLY INTRODUCED INTO THE MIXED USE ENVIORNMENT TO ADHERE TO THE FOUR PATTERNS OF BIOPHILIC DESIGN. REFUGE, A PROTECTIVE ENVIRONMENT TO SUPPORT RESTORATION; PROSPECT, AN EXPANSIVE LANDSCAPE FOR CONTEMPLATION; VISUAL CONNECTION WITH NATURE, A VIEW OF NATURAL ELEMENTS; CONNECTION WITH NATURE, AWARENESS OF NATURAL PROCESSES AND TEMPORAL CHANGES I CREATED NUMEROUS SPACES THROUGHOUT THE BUILDING FOR ONE TO FEEL IMMERSED IN NATURE, THUS BENEFITING OVERALL MOOD, PRODUCTIVITY AND WELL-BEING. FROM OUTDOOR TERRACES WITH PLANTERS, TO EXTERIOR GARDEN BRIDGES, TO A ROOFTOP URBAN FARM, THE DESIGN HELD BIOPHILIA AT ITS CORE.

SOUTH EXTERIOR RENDER

SOUTH ELEVATION

WEST ELEVATION

ENTRY

OUTDOOR TERRACE

EVENT SPACE

OPEN OFFICE

GALLERY

CAFE DN

COMMUNITY ROOM OPEN BELOW

OPEN BELOW

LOBBY

BUTTERFLY GARDEN

ENTRY

GARDEN TERRACE

H 1

40'

URBAN FARMSTEAD GARDEN

10'

20'

40'

GROUND LEVEL SECOND LEVEL

SECOND LEVEL

OPEN OFFICE

URBAN FARMSTEAD GARDEN

BLUE ROOF B

LAVENDER GARDEN

WILD GRASS GARDEN

GARDEN BRIDGE

OPEN BELOW

WILD GRASS GARDEN

H 1

LIBRARY 0'

10'

GARDEN BRIDGE 20'

40'

H 1

KITCHEN 0'

THIRD LEVEL

10'

20'

40'

ROOF LEVEL

BUTTERFLY GARDEN

SHADING/VINING TRELLIS

IPE WOOD PLANKS W/ RIGID INSULATION (STRUCTURAL SLAB TO SLOPE 1/4” PER FOOT TO DRAIN)

CONCRETE ELEVATOR SHEAR WALL

PARAPET W/ RAILING ATTACHMENT PERFORATED HUNG CEILING

SHADING/ VINING TRELLIS

LINEAR DIFFUSER

Q-AIR (5 CHAMBER) GLAZING W/ HIDDEN MULLION

W16x36 STEEL GRIDER

8” DIA. SUPPLY AIR DUCT

CONCRETE SLAB W/ METAL DECK W10x49 STEEL COLUMN (INTUMESCENT PAINT)

IPE WOOD PLANKS PLANTER ASSEMBLY CONCRETE SLAB W/ METAL DECK EXTERIOR SOFFIT W/ EXTERIOR GRADE GYPSUM, RIGID INSULATION AND METAL PANEL

WOOD PLANK FLOORING MAIN ENTRY W16x36 STEEL GIRDER (SPRAY FIREPROOFING) MAIN ENTRY STAIR

PARTIAL SECTION THROUGH SOUTH FACADE

4’-0” DEPTH CONCRETE PILE CAP

ADA ACCESSIBLE RAMP

2’-0” DIA. CONCRETE FRICTION PILES

PERMEABLE PAVED SIDEWALK

BIORETENTION PLANTER ASSEMBLY

SECTION PERSPECTIVE

URBANBUILD17

AFFORDABLE HOUSING CONSTRUCTION SITE: 1822 WASHINGTON AVE. NEW ORLEANS, LA STUDIO : JANUARY 2022 - COMPLETION (MAY 2022) PROFESSORS : BYRON MOUTON AND SARAH ALLEN HARPER THIS STUDIO WAS THE BUILD PORTION OF A DESIGN/BUILD STUDIO TASKED WITH CONSTRUCTING A TWO BEDROOM ADA ACCESSIBLE AFFORDABLE DWELLING ON AN EMPTY LOT. UNDER THE SUPERVISION OF THE PROFESSORS A TEAM OF 12 STUDENTS COMPLETED GROUND UP CONSTRUCTION IN A FIVE MONTH PERIOD. THE TEAM PREPARED TRENCHES AND POURED CONCRETE FOUNDATIONS; ASSEMBLED WOOD FRAMING SYSTEMS; INSTALLED WATERPROOFING SYSTEMS AND EXTERIOR CLADDING; MANUFACTURED CUSTOM MILLWORK AND TESTED PROTOTYPES; INSTALLED WINDOWS, DOORS, FLOORS, CABINETRY AND CUSTOM MILLWORK, AND EXECUTED LANDSCAPE DESIGNS INVOLVING GRADING, INSTALLING PAVERS, GRAVEL, SOD AND PLANTER BEDS. THE TEAM ALSO WORKED CLOSELY WITH THE CLIENT (THE BETHLEHEM LUTHERAN CHURCH) REGARDING MATERIAL CHOICES AND COLORS. THE TEAM ALSO COLLABORATED WITH MECHANICAL, PLUMBING, ELECTRICAL, ROOFING AND DRYWALL CONSULTANTS DURING THE CONSTRUCTION PROCESS. THIS HANDS-ON CONSTRUCTION PROCESS ALLOWED THE TEAM TO FULLY UNDERSTAND HOW ARCHITECTURE TRANSLATES FROM PAPER/DIGITAL TO THE REAL WORLD.

PLAN (BY OTHERS)

SUGAR ROOTS FARM

THE ALBERT AND TINA SMALL CENTER SITE: LOWER ALGIERS, NEW ORLEANS, LA STUDIO : AUGUST 2021 - COMPLETION (JANUARY 2022) PROFESSORS : EMILIE TAYLOR WELTY AND JOSE COTTO

OBSERVATION DECK

BIOSWALE

THIS DESIGN/BUILD STUDIO CONSISTING OF UNDERGRADUATE AND GRADUATE STUDENTS WAS TASKED TO DESIGN AND FABRICATE AN OUTDOOR TEACHING SPACE AND FUTURE KITCHEN. THE LARGE PAVILION ADDRESSES EXISTING WATER MANAGEMENT ISSUES AND PROVIDES A SPACE FOR EXPANDED PROGRAMMING ON THE EDUCATIONAL FARM. THE SMALL CENTER TEAM WORKED VERY CLOSELY WITH THE CLIENT TO DETERMINE THEIR SPECIFIC NEEDS AND DESIRES FOR EXPANDING THE EDUCATIONAL PROGRAM. THE BUILT CLASSROOM SPACE IS A RAISED CONCRETE SLAB WITH INTEGRATED DRAINAGE THAT ANCHORS A LARGE STEEL AND WOODEN ROOF STRUCTURE. THE ROOF PROVIDED A LARGE SHADED AREA FRO CLASSES AND DIRECTS WATER TO A CISTERN AND A BIOSWALE TO ALLEVIATE THE LOCALIZED FLOODING. THE STRUCTURE INCLUDES WASH STATIONS FOR THE FARM’S PRODUCE AND LARGE COUNTERS FOR TEACHING CANNING AND COOKING CLASSES. THE SPACE IS BRACKETED BY A STORAGE AREA FOR KITCHEN EQUIPMENT AND SUPPLIES AND AN EDUCATIONAL WALL WITH FIXED SIGNAGE AND A CHALKBOARD FOR CLASS ACTIVITIES.

CISTERN

KITCHEN STORAGE

EXISTING BARN

CLASSROOM AREA

ADA RAMP

PLAN OF NEW OUTDOOR KITCHEN/CLASSROOM (RIGHT) AND EXISTING BARN (LEFT) (NOT TO SCALE) (BY OTHERS) N

OFF THE GRID/IN THE CITY NORFOLK ISLE: A RESILIENT BOUNDARY SITE: NORFOLK, VA STUDIO : FALL 2015 PROFESSOR : PHOEBE CRISMAN

THIS STUDIO TASK WAS TO DESIGN A SELF-SUFFICIENT ENVIRONMENTAL EDUCATION CENTER, A SERIES OF OUTDOOR SPACES AND A LIVING SHORELINE THAT DEMONSTRATE RESILIENT URBAN AND ARCHITECTURAL STRATEGIES.

UNDULATING STEEL ROOF

THIS DESIGN CHALLENGE INTRODUCED ME TO RESILIENT ARCHITECTURE AND ITS ABILITY TO HEAL AN ENVIRONMENT BY BECOMING A CRUCIAL PART OF THE ECOSYSTEM. I DESIGNED A SELF-SUSTAINING EDUCATION CENTER SUPPORTED BY PIERS IN A HARBOR PERCHED ALONG A REHABILITATED WETLAND WHERE THE COMMUNITY COULD LEARN ABOUT THE ENVIRONMENT AND SUSTAINABLE ARCHITECTURE IN AN INTERACTIVE YET EDUCATIONAL WAY.

THIRD FLOOR STEEL COLUMNS

THE DESIGN FULLY EMBODIES THE IDEA OF A RESILIENT BOUNDARY BY EXISTING WITHIN THE THRESHOLD OF THE SHORELINE AND THE HARBOR. THE CENTER HOUSES MULTIPLE CLASSROOMS AND EDUCATIONAL WORKSHOPS AS WELL AS RAINWATER COLLECTION TANKS THROUGHOUT.

GROUND FLOOR PLAN

ROOF UNDULATING STEEL FRAME LASER CUT SKYLIGHTS

THIRD FLOOR PLAN SECOND FLOOR STEEL FRAME SECOND FLOOR PLAN GROUND FLOOR STEEL FRAME

CONCRETE PIERS

BY FULLY INTERGRATING WITH THE HARBOR, THE CENTER IS DESIGNED TO ALLOW THE LEARNING BARGE, THE WORLD’S FIRST FLOATING WETLAND CLASSROOM, TO DOCK FOR EXTENDED PERIODS OF TIME AS AN ADDITION TO THE CLASSROOMS AND WORKSHOPS PROVIDED.

FLOATING DOCK

EXPLODED STRUCTURE AXON

CONFERENCE ROOM/ MEETING SPACE

EVENT SPACE

THIRD FLOOR

OFFICE

CLASSROOM

BALCONY

SECOND FLOOR

EXHIBIT ROOM

WETLAND WORKSHOP

RAINWATER COLLECTION

GROUND FLOOR

KAYAK STORAGE

LEARNING BARGE

WALL SECTION

LONGITUDINAL SECTION

RESEARCH THESIS OSCILLATING GROUND SITE: VERO BEACH, FL STUDIO : SPRING 2016 PROFESSOR : W.G. CLARK

IMAGINE YOUR FAVORITE COASTAL CITY, ITS GORGEOUS COASTLINE, BEAUTIFUL WHITE SAND, PURELY TRANQUIL. NOW IMAGINE THAT SAME CITY IN 2100 COMPLETELY SUBMERGED BELOW THE OCEAN; THE NEW ATLANTIS, A LOST CITY. WORST CASE SCENARIO SEA LEVEL RISE FOR THE YEAR 2100 IS PREDICTED AT 6.6 FT. OUR COASTLINES AND BEAUTIFUL BEACHES WILL BE COMPLETELY OBLITERATED, SO HOW CAN WE MAINTAIN LIVING IN THESE COASTAL CITIES? THE ANSWER IS TO ADAPT AND THIS PROJECT IS THE ANSWER. INSPIRED BY A HOUSEBOAT, THIS DESIGN TAKES IT TO THE NEXT LEVEL AND BECOMES A SAFE HAVEN COMMUNITY THRIVING ATOP THE OCEAN’S FLUCTUATING SEA LEVEL. DESIGNED WITH A CONCRETE PONTOON LANDSCAPE, WINDMILLS, AND RAINWATER COLLECTION TANKS, THIS SELF-SUFFICIENT ISLAND EMBRACES THE OCEAN.

SITE PLAN

6’-0” SEA LEVEL RISE - YEAR 2100 4’-0” SEA LEVEL RISE - YEAR 2066 2’-0” SEA LEVEL RISE - YEAR 2036 0’-0” SEA LEVEL RISE - YEAR 2016

SEA LEVEL RISE PREDICTIONS

MASTER BEDROOM OCEAN VIEW

LIVING ROOM

GRAPHIC NOVEL SANCTUARIES: THE CITY OF SMOG SITE: MINERAL CITY, VA STUDIO : FALL 2014 PROFESSOR : SETH MCDOWELL

THIS STUDIO REVOLVED AROUND CREATING A MANIFESTO OF UNFINDABLE ARCHITECTURE, DEFINED AS THE EXCEPTION OR SPECIAL OCCURENCE; IT IS PROBABLY DISFUNCTIONAL AND PROBABLY IMPOSSIBLE. BASED ON THE STUDY OF “PATAPHYSICS”, THE SCIENCE OF IMAGINARY SOLUTIONS AND THE LAWS GOVERNING EXCEPTIONS, I DESIGNED A SOLUTION FOR A DYSTOPIAN FUTURE PLAGUED BY POLLUTION FOR A “LOST TOWN” OF VIRGINIA. THIS NOVEL TELLS THE TALE OF A CITY THAT FALLS PREY TO COMMODITY FETISHISM WHICH LEADS TO EXTREME POLLUTION. THE ONLY WAY TO SURVIVE IS TO FLEA THE GROUND PLANE AND LIVE ABOVE THE CITY. STRUCTURES KNOW AS “SANCTUARIES”, CREATED THROUGH A PROCESS OF SYTHESIZING POLLUTED AIR PARTICLES INTO CLEAN, LIVEABLE ENVIRONMENTS ABOVE GROUND BEGIN TO EMERGE, BUT THE MORE POLLUTED THE AIR, THE MORE SANCTUARIES. A SOCIETY THAT DOES NOT LEARN FROM ITS MISTAKES IS GUARANTEED TO REPEAT THEM. SYZYGY = THE PROCESS OF CREATING FORMS PRODUCED WHEN OPPOSING MATERIALS REACT WITH ONE ANOTHER. THROUGH THE COMBINATION OF HOT WAX, ICE, AND PLASTIC PELLETS, THESE COLORFUL STRUCTURES WERE FORMED AND EMERGED AS THE INSPIRATION FOR THE GRAPHIC NOVEL.

SANCTUARY GROWTH YEAR 2

SANCTUARY GROWTH YEAR 4

SANCTUARY GROWTH YEAR 6

SANCTUARY GROWTH YEAR 8

SANCTUARY GROWTH YEAR 10

SANCTUARY INTERIOR LIVING ROOM

SANCTUARY SECTION

SANCTUARY STRUCTURES SECTIONN