Work Sample_2011-2019

PORTFOLIO S el ec ted P r o f es s io n a l & A c a d e m i c P r o je c t s | 2 0 1 1 - 2 0 1 9

WEIHAO LIANG, RA, LEED AP BD+C, WELL AP

Washington - Alexandria Architecture Center 1001 Prince Street Alexandria, Virginia 22314 703.706.3030 Fax: 703.549.0532 www.waac.vt.edu

Architecture and Urban Studies College of

May 18, 2016

To whom it may concern: I am writing to recommend Weihao Liang who is currently completing his Master of Architecture degree at the Washington-Alexandria Architecture Center of Virginia Tech. Throughout his time here, Weihao has been highly motivated and willingly put significant effort toward his education.

He is very thoughtful and quickly understands complex concepts. He is able to synthesize ideas into clear graphic form and verbally articulate them. He has outstanding graphic and visual communication skills across many media, both by hand and computer. Weihao is a very sincere person who is dedicated to work as long as it takes in order to achieve a good result. I am certain that he will be a fine intern architect and contribute substantially to any firm where he works.

I have known Weihao for two years as my student in design studio and then for his thesis. I am a registered architect and a professor of architecture at the Washington-Alexandria Architecture Center of Virginia Tech where I have been based for the past sixteen years. I am happy to answer any further questions you might have about Weihao Liang.

Sincerely,

Paul Emmons, RA, PhD Professor of Architecture pemmons@vt.edu

Inve nt the Future VI R G I N I A

PO L Y T E C H N I C IN S T I T U T E AN D ST A T E UN I V E R S I T Y An e q u a l o p p o r t u n i t y , a f f i r m a t i v e ac t i o n in s t i t u t i o n

TABLE OF CONTENTS PROFESSIONAL PROJECTS 01 02 03 04

1 3 9 15

05

21

ACADEMIC PROJECTS 05 Library Design 06 Community Center 07 Chinese Traditional Academy 08 Hospital Design 09 Performing Art Center 10 Parametric Design 11 Stadium Design

OTHERS

29 33 37 38 39 40

1

01 Mixed-Use Under Construction (fast-track) Principal & Designer: Roger Miller Project Manager: Conrad Bobarch

West End Summit Nashville, Tennessee Role in the Project:

- Participated in DD, CD and CA phases - Participated in facade and landscape design - Produced construction drawings, reviewed submittals and RFIs, coordinated with consultants and manufactueres

Softwares Used: - Revit - Autocad

2

3

02 Mixed-Use Tenant Improvent Building 2: 8,529 sq.ft.

Building 3: 10,659 sq.ft.

Completion: 2018 Principal & Designer: Jonathan Parks Photos: Snell Engineering

Rosemary Square Phase II Sarasota, Florida

Role in the Project:

-- Participated in DD, CD and CA phases for core and shell design -- Involved in four tenant improvement projects from SD to CA, including Overton R estaurant, Sarasota Ballet, S olstice Architect Office, and Spice Station Restaurant -- Produced construction drawings, 3D model, and rendering -- Coordinated with structural engineers, M E P F, a c o u s t i c c o n s u l t a n t , a n d manufacturers -- Performed site visits, reviewed submittals, prepare revision drawings -- Participated in signage planning and design

Softwares Used: -- Sketchup -- AutoCAD -- Photoshop

4

5

6

7

8

9

03 Completion:2019 51,588 sq.ft.

Parking Spaces:500 Principal & Designer: Jonathan Parks

St Armands Parking Garage St Armands Key, Sarasota, Florida Role in the Project: - Participated in predesign and all design phases - Produced 3D model and presentation materials - Assisted in producing SD, DD & CD drawing sets - Reviewed submittals, answered RFIs - Participated in signage planning and design

Softwares Used: -- Sketchup -- AutoCAD -- Revit -- Photoshop

10

11

12

FACADE DESIGN DEVELOPMENT 1.9

2

3

1' - 8"

36' - 0"

36' - 0"

1 1/2" CIRCULAR HANDRAIL

2017, C

CONTINUOUS GALVANIZED ANGLE

6"

6"

5"

NOTE: REFERENCE SHOP DRAWINGS PROVIDED BY CAMBRIDGE ARCHITECTURAL MESH FOR MESH ASSEMBLY COMPONENTS AND LOAD CALCULATIONS.

TOP EYEBOLT ASSEMBLY 18" O.C.

1777 MAIN STREET SUITE 200 SARASOTA, FL 34236

Level 4 37' - 6"

PHONE: 941.379.7600 WWW.KIMLEY-HORN.COM CA 00000696

This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared.

Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

2017 0411

REINFORCED CONCRETE STAIR SEE STRUCTURAL

CANTILEVER BEAM, SEE STRUCTURAL

STAIR 1 SECTION

1

CONSULTANT 1/8" = 1'-0"

1.9

2

3

1900 MAIN SUITE 202 1' STREET - 8" SARASOTA, FL 34237

SPIRAL MESH BEYOND

36' - 0"

36' - 0"

tel: 941.365.5721 fax: 941.365.5720

9

e: jparks@solsticearchitecture.com

2018 0508 RENDERING CREDIT TO KIMLEY-HORN B.8

CAMBRIDGE ARCHITECTURAL MESH PATTERN: HURON

1' - 4 1/2"

SEALS 1

1

6"

Level 4 37' - 6"

R9 '-

2017 0511

11 7/8 "

R

LANDING

LANDING

12 13 14 15 16 17 18 19 20 21 22 23

SCUPPERS

NOTE: SLOPE CAST-IN-PLACE CONCRETE TOPPING AT LANDINGS TOWARDS SCUPPERS

3' - 0"

tel: 941.365.5721 fax: 941.365.5720 e: jparks@solsticearchitecture.com

SEALS

1' - 4 1/2"

10' - 0"

1900 MAIN STREET SUITE 202 SARASOTA, FL 34237

CAMBRIDGE ARCHITECTURAL MESH PATTERN: HURON

CALLOUT OF MESH AT N. ADAMS ENTRY 1/4" = 1'-0"

ALUMINUM HANDRAIL W/ REFLECTA COATING & LED STRIP LIGHT

2.5' BETWEEN RACKS

5

4 A-550

INVERTED U BIKE RACK PLAN 3/4" = 1'-0" 1' - 6" TYP.

7/8"

R

6' MINIMUM SPACING

CALLOUT OF MESH AT N. ADAMS ENTRY 1 1/4" = 1'-0"

Level 3 26' - 6"

3

Level 2 15' - 6"

9"

INVERTED U BIKE RACK ELEVATION 3/4" = 1'-0"

PRECAST SPANDREL PANEL - SEE STRUCTURAL

PRECAST SPANDREL PANEL - SEE STRUCTURAL

CONTINUOUS GALVANIZED CHANNEL TOP EYEBOLT ASSEMBLY (18" O.C.)

CAMBRIDGE ARCHITECTURAL MESH

2 A-550

TYP.

10 6' - 7"

6' - 7"

TOP EYEBOLT ASSEMBLY (18" O.C.)

MESH PANEL DETAIL 1 1/2" = 1'-0"

5 A-510

PARKING GARAGE CLIENT PROJECT INFO

2' - 4"

Level 1 3' - 6"

BOTTOM EYEBOLT ASSEMBLY (18" O.C.)

CONTINUOUS GALVANIZED ANGLE

CONTINUOUS GALVANIZED CHANNEL

CAMBRIDGE ARCHITECTURAL MESH

9

MESH PANEL SECTION 1/2" = 1'-0"

4

MESH PANEL SECTION - Callout 2 1" = 1'-0"

MESH PANEL DETAIL 102 MESH PANEL SECTION - Callout 1 1" =1 1'-0" 1/2" = 1'-0"

MESH PANEL DETAIL, N.T.S

FOR CITY ENGINEER'S USE

PRE-CAST CONCRETE STRINGER SCUPPER (SEE PLAN FOR LOCATION)

PRE-CAST STAIR

NO:

ALT.

DATE

DRAWING ISSUE DESCRIPTION

DESIGNED BY:

Solstice Planning and Architecture

DRAWN BY:

DL

CHECKED BY:

JP

SCALE:

As indicated

DATE:

12/04/2017

PROJECT NO:

CONNECTION BOLT

DETAILS DATE

ALUMINUM SUPPORTS SPACED 36" O.C. PERFORATED METAL PANEL PNT, WHITE

16-17

FILENAME:

NO:

PRECAST KNEE WALL - SEE STRUCTURAL

ALUMINUM HANDRAIL W/ REFLECTA COATING

CLIENT PROJECT INFO

FOR CITY ENGINEER'S USE BOTTOM EYEBOLT ASSEMBLY - 18" O.C.

12/11/2017 11:26:29 AM

12/11/2017 11:26:52 AM

TYP.

6' - 7"

\\Server2\Redirected Folders\tjarrett\My Documents\16-17_ST ARMANDS GARAGE_CENTRAL_dlear.rvt

14' - 0"

CONTINUOUS GALVANIZED CHANNEL

ST. ARMANDS PARKING GARAGE ST. ARMANDS

3' - 0"

10' - 0"

INTERMEDIATE BRACKET 18" O.C. - SEE SHOP DRAWINGS

10 A-550

- 11

\\Server2\Redirected Folders\tjarrett\My Documents\16-17_ST ARMANDS GARAGE_CENTRAL_dlear.rvt

R 9'

INVERTED U BIKE RACK ELEVATION 3/4" = 1'-0"

3

13

9 10 11 12

Enlarged Floor Plan - Stair 1 1/8" = 1'-0"

2 6' MINIMUM SPACING

PRECAST SPANDREL - SEE STRUCTURAL

2017 0613

8

1777 MAIN STREET SUITE 200 SARASOTA, FL 34236

9"

9

B.8

2 A-550

7

CONSULTANT

INTERMEDIATE BRACKET 18" O.C. - SEE SHOP DRAWINGS

1

6

This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared.

Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

TYP.

SPIRAL MESH BEYOND

Level 3 26' - 6"

5

PHONE: 941.379.7600 WWW.KIMLEY-HORN.COM CA 00000696

1' - 6"

11"

Level 4 37' - 6"

NOTE: REFERENCE SHOP DRAWINGS PROVIDED BY CAMBRIDGE ARCHITECTURAL MESH FOR MESH ASSEMBLY COMPONENTS AND LOAD CALCULATIONS.

INVERTED U BIKE RACK PLAN 3/4" = 1'-0"

5

6" 6" 5"

PRECAST SPANDREL - SEE STRUCTURAL

4

2017, C

5" TOP EYEBOLT ASSEMBLY 18" O.C.

4 -550

3

A

2.5' BETWEEN RACKS

CONTINUOUS GALVANIZED ANGLE

6"

2

A-510

DRAWING ISSUE DESCRIPTION

Permit Submission

DETAIL AT STAIR 1 RAILING 3 A-550

Solstice Planning and Architecture 3/4" BY: = 1'-0" DESIGNED

STAIR DETAIL, N.T.S DRAWN BY:

DL

CHECKED BY:

JP

SCALE:

As indicated

DATE:

12/04/2017

PROJECT NO:

16-17

FILENAME:

4

DETA 3/4"

GENERAL NOTES 1.

MADISON DRIVE

1

ALUMINUM HANDRAIL WITH LED LIGHT STRIP

1.9

2

3

4

2.

5

6

7

8

8.5

9 3.

43' - 6"

1' - 8"

36' - 0"

36' - 0"

30' - 9"

STAIR 1

30' - 9"

2 A-510

105

36' - 0"

36' - 0"

18' - 2"

5

27' - 0"

4.

OFFICE

109

HATCH LEGEND

HALL

A-510

108

PRECAST CONCRETE CMU

17' - 8"

METAL STUD WALL

LOBBY/ATTENDANT

5 A-540 C A B

A-902

42' - 4"

4

ELEVATOR 2

E1

1 A-403

1 A-400

RESTROOM

A-902

104

112

113 5 A-405 1 A-201

1

60' - 0"

6' - 4"

A-300

91' - 4"

LONG-TERM BIKE STORAGE

B

4

E2 E7 E8 F1 F2 F3 F4 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 G1

D115.1

STAIR 2 UTILITY

A-201

NORTH ADAMS

G19

101

30' - 7"

115 G20 G21 G23 G27 G28 G29 G31

11' - 11 1/16"

D117.1

12' - 0 1/8"

D101.1

C

B.8 A C

B

E1 4 A-520

G32 G33 G34 L1

8' - 6"

8

ELEVATOR 1

CONSULTANT

KEYNOTE LEGEND

111

E1

DENOTES FLAT MESH SCREEN PANEL

This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared.

Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

RESTROOM

106

1

PHONE: 941.379.7600 WWW.KIMLEY-HORN.COM CA 00000696

SAFE ROOM

1

A

E1

2017, C 1777 MAIN STREET SUITE 200 SARASOTA, FL 34236

NEW SIDEWALK

110

A.3

ALL PRECAST CONCRETE COMPONENTS WILL BE PAINTED - ALT: WHITE CONCRETE ADMIXTURE AT EXTERIOR COMPONENTS ONLY. ALL METAL MESH TO BE PROVIDED BY CAMBRIDGE ARCHITECTURAL MESH. ALL MESH WILL BE 75% OPAQUE UNLESS NOTED OTHERWISE. ALL SUPER GRAPHICS WILL BE GENERATED BASED OFF IMAGE FILE PROVIDED BY ARCHITECT. SEE STRUCTURAL PLANS FOR LOCATIONS AND SIZES OF ALL PRE-CAST CONCRETE MEMBERS

1 A-520

FORMFUSION FIRE EXTINGUISHER AND FIRST AID KIT LOCKER VALCOM CIP-9890 AL-EM POLICE CALL BOX BOLLARD WITH LIGHT, BY SIT URBAN DESIGN STAINLESS STEEL HANDICAP FAMILY RESTROOM SIGN HOOK SOAP DISPENSER, BOBRICK #B-2012 MIRROR, BOBRICK #B-290 2436 TOILET PAPER DISPENSER, BOBRICK #B-2888 GRAB BAR, STAINLESS STEEL BOBRICK PRODUCT BABY CHANGING TABLE, BOBRICK #KB110-SSWM SANITARY NAPKIN DISPOSAL UNIT, BOBRICK #B-35139 AMERICAN STANDARD AFWALL MILLENIUM 1.6 GPF FLUSHOMETER TOILET SYSTEM #2257.660.020 KOHLER PURIST WALL-MOUNT BATHROOM SINK FAUCET TRIM K-T11841 AMERICAN STANDARD DECORUM WALL-HUNG LAVATORY WITH EVERCLEAN 9024.000EC NO FAUCET HOLES BOBRICK FREE STANDING TRASH RECEPTACLE B-2400 MUSTEE MOP SERVICE BASIN - MODEL 63M MUSTEE SERVICE FAUCET - MODEL 63.600A PAPER TOWEL DISPENSER, BOBRICK #B-262 ALUM. / GLASS STOREFRONT ASSEMBLY, W/KYNAR FINISH, IMPACT RATED W/LAMINATED-INSULATED CLEAR GLASS W/ A HIGH PERFORMANCE COATING, TO MEET WIND LOAD REQUIREMENTS. ALUM. / GLASS STOREFRONT OPERABLE PANEL, W/KYNAR FINISH, IMPACT RATED W/LAMINATED-INSULATED CLEAR GLASS W/ A HIGH PERFORMANCE COATING, TO MEET WIND LOAD REQUIREMENTS. 4'x6' TRASH BIN - OWNER PROVIDED CERAMIC WALL TILES EXPOSED CONCRETE MASONRY WITH DRY-BLOCK GROUT BASE W/ METALLIC FX EPOXY COATING LOW VOLTAGE SWITCH OUTLET ORSOGRIL ARCHITECTURAL FENCE - STEROPE (SEE SPEC SECTION 32-3116) FLOOD VENT,SMART VENT INSULATED SERIES 1540-520 VENT, SMART VENT DUAL FUCTION SERIES 1540-510 STUCCO 6" RECESSED LED DOWNLIGHT

1900 MAIN STREET SUITE 202 SARASOTA, FL 34237 tel: 941.365.5721 fax: 941.365.5720 e: jparks@solsticearchitecture.com

SEALS

38' - 6"

102 FIRE WALL AS PER FBC 706.5.1

ST. ARMANDS PARKING GARAGE

1 A-406

21' - 9"

C.8

CLIENT PROJECT INFO

E1 4

D114.1

A-406

D

STAIR 3 24' - 7 1/2"

103

REFUSE 114

UP

D.3

5 2 1

1' - 5 1/2"

33' - 5"

D.4

NO:

Level 4 EL 37'-6"

6/29/201 Plans Coordination 8 3/14/201 Elevator Height Adjustment 8 3/14/201 Building Permit Responses 8 DATE

DRAWING ISSUE DESCRIPTION

DESIGNED BY:

Level 3 EL 26'-6"

8' - 7"

E

14' - 0"

ALLEY

3

FOR CITY ENGINEER'S USE

Solstice Planning and Architecture

DRAWN BY:

DL, WL

CHECKED BY:

JP

SCALE:

As indicated

DATE:

06/29/2018

PROJECT NO:

16-17

FILENAME:

Level 2 EL 15'-6"

A-201

LEVEL 1 PLAN 2

Level 1 EL 3'-6"

A-300

13' - 2"

1

11' - 4 3/4"

1.4

1.6

20' - 7 1/4"

13' - 6"

2

26' - 1"

2.4

11' - 10"

3.1

10' - 0"

3.3 3.6

Permit Submission

30' - 8"

NO RT H

4.3

LEVEL KEY

A-101

14

15

04 Hospitality 162 Rooms Completion: 2018 Principal and Designer: Jonathan Parks Photos: Art Ovation Hotel

Art Ovation Hotel Sarasota, Florida

Role in the Project: -- Participated in CD and CA design phases -- Produced 3D model, construction documents, and coordinated with an interior design team -- Performed site visits and prepared revisions drawings

Softwares Used: -- Revit -- Sketchup -- Photoshop

16

17

1

1

2 2

3 REF-Y

3

4

4 6

5

5

6

7

8

9 PROJECT:

MARRIOTT AUTOGRAPH ADDRESS:

A

DOUBLE QUEEN-E

BATH

SHOWER

L2

L2

L3

L3 GR05

VENDING

ELEC. & I.T.

739

740B

GR02 L1A

GR01

DOUBLE QUEEN-C

2 / A5.05

738

SHOWER

FF

713B

740

SHOWER

SHOWER

728S

727S

2

GR01

KING-D

DOUBLE QUEEN-E

KING-D

726

725

724

4 / A5.03

4 / A5.03

4 / A5.03

A10.03

ARCHITECT:

723

BOH

A10.03

BATH

713T

L3

L3

1255 PALM AVE, SARASOTA FL, 34236

DEVELOPED BY: PALM AVENUE HOSPITALITY HOLDINGS, LLC

32

L3

KING-D

727

3 / A5.03

3 / A5.03

GR04C GR04B

1

TOILET

L3

DOUBLE QUEEN-E

728

741

712S

32

L3

DOUBLE QUEEN-E

MAIDS STORAGE

712B

4 / A5.02

L3

L2

L2

REFERENCE ENLARGED PLAN

CIRCULATION

BATH

712 2

L2 32

GR01

4 / A5.02

L1A

L2

32

711

32

A10.05

A

L2

3 / A5.03

GR01

DOUBLE QUEEN-C

H

L3

729

711B

711S

STUDIO FOR PLANNING & ARCHITECTURE

ADA - NON SHOWER ROLL IN 723S

Lic. No. AR97452 P. O. BOX 1303 SARASOTA, FLORIDA 34230

GG

GR04

tel: 941.365.5721 fax: 941.365.5720

STAIR #2 SHOWER

J

B

BATH

713S

GR01

714B

32

BATH

BATH

BATH

BATH

BATH

BATH

728B

727B

726B

725B

724B

723B

GR01

SHOWER

GR01

GR01

GR01

GR01

742 GR01

GR01

BATH

1 / A5.05

GR01

BATH

BATH

717B

718B

716B

BATH

GR01

GR01

BATH

BATH

719B

720B

GR01

GR01

BATH

BATH

721B

722B

GR01

PE03

PE 3

715B

32

743

DOUBLE QUEEN-Z

HH

714

SHOWER SHOWER TOILET 715S

SHOWER

SHOWER

SHOWER

SHOWER

SHOWER

SHOWER

717S

718S

719S

720S

721S

722S

716S GR02

715T

KING-E

DOUBLE QUEEN-D

715

32

KING-B

KING-B

717

716

1 / A5.05

1 / A5.03

C

A10.00

REF-X

32

713

CONSULTANTS:

3

GR01

714S

KING-E

K

B

GR03

2 / A5.03

KING-B

KING-B

718

719

720

2 / A5.03

2 / A5.03

2 / A5.03

DOUBLE QUEEN-D

KING-B 721

7

722

1 / A5.03

2 / A5.03

C

32 L3

L3

L3

L3

L3

L3

L3

32

JJ 32

32

L1A L1A

32

32

L1A L1A

32

32

L1A L1A

32

L1A

KK L 0

5

10

N

20

REF-Z 2

M

5

N

7

2

9

A10.05

13

11

A10.00

15

A4.05B

D

1

2

3

REF-Y

4

5

A8.03

LEVEL 700 ENLARGED B

1

1/8" = 1'-0"

D

EMERGENCY OVERFLOW DRAINAGE (ROOF AREA (2A)) CALCULATION:

6

THE DESIGN(S) DEPICTED AND SPECIFIED ON THESE DRAWINGS ARE

ROOF AREA = 1,955 SQ. FT. BUILDING ELEVATION WALLS / PARAPETS (ABOVE) ROOF = 1,428 SQ. FT / HALF AREA = 714 SQ. FT. ROOF AREA (1,955 SQ. FT.) + WALL AREA (714 SQ. FT.) = 2,669 SQ. FT. TOTAL EMERGENCY OVERFLOW DRAINAGE AREA = 2,669 SQ. FT.

PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES AND ARE THE PROPERTY OF STUDIO FOR PLANNING & ARCHITECTURE, PLLC AND SHALL BE RETURNED IN THE EVENT OF TERMINATION. USE OR COPY IS PERMITTED BY CONTRACT, ONLY. ANY CHANGES TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ARCHITECT SHALL AUTOMATICALLY RENDER JONATHAN PARKS ARCHITECT P.L., HARMLESS

ROOF AREA: 6344 SF SURROUNDING PARAPET AREA: 253 SF

NOTE: HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING MEMBRANE SYSTEM (AMERICAN HYDROTECH MM 6125, OR ACCEPTABLE EQUIVALENT) THROUGHT POOL DECK AREA, AND THROUGHOUT POOL SHELL AREA. WATER PROOFING TO TERMINATE AT EXTERIOR DECKING FINISH ELEVATION.

102 OF COPYRIGHT ACT. 17 U.S.O. AS AMENDED DECEMBER 1990

E.O.S. 16"W X 4"H

D.D.

REFERENCE ENLARGED PLAN

3 / A5.11

ANY UNAUTHORIZED USE OF THESE DRAWINGS OR SPECIFICATIONS CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR MONETARY COMPENSATION TO

FF

W.A.

W.A.

W.A.

D.D.

COPYRIGHT 2015

DRAWINGS

POOL DECK

816

809

802

POOL EQUIP. 816

NOTE: THERMOPLASTIC MEMBRANE ROOFING ON LIGHTWEIGHT INSULATING CONCRETE ( R-19 AVERAGE) SLOPED TO DRAIN 1/4" PER FOOT (MIN.) THROUGHOUT ALL FLAT ROOF AREAS.

ADA STALL

SURGE TANK

W.A.

W.A.

W.A.

W.A.

W.A.

810

E

SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION,

ROOF ABOVE AREA (STAIR NOT INCLUDED): 526 SF

STUDIO FOR PLANNING & ARCHITECTURE, PLLC

MEN'S

802A

OF 1990. THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF

E.O.S. 16"W X 4"H

W.A.

W.A.

802B

WOMEN'S

A10.05

CONDITIONS. THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC.

ROOF DECK AREA: 649 SF

W.A.

3 A5.11

2

TO ANY LIABILITY CLAIMS, SUIT OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL

AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT

W.A.

1 A10.03

80 .0 0°

H

REFER TO PLUMBING SECTION TABLE 1106.3 OF THE F.B.C. 2010 EDITION EMERGENCY ROOF DRAIN E.R.D. 4" DIA. = 1,504 SQ. FT. CALCULATE EMERGENCY ROOF DRAINAGE AREA (2,669 SQ. FT.) / (1,504 SQ. FT.) 4" DIA. E.R.D. = 1.77 TOTAL 4" DIA. EMERGENCY ROOF DRAIN (E.R.D.) REQ.= (2) TOTAL 4" DIA. (E.R.D.) PROVIDED = (2)

R.D.: 857 SF

810C

R.D.: 1,098 SF

ADA STALL

E

811

APPROVAL

D.D.

2 A10.03

R.A

E.R.D.

J

GG

5'-2"

.

RID G

OAHU

R.A

Approved By:

4'-6"

4'-10"

4'-6"

809C

ROOF AREA-(2A)

E.R.D.

E

.

OAHU

RIDGE LINE

.

#

R.A.

815

R.D.: 875 SF

HH

R.D.: 718 SF

F

7

E.O.S. 16"W X 4"H

SCALE

AS INDICATED DRAWN BY

9'-6"

NOTE: PROVIDE WINDOW WASHING SYSTEM TO MEET OSHA AND FBC REQUIREMENTS (PROBEL ENTERPRISES LTD., OR ACCEPTABLE EQUIVALENT).

7'-10 1/4"

R.D.: 875 SF TYP.

24'-0"

R.D.: 1,051 SF

NOTE: THERMOPLASTIC MEMBRANE ROOFING ON LIGHTWEIGHT INSULATING CONCRETE ( R-19 AVERAGE) SLOPED TO DRAIN 1/4" PER FOOT (MIN.) THROUGHOUT ALL FLAT ROOF AREAS.

1/15/2015

A10.00

L

N 3

5

7

A10.05

4

9

13

11 5

CHECKED BY

JP

PLOT DATE

11/23/2016

SHEET TITLE

KK 0

5

10

20

6

G

N

PARTIAL 700 - 800 LEVEL PLAN SEAL

PROJECT NUMBER

16-13

REFER TO PLUMBING SECTION TABLE 1106.3 OF THE F.B.C. 2010 EDITION EMERGENCY ROOF DRAIN E.R.D. 4" DIA. = 1,504 SQ. FT. CALCULATE EMERGENCY ROOF DRAINAGE AREA (5,136 SQ. FT.) / (1,504 SQ. FT.) 4" DIA. E.R.D. = 3.42 TOTAL 4" DIA. EMERGENCY ROOF DRAIN (E.R.D.) REQ.= (4) TOTAL 4" DIA. (E.R.D.) PROVIDED = (5)

REF-Z M

DATE ISSUED

2

ROOF AREA = 4,422 SQ. FT. BUILDING ELEVATION WALLS / PARAPETS (ABOVE) ROOF = 1,428 SQ. FT / HALF AREA = 714 SQ. FT. ROOF AREA (4,422 SQ. FT.) + WALL AREA (714 SQ. FT.) = 5,136 SQ. FT. TOTAL EMERGENCY OVERFLOW DRAINAGE AREA = 5,136 SQ. FT.

2

JB, WL

JJ

EMERGENCY OVERFLOW DRAINAGE (ROOF AREA (2B)) CALCULATION:

1

Description

ROOF AREA-(2B)

K

G

Date

5 11/20/1 Revision 5 5 7 03/30/1 Revision 7 6

PE3

4'-6"

R.A.

E.R.D. 4'-6"

R.A.

3 A10.00

REF-X PE03

D.D. E.R.D. R.A.

5'-0"

TYP.

R.A.

5'-0"

TYP.

818

21'-0 "

20 '-0 M IN " .

E.R.D. 4'-0 "

R.A.

R.A.

20 '-0 "

4'-0 "

F

RIDGE LINE

3'-0" WIDE TRAFFIC LAYER INDICATED IN SHADED AREA (TYP.) R.A.

3'0" R.D.: 903 SF .

3'R.A 0"

Revision Schedule

E.O.S. 16"W X 4"H

ELEV. MACH. ROOM R.A

Date

03/30/16

818

8 A10.03

WINDOW WASHING ANCHORING AS REQUIRED

Approved By:

Date

STAIR 2

E.R.D.

811

LIN E

8'-4"

LANDSCAPE . SEE LA

SHEET NUMBER

2

15

A4.05B

7

LEVEL 800 (POOL) ENLARGED B 1/8" = 1'-0"

8

9

JONATHAN GRANT PARKS AA‐26003083 C

Copyright Studio for Planning &Architecture, PLLC

A4.05B All Rights Reserved 2015

18

19

1

2

3

4

5

6

7

8

9 PROJECT:

MARRIOTT AUTOGRAPH 1

2

3

REF-Y

4

5

6

1

2

3

REF-Y

4

5

ADDRESS:

6

A

A

1255 PALM AVE, SARASOTA FL, 34236

DEVELOPED BY: PALM AVENUE HOSPITALITY HOLDINGS, LLC A8.03 1

A

A ARCHITECT:

STUDIO FOR PLANNING & ARCHITECTURE Lic. No. AR97452 P. O. BOX 1303 SARASOTA, FLORIDA 34230 tel: 941.365.5721 fax: 941.365.5720

65'-11 1/4" 22'-5 1/4"

B

10'-8"

10'-8"

14'-2"

8'-0"

B

65'-11 1/4" 22'-5 1/4"

10'-8"

10'-8"

14'-2"

8'-0"

E.O.S .

6

B

B E.R.D. P.D.

GR01

701

7

737

7

4 / A5.03 BATH

708B

732B

L3

32

SHOWER

708S

732S

W.A.

ROOF DECK 3A

GR01

731

GR01

L3

4 / A5.03

POOL

W.A.

803

LINEAR DRAIN

D.D.: 230 SF

730

4 / A5.03 BATH 730B

710S

L3

1'-4"

6'-9"

5'-8"

730S

DOUBLE QUEEN-E

GR01

4 / A5.02

729

L3

3 / A5.03

L2

GR02 L1A

3'-1 1/2"

1'-5"

2 A10.05

DOUBLE QUEEN-C

CIRCULATION 738

GR05

L2

NOTE: SEE LANDSCAPE ARCHITECT OF RECORD FOR POOL DECK GRADING ELEVATIONS HIGH POINT @ RIDGE: 70'-10"

D.D.: 891 SF

6'-9"

E

Approved By:

Approved By:

P.D.

W.A. E.O.S .

PLANTER

P.D.

W.A.

Date

03/30/16 Revision Schedule #

Date

Description

5 11/20/1 Revision 5 5 6 03/04/1 Revision 6.1 6 7 03/30/1 Revision 7 6

F

REFER TO LANDSCAPE DRAWINGS FOR SELECTION OF MATERIALS, PLANTING DETAILS, AS WELL AS LAYOUT OF PLANTER WALLS, PLANT MATERIALS, PAVERS, ETC. AT POOL AREA.

W.A.

SCALE

AS INDICATED DRAWN BY

JB, WL

W.A.

W.A.

APPROVAL

Date

70' - 2"

LINEAR DRAIN

DATE ISSUED D.D.: 618 SF

W.A.

802A

802B

1/15/2015

W.A.

A10.05

739

W.A.

A10.03

740B

G

PARTIAL 700 - 800 LEVEL PLAN SEAL

A4.05A

LEVEL 700 ENLARGED A

2 A4.05A

1/8" = 1'-0"

2

3

4

5

6

8

SHEET NUMBER

NOTE: REV 6.1 DATED 3/4/2016 ENLARGED PLANS INCLUDE WALL TAGS

1/8" = 1'-0"

7

PROJECT NUMBER

16-13

LEVEL 800 (POOL) ENLARGED A

JONATHAN GRANT PARKS AA‐26003083 C

6

1

JP

11/23/2016

SHEET TITLE

3

W.A.

ELEC. & I.T.

G

1

CHECKED BY

PLOT DATE

2

VENDING

712

COPYRIGHT 2015

SYNTHETIC TURF, FULLY ADHERED TO CAST-IN-PLACE CONC. SECONDARY POUR SLOPED TO DRAINS 1/8" / FT. MINIMUM, 2% MAX.

SEE LA, NO SOIL D.D IN PLANTER

E.O.S .

32

W.A.

70' - 2"

LINEAR DRAIN

6'-9"

729S

6'-9"

SHOWER

729B

6'-9"

GR01

BATH

13'-6"

711B

6'-9"

711

BATH

BUILDINGS BEING SEIZED AND/OR MONETARY COMPENSATION TO

STUDIO FOR PLANNING & ARCHITECTURE, PLLC

DRAWINGS

6

W.A. 4" 4'-0"

1'-5"

L1A

13'-6"

3'-2 1/8"

6'-9"

1'-5"

L3

711S

3'-2 1/8"

6'-9"

SHOWER DOUBLE QUEEN-C

4" 4'-0"

SLOPE 1/4" : 12"

H 32

1'-8"

W.A.

E.O.S .

SHOWER

17'-3"

W.A.

32

H

D.D.: 891 SF

PLANTER

18'-10"

E.O.S .

6'-9"

6'-9"

GR01

710B

6'-9"

GR01

BATH SHOWER

P.D.

PLANTER

D.D

1 A10.05

6'-9"

710

2 / A5.02

13'-6"

3'-1 1/2"

L3

32

3'-1 1/2"

L2

KING-D

27'-0"

L2

KING-A

L1A

W.A. E.O.S .

70' - 10"

E.O.S .

ANY UNAUTHORIZED USE OF THESE DRAWINGS OR SPECIFICATIONS CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR

SYNTHETIC TURF (AT SHADED AREAS)

A10.03

2'-0"

709

POOL DRAIN, SEE AQUATIC CONSULTANT DOCUMENTS FOR DETAILS AND SPECIFICATION

32

P.D.

PLANTER

6

SLOPE 1/4" : 12"

6'-9"

KING-D

6'-9"

731S

OF 1990. THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF

CONCRETE PAVERS (SLIP RESISTANT, STATIC COEFFICIENT OF FRICTION TO BE 0.6 WET / DRY) ON MORTAR BED ON CAST-IN-PLACE CONC. SECONDARY POUR SLOPED TO DRAINS 1/8" / FT. MINIMUM, 2% MAX.

70' - 2"

W.A.

6'-9"

6'-9"

SHOWER 13'-6"

731B

3'-1 1/2"

13'-6"

3'-2 1/8"

BATH

709B

1'-4"

1'-5"

BATH KING-A

3 / A5.02

13'-6"

A10.05

L3 L1A

1'-5"

F

6'-9"

1

27'-0"

6'-9"

32

SEE LA, NO SOIL IN PLANTER

E.O.S .

G 6'-9"

G

AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT

SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION,

50'-0"

BATH

6'-9"

SHOWER

6'-9"

732

GR01

2 / A5.02

13'-6"

GR01

708 13'-6"

L3

3'-1 1/2"

KING-D

KING-C

L1A 32

3'-1 5/16"

6'-9"

1'-5"

L2

102 OF COPYRIGHT ACT. 17 U.S.O. AS AMENDED DECEMBER 1990

1'-6" 8"

6'-8"

D.D.: 891 SF

TYP. U.N.O.

27'-0"

L2

CONDITIONS. THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC.

808 2'-3"

D.D

6'-9"

32 L3

TOWEL DROP

802

LINEAR DRAIN

6'-9"

733

PROVIDE 4'-0" WIDE WALKWAY (OF IMPERVIOUS MATERIAL) CONTINUOUS AROUND POOL - NO DRAINS AND 2% (MIN.); 4% (MAX.)SLOPE REQUIRED AWAY FROM POOL NOTE: PROVIDE PORTABLE AQUATIC LIFT "PAL SPA #2750000" AS MANUFACTURED BY S.R. SMITH LLC, OR ACCEPTABLE EQUIVALENT FOR ADA ACCESSIBILITY TO POOL BY UNASSISTED OPERATION WITH A MINIMUM 300 POUNDS LIFTING CAPACITY.

POOL DECK

W041 ROOF DECK 3B 28'-7"

E.O.S .

TO ANY LIABILITY CLAIMS, SUIT OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL

TYP. U.N.O.

DOUBLE QUEEN-E

3 / A5.03

27'-0"

733S

GR01

6'-9"

GR01

1'-4"

733B

707

1'-4"

707B

SHOWER

6'-9"

707S

KING-C

2 / A5.02

L1A

BATH

13'-6"

13'-6"

BATH

3'-1 1/2"

1'-5"

6'-9"

L3

3'-1 7/16"

32

E

SHOWER

6'-9"

F 6'-9"

F

PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ARCHITECT SHALL AUTOMATICALLY RENDER JONATHAN PARKS ARCHITECT P.L., HARMLESS

W.A.

6'-9"

734S

NOTE: PROVIDE WINDOW WASHING SYSTEM TO MEET OSHA AND FBC REQUIREMENTS (PRO-BEL ENTERPRISES LTD., OR ACCEPTABLE EQUIVALENT).

AND SHALL BE RETURNED IN THE EVENT OF TERMINATION. USE OR COPY IS PERMITTED BY CONTRACT, ONLY. ANY CHANGES TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OR ANY CONSTRUCTION EXECUTED FROM THESE

3'-9"

A10.04

32

AND ARE THE PROPERTY OF STUDIO FOR PLANNING & ARCHITECTURE, PLLC

801

1'-5" 8'-11"

SHOWER

706S

L3

ADA - FULL ROLL IN

THE DESIGN(S) DEPICTED AND SPECIFIED ON THESE DRAWINGS ARE PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES

P.D. PLANTER 803

5'-2"

734

1 / A5.04

D W040

70' - 10"

2'-7" 8'-11"

734B

7

ELEV. LOBBY

2'-7"

BATH

706B

6'-9"

GR01

BATH

814

PE02

5'-2"

6'-9"

SHOWER

PE2

813

PE01

801

W.A.

4

13'-6"

2 / A5.02

E

6'-9"

GR01

706 13'-6"

3'-1 5/16"

6'-9"

1'-5"

13'-6"

L3

801A

SEE LA, NO SOIL IN PLANTER

W.A.

L2

DOUBLE QUEEN-E

KING-C

L1A 32

1'-8"

9

E.O.S .

6'-9"

10

W038

1'-5"

32

4 A10.04

6'-9"

9

ELEV. LOBBY 10

PE 1

807

D.D.: 701 SF

1'-0"

10

735

2 / A5.02

L1A

10

GR01

6'-9"

705B

6'-9"

BATH

705S

705

6'-9"

13'-6"

SHOWER KING-C

SE01

STORAGE

D

PE02

3'-0"

1'-5"

6'-9"

E

L3

3'-1 7/16"

6'-9" 13'-6"

32

805

805A

8'-11"

745

PE01

6'-9"

744

704S

7

BAR 803A

803

E.O.S .

6'-9"

PE 2

806

BOH

6'-9"

PE 1

704B

806

805

BAR SEATING

6'-9"

A10.04

13'-6"

SHOWER

SE01 10

6'-9"

BATH

6'-9"

3

GR01

704

2 / A5.02

D D

W.A.

8 / A7.00

KING-C 13'-6"

3'-1 5/16"

L3

13'-5"

1'-5"

6'-9"

1 L1A

32

REFERENCE ENLARGED PLAN

SLOPE 1/4" : 12"

736

A10.04

W.A.

HOUSE KEEPING

GR04

ELEV. MACHINE

812

1'-0"

7

GR01

1 / A5.02

C STAIR #1

5'-2"

STAIR #1

8'-11"

GR03

9

812

NOTE: HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING MEMBRANE SYSTEM (AMERICAN HYDROTECH MM 6125, OR ACCEPTABLE EQUIVALENT) THROUGHT POOL DECK AREA, AND THROUGHOUT POOL SHELL AREA. WATER PROOFING TO TERMINATE AT EXTERIOR DECKING FINISH ELEVATION.

6'-9"

703B

C

D.D.: 671 SF

6'-9"

703S

DOUBLE QUEEN-B 703

L1A

W.A.

804

W042

27'-0"

BATH

6'-8"

13'-6"

3'-1 7/16"

6'-9" 1'-5"

L3

SHOWER

27'-0"

6'-9"

DECK SEATING

2'-10" 2'-10"

4'-6"

6'-9"

702B

702S

32

W.A. W.A.

7

BATH SHOWER

C

3

A10.03

702

4 / A5.01

2'-8"1'-8"

6'-9"

1'-5"

3'-1 1/2"

13'-6"

L3

32

3'-7 1/2" 3'-7 1/2" GR01

DOUBLE QUEEN-A

L1A

PLANTER

7

3 / A5.01

8'-3"

L1A

D.D.: 273 SF

7 2'-10" 2'-10 5/8"

RIDGE LINE

13'-3"

701B

27'-0"

1'-5"

BATH

701S

GR02

EYEBROW. SEE STRUCTURAL

C

SHOWER KING-Z

27'-0"

6'-9"

L3

3'-2 1/8"

6'-9"

37

32

CONSULTANTS:

W041

3 3/8"

2'-0"

8'-2 3/4"

9

Copyright Studio for Planning &Architecture, PLLC

A4.05A All Rights Reserved 2015

20

21

05 Single-Family Completion: 2018 3,206 sq.ft.

Principal and Designer: Jonathan Parks Photographer: Greg Wilson

Topping Residence

Lido Key, Sarasota, Florida Role in the Project:

-- Participated in construction administration -- Performed site visits, wrote field report, answered RFIs, prepared revision drawings -- Assisted in photograph and marketing

Softwares Used: -- AutoCAD -- Sketchup

22

23

15 2

16

14

11 3

1 Pool 2 Spa 3 Outdoor Dining 4 Living 5 Kitchen 6 Dining 7 Foyer 8 Stairway 9 Closet 10 Garage 11 Hallway 12 Powder 13 Laundry 14 W.I.C 15 Bedroom 1 16 Bathroom 1

13

12 7

9 6

4

1

8 10

5

First Floor Plan

12

13

10 6

11 7

5 4

1

3 2

Second Floor Plan

1 Bedroom 2 2 Bath 2 3 W.I.C 4 Hallway 2 5 Family Room 6 Balcony 7 Storage 1 8 Closet 3 9 Storage 2 10 W.I.C 3 11 W.I.C 4 12 Bedroom 3 13 Bath 3

8 9

0

0 5 5 1010

20 20

40 FT 40 FT

24

25

06 Individual Academic Project Graduate Thesis

Library Design Washington DC

As a building type for people to read, communicate, and contemplate, a library should provide spaces with different characteristics.

By incorporating this prototypes into one building, people can have different experience depending on their need.

The design began with researching different prototypes of space relations. In each prototype, people can have eye to eye communicate w i t h e a c h o t h e r t o d i f fe r e n t extents.

26

2 2 2 4 8

27

6

7

1 5 3

1 Private Reading 2 Public Reading 3 Multifuction 4 Magizine Area 5 Story Room 6 Kitchen 7 Cafe 8 To Subway

1

1

3

1 4

1 Private Reading 2 Public Reading 3 Quiet Room 4 Computer lab 5 Conference Room 6 Terrace

1 Private Reading 2 Public Reading 3 Conference 4 Terrace

1

2

5

FOURTH FLOOR PLAN

1 1

2 1

1 Private Reading 2 Public Reading 3 Study room 4 Terrace

1 Kitchen 2 Cafe 3 Storage 4 Multifunction 5 Exhibit 6 Mechanical

4 5 3

2

10

20

0

5

10

20

40 FT

6

2

4

THIRD FLOOR PLAN

3

6

5

SECOND FLOOR PLAN

5

2

2

6

0

1

1

3 3

1

6

3

BASEMENT FLOOR PLAN

40 FT

28

29

07 Individual Academic Project 3rd year of undergraduate 54,00 sq.ft. / 5,000 sq.m.

Community Center Changsha, China

The site is surrounded by existing buildings with different styles and ages, ranging from the traditional residential area, high-rise, and small-scale commercial buildings.

In the center of the site is some tall existing trees and a rockery landscape element which has been existing for more than 100 years, from the Qing Dynasty.

The idea is by inserting a new building into the site, the appearance and living quality of the community can be improved, and also create a place for people to communicate.

The strategy begins with the urban axis. By creating a simple volume from the shape of the site and urban axis, the new building can be a focusing point o f t h e c o m m u n i t y. T h e n a n internal courtyard is created for the existing trees and rockery.

Besides, the shape of the structure is responding to the view line of surrounding buildings and the flow of people.

30

Bridge

Existing Rockery & Trees

Architecture

Structure

31

9

8

7

6 4

5 1 2 13 12 11 10 18

1 Entrance 2 Auditorium 3 Temporary Exhibition 4 PermernanteExhibition 5 Bridge 6 Conference Room 7 Offices 8 Reading 9 Special Reading 10 Storage 11 Cataloging 12 Office 13 Model Making Studio 14 Photography Studio 15 Repair Center 16 Acquisition 17 Staging 18 Storerage 19 Research Center 20 Library

3 17 16 15 20 19

32

33

08 Individual Academic Project 5th year of undergraduate 95,000 sq.ft. / 8,800 sq.m.

Chinese Traditional Academy Wuhan, China

The project is located at Snake M o u n t a i n i n H u b e i Pr o v i n c e i n C h i n a , s u r ro u n d e d b y t h e Yellow Crane Tower, Baiyun Ge, Hubei old librar y, Sun Yat-sen M emor ial, Wuchang Upr ising Monument and Longhua Temple and other attractions.

The area of the land is about 11,530 sq.m. Topography is complicated, and there is a significant height difference. Part of the existing buildings in the site will be demolished, and some will be restored.

Without mimicing the traditional architecture in China, the design was tr ying to express the essence of academy architecture in a modern way.

The building is broken into several small-scale buildings connected by interior and exterior courtyards, creating a rhythm between nature and architecture, and without overwhelming the site. By doing this, it becomes a tour for people to visit the building.

34

1 Site Entrance 2 Ticket 3 Entrance 4 Tree Courtyard 5 Bridge Courtyard 6 Foyer 7 Shop 8 Reception 9 Fire Control 10 Ventilation 11 Temporary Exhibit 12 Storage 13 Stone Courtyard 14 Special Exhibit (Existing Building)

12

5

14

11

10

13 7

8

4

3

6

1

First Floor Plan

2

0

9

1

3

2 4

5

5

5

5 6

6 7

35

0

7

5

10

8

0

5

10

20

40 FT

20

9

5

10

20

40 FT

1 Storage 2 Office 3 Lecture Hall 4 Falling Water Courtyard 5 Permanent Exhibit 6 Temporary Exhibit 7 Mechanical 8 Shop 9 Foyer

40 FT

Dialog between Traditional and Modern Building

36

09

Hospital Design Changsha, China

Individual Academic Project 4th year of undergraduate

37

10

Performing Art Center Washington, DC

Individual Academic Project 1st year of graduate

38

11

39

Parametric Design

Individual Academic Project 1st Year of Graduate

11

Stadium Design

Cooperative Academic Project 4th Year of Undergraduate

Role in the Project: Structure Research Built Sketch Model Built Final Model Joint Design

Model Credit to: Yanyu Chen Yijun Chen Peng Yang Hangqi Su

40

Still Life Sketch 2010

41

Still Life Sketch 2010

St Peter’s Basilica Vatican 2015

St Peter’s Basilica Vatican 2015

At Home Alexandria, Virginia 2015

42