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