Architecture Portfolio_Ziyang Luo by Ziyang Luo

VOL.04

ARCHITECTURE PORTFOLIO Ziyang Luo

Selected works 2017-2022

ZIYANG LUO OAA Intern architect M.Arch, LEED GA T: +1-6476757833 E: ziyang.luo@yahoo.com

Ziyang received his undergraduate degree in interior and Architectural design from the Milwaukee Institute of Art and Design, and holds a Master of Architecture from the University of Toronto. He is an intern architect registeded with the Ontario Association of Architects (OAA) Working in different scale and mediums, Ziyang helps communities and families make their environments livable, functional and beautiful.His approach to design emphasizes the thoughtful integration with site and the richness of materiality.

PROJECT LIST OFFICE

NAME

TYPE

MJMA

Bracebridge Multi-use Community Centre

New Construction

MJMA

16 York Street Office Fit-Out

Interior Renovation

MJMA

Guelph South End Community Centre

New Construction

MCM Partners

5500 NO. 3 RD

New Construction

Farrow Partners

Toronto Montessori School

New Construction

Reflect Architects

Mary Be Kitchen

Interior Renovation

Student project

Biomass Floating School

New Construction

Student project in collaboration with Felix Chan

Toronto’s Historic Photo Archive

New Construction

Competition Project

TO NEFOS

New Construction

Freelance Design

Condo design

Interior Renovation

LOCATION

BUDGET

ROLE

STATUS

AREA

Bracebridge, Canada

59.7MM

Design Development and Contract Documents

Under Construction

126,755 ft2 GFA

Toronto, Canada

2.4MM

Design Development and Contract Documents

Under Construction

25530 ft2

Guelph, Canada

84MM

Contract Documents

Building Permit

168,564 ft2 GFA

Vancouver, Canada

N/A

Site Analysis Schematic Design

In Progress

2671.6 m2 47.0m H

Toronto, Canada

12MM

Design Development

Completed 2020

N/A

Toronto, Canada

N/A

Schematic Design, Design Development

Completed 2017

2355 ft2

New York, United States

N/A

Site Analysis Schematic Design Design Development

Concept

N/A

Toronto, Canada

N/A

Concept

N/A

Greece

N/A

Site Analysis Schematic Design Design Development and Contract Documents Schematic Design, Design Development

Completed 2018

N/A

Shenzhen, China

160,000 CAD

Managed Design& Coordination of Construction

Under Construction

177 m2

Bracebridge Multi-use Community Centre New Construction, Bracebridge ON MacLennan Jaunkalns Miller Architects (MJMA)

The new centre will include a 1,000-seat arena, a modern public library, a shared community hall, an accessible indoor multi-use field house, a common lobby area and ample on-site parking. The province’s funding is for the library and multi-sport field house, which totals $22 million, whereas the full project costs of $59.7 million also include the arena, lobby, community auditorium, site works and outdoor amenities. The Town of Bracebridge is providing more than $42.8 million toward the estimated cost of the entire Multi-Use Community Centre project.

ROLE: Design Development and Contract Documents

STATUS: Under Construction

“Everyone here in Bracebridge knows that both the local arena and library are old and outdated and the community needs new facilities,”

Norman Miller

Natural Context / Site / Program Natural Context

Option A

Option B

(Full Build)

(Partial Build)

Arena Team Bus

Fire Truck Access

Pedestrian Access

Trail Activity

Bracebridge Brick Letter Study

Brick Masonry Plan Details

Level 1

Level 2

3 5

1. 2. 3. 4. 5.

Field House Lobby Arena Library Community Hall

Main Entrance

Lobby

Level 2 Lobby View A

Level 2 Lobby View B

Library Floor Plan

Library Pods View

ADD-03

11 ADD-03

ADD-03

K AA 19

Sc.A105

296

SOUTH VESTIBULE A140

27.6 SM

EAST SPECTATOR SEATING A101

244.0 SM

LOBBY

Sc.A105

A105

689.3 SM

396

5 48

Esc103

266

566

225

19 6

0 10

ALUMINUM CLOSURES BY CURTAIN WALL TO MATCH ALUMINUM FRAME COLOURS

1 B P T

° .83

157

GL-1

BOARD ROOM B132

39.7 SM

FIRESTOP SELANT STICK WITH WINDOW CLOSURE

193

ALUMINUM CLOSURES BY CURTAIN WALL TO MATCH ALUMINUM FRAME COLOURS

Esc205 53.16°

30 6 71 6

76 8

49 6

318

5 51

40 9

Esc113 21 9

6 37

SOUTH VESTIBULE A140

27.6 SM

631

LOBBY A105

689.3 SM

LEVEL 1 - LIBRARY AT GRID AA/19-20 AND EXPANSION JOINT 1/ A101

WEST ENTRANCE MASONRY/CURTAIN WALL PLAN DETAIL

1 : 10

1/ A101

1 : 10

LEVEL 1 - SOUTH VESTIBULE GLAZING INTERSECTION AT ARENA GRID 7

1/ A101

1 : 10

Esc113

768

Esc114 318 LOBBY

7 285

425

588

285

745 369

406

576

425

228

A105

689.3 SM

1 0 11

1434

0 81

W2 JANITOR

12 7 .00 °

A056

2 68

7 50

3.3 SM

8 37 EXTERIOR TERRACE EXT202

258.0 SM

LEVEL 1 - AREA C - LOBBY & FIELDHOUSE DOOR TO CW 1/ A105

1 : 10

LEVEL 1-WEST ENTRANCE GLAZING GRID K1/1

1/ A101

1 : 10

LEVEL 2 - Callout 1

1/ A102

CAULK SEAL AVB MEMBRANE TO CURTAIN WALL NOSE GASKET-SEAL BETWEEN CW AND WALL SYSTEM FRAMING 25mm MIN RIGID INSULATION CLAMPED INTO WINDOW PRESSURE PLATE AND CAP

10 0 10

29 5

1 : 10

Esc201

42 515

106

EXP JOINT TYPE COMPRESSIBLE GAP FILLER STICK

c202

COLLECTIONS B130

965.0 SM

RIGID INSULATION FROM EXTERIOR WALL INTO CURTAIN WALL FRAME (INS 10)

JJ HH

VEL 1 - 2.2 LIBRARY - Curtain Wall 1/ A103

1 : 10

LEVEL 1 - 2.2 LIBRARY 1/ A103

1 : 10

LOBBY NORTH - ACCESS ROOF

Sim

2/ A313

A603

TYP. PARAPET 2 PLY SBS MOD BIT ROOFING MEMBRANE ON 16mm PARAPET SHEATHING BOARD, SEMI RIGID MINERAL FIBRE INSUL BD (INS-21) AVB, 16mm EXT SHEATHING ON LOAD BEARING METAL STUD FRAMING

W10

ERIOR TERRACE EXT202

258.0 SM

PVC ROOF MEMBRANE EXTERIOR SHEATHING ON RIGID INSULATION, AVB ( LAP AVB AT PROTECTED PVC ROOF TRANSITION ) , MASONRY

FLASHING CAP CURB FLASHING ON CONTINUOUS CLEAT, SELF SEAL MEMBRANE, ON 19mm EXT PLYWOOD AND 38X64mm WOOD FRAMING @ 400mm O/C. INSULATE CAVITY WITH INS 22 DUAL DENSITY SEMI RIGID INSULATION ON LOAD BEARING METAL STUD FRAMING

R5 15 ADD-07

HSS LINTEL PRE FINISHED METALBRACKETS FLASHING CAP CURB FLASHING ON CONTINUOUS 25 CLEAT, LAP SELF SEAL OVER, ON 19mm EXT PLYWOOD AND 38X64mm WOOD FRAMING @ 400mm O/C. INSULATE CAVITY WITH INS 22 DUAL DENSITY SEMI RIGID INSULATION ON LOAD BEARING METAL STUD FRAMING

REVISIONS AND ISSUES

NUMBER

454

DESCRIPTION ISSUED FOR CD PROGRESS

2020 12 11

ISSUED FOR PHASE 1 COLLIERS BID REVIEW

2021 03 12

ISSUED FOR BUILDING PERMIT: PHASE 1

2021 03 16

ISSUED FOR PHASE 1 CD PROGRESS

2021 04 16

ISSUED FOR BUILDING PERMIT

2021 06 04

ISSUED FOR TENDER

2021 07 12

9 +4800

ADD-01

2021 07 15

ADD-04

2021 08 12

ADD-05

2021 08 19

ADD-06

2021 08 26

ADD-07

2021 08 30

LEVEL 2

CRIMPED FOR DEFLECTION GALVANIZED SHEET METAL SOLID AVBBRICK AT SLOPING

DATE

PARAPETS, 600mm O/C VENT COURSE

1.0 LOBBY NORTH - SKYLIGHT NS SECTION W2 3/ A313

1 : 10

8 1

1.0 WALL SECTION WEST ARENA WALL - PARAPET

1/ A311

INSULATE EXTERIOR STRUCTURAL MEMBERS IN CANOPY

13 ADD-05

NS SECTION - LOBBY & FIELDHOUSE - NORTH PARAPET 2/ A314

PROVIDE 08 44 00 CURTAIN WALL SUPPLIED INTERIOR FINISH CLOSURE ALUMINUM TO MATCH CW FRAMES

CONCEALED ALUMINUM CLIPS TO SUPPORT AND SUPPORT HEAVYW2 DUTY SILL FLASHING

SEAL MEM END-FOLDED FLASHING AND ON CONCEALED MEMBRANE FLASHING AT CONTINUOUS ALUM CLIP JAMB ENDS BEYOND

PVC PROTECTED ROOF SYSTEM:WOODDECKING ON PEDESTALS, TO ROOFTYPE

15 ADD-07

W3 CLOSURE TRIM FLASHING CONTINUOUS FROM W2-W3 'ELEVATION 'MITRE' TO WINDOW OPENINGS

07 81 16 SPRAYED FIRE RESISTIVE MATERIAL

+10490 T/O MECH ROOF STRUCT

08 44 00 MTL-2 3200 FLASHING CLOSURE,

VENTING SOFFIT WITH CONCEALED CLIP FASTENING, RIGID IN METAL PERFORATIONS INSUL INS 23, AVB, FLASHING CLOSURE 14 16mm EXTERIOR SHEATHING , STRUCT METAL STUDS TO THIN BRICK SOFFIT STRUCTURE

9 S +3200 U/S CEILING LEVEL 1

A105 689.3 SM

12 ADD-04

FLAT - SEAM PANEL PER PLAN LAYOUT

ALUMINUM CLOSURES (MTL2 ) BY CURTAIN WALL TO MATCH ALUMINUM FRAME COLOURS

LOBBY NORTH - ACCESS ROOF 1 : 10

S ER, ND @ TY

14 ADD-06

Esc119 FOR VENTING PERFORATIONS CANOPY

CURTAIN WALL ALUMINUM CLOSURE(MTL-2) WITH CONCEALED FASTENING, VENTING PERFORATIONS

METAL ROOF ON SEALED CLEATS, SELF ADHERED MEMBRANE, LAP AND TRANSITION OVER EXT PLY (19mm EXTERIOR PLYWOOD AND WD BLOCKING 400mm C.C. WITH SEMI RIGID INSULATED CAVITY INS-51)WATERPROOF AVB

+4800 LEVEL 2

FLAT LOCK SEAM 07 84 00 ULC FLEXIBLE JOINT TERMINATION AT TYP CAP FIRESTOPPING SEAL FLASHING PROFILE (CAP

FLASHING JOINTS AT 1800 mm C.C/ 3 PANEL LENGTHS )

200

+4800 LEVEL 2

454

7577 KEELE STREET, SUITE 200 VAUGHAN L4K 4X3 T: 905 738 3939 F:905 738 6993

14 ADD-06

CAULK SEAL WINDOW SYS.(FRONT AND REAR). OVER SELF SEAL MEMEBRANE. PROVIDE DRAIN OUTWARD. PROVIDE ALUMINUM END DAM

BURLINGTON, ON L7N 3G7 T: 905 330 1841

SEAL WALL AVB INTO WINDOW SYSTEM ALL AROUND AND TO PERIMETER ALUMINUM END DAM- ALL AROUND OPENING

1.0 LOBBY WEST WALL- CANOPY 4/ A313

15 ADD-07

ALUM, ALUM SILL FLASHING 5/ A315 (MTL-2)CLAMPED BEHIND PRESSURE PLATE, ON SELF SEAL MEM ON CONCEALED CONTINUOUS ALUM CLIP

+4800 LEVEL 2

1 : 10

50 59

LAP AVB OVER METAL WALL FLASHING MEMBRANE AND HSS LINTEL BRACKETS

CONTINUOUS SHELF ANGLE AND AVB METAL WALL FLASHING LAPPED OVER INTERMITTENT 800MM C.C HSS LINTEL BRACKETS

END-FOLDED FLASHING AND MEMBRANE FLASHING AT JAMB ENDS BEYOND

WEEP HOLE AT 600mm O/C

VENTING SOFFIT WITH PERFORATIONS IN METAL FLASHING CLOSURE

THIN BRICK SOFFIT RETURNS BELOW SHELF ANGLES C/W BRICK SLIP SOFFIT SYSTEM

THIN BRICK SOFFIT RETURNS BELOW SHELF ANGLES C/W BRICK SLIP SOFFIT SYSTEM FASTENED TO SHELF ANGLES-EXTEND BRICK PATTERN INTO RECESSES

NS SECTION - LOBBY & FIELDHOUSE - CW SILL AT ROOF LEDGE 1/ A315

216

+3200 U/S CEILING LEVEL 1

9 50FASTENED 05 00 METAL FABRICATIONS PAINTED TO SHELF ANGLES-EXTEND BRICK PLATE PATTERN INTO RECESSES 31

CURTAIN WALL ALUMINUM CLOSURE (MTL-2) WITH CONCEALED FASTENING

CURTAIN WALL HEADER DEFLECTION BRACKET WITH FLEXIBLE AVB INSERT SEAL. EXTEND RIGID INSULATION INTO WINDOW NOSE

476 262

Sc.C001

PERFORATIONS FOR VENTING CANOPY

CURTAIN WALL ALUMINUM CLOSURE(MTL-2) WITH CONCEALED FASTENING, VENTING PERFORATIONS

601

100

14 ADD-06

HOLD DETAIL at EXTERIOR HM DOORS 1:5

FLEXIBLE THROUGH WALL MEMBRANE FLASHING ON BENT METAL FLASHING TO MATCH SILL COLOUR - SEAL MEMBRANE AVB TO CURTAIN WALL NOSE ON WARM SIDE

59 200

276

310 510

MATCHING CURTAIN WALL ALUM, ALUM SILL FLASHING (MTL-2)CLAMPED BEHIND PRESSURE PLATE, ON SELF SEAL MEM ON CONCEALED CONTINUOUS ALUM CLIP

SEAL AVB TO WINDOW REFER TO WALL SECTIONS A315 14 SYSTEM , CONCEALED FOR FROST SLAB ADD-06 CURTAIN WALL DEFLECTION BRACKET, THERMAL STEPPED FOUNDATION CIP DEFLECTION COMPRESSION CONC WALL AND BRICK / ACMU SHELF -REFER TO SEALANT

-800 LEVEL 0 STEPPED FOUNDATION CIP CONC WALL AND BRICK / ACMU SHELF -REFER TO BUILDING ELEVATIONS FOR HEIGHT LOCATION OF STEPPED FOUNDATION WALLS

WB1

14 ADD-06

AREA C NORTH SILL 3/ A311

1 : 10

4/ A313

1 : 10

200

SLAB CAULK FDN W

PROJECT TITLE

BRACEBRIDGE MULTI-USE COMMUNITY CENTRE 56 SALMON AVENUE BRACEBRIDGE, ON DRAWING TITLE

EXTERIOR SECTION DETAILS As indicated

DATE

15 ADD-07

64 WF2

FILL SOLID BELOW THROUGH WALL FLASHING

200

PROJECT NUMBER

1909

DRAWING NUMBER

605

PROV WALL FINISH TO MA

SCALE

BUILDING ELEVATIONS FOR HEIGHT LOCATION OF STEPPED FOUNDATION WALLS

1.0 LOBBY WEST WALL- CANOPY

FLEXIBLE THROUGH WALL MEMBRANE FLASHING ON BENT METAL FLASHING TO MATCH SILL COLOUR - SEAL MEMBRANE AVB TO CURTAIN WALL NOSE ON WARM SIDE

800

13 ADD-05

+0 LEVEL 1

13 ADD-05

10 VARIES 400

SLAB ON GRADE BREAK WITH CAULK SEAL -AVB SEALED TO FDN WALL

PROVIDE 08 44 00 CURTAIN WALL SUPPLIED INTERIOR FINISH CLOSURE ALUMINUM TO MATCH CW FRAMES

400

+3200 U/S CEILING LEVEL 1

VARIES

13 ADD-05

PROVIDE 08 44 00 CURTAIN WALL SUPPLIED INTERIOR FINISH CLOSURE ALUMINUM TO MATCH CW FRAMES

CONCEALED ALUMINUM CLIPS TO SUPPORT AND CLEAT SILL FLASHING

400

100mm MIN

+0 LEVEL 1

14 ADD-06

SEE ELEVATIONS

08-DC-SWEEP-SECTION 08 71 00 HARDWARE THRESHOLD W/SWEEP

+3200 U/S CEILING LEVEL 1

MATCHING CURTAIN WALL ALUM, ALUM SILL FLASHING (MTL-2)CLAMPED BEHIND PRESSURE PLATE, ON SELF SEAL MEM ON CONCEALED CONTINUOUS ALUM CLIP

KEYPLAN

05-DC-Steel-Plate-Section NORTH ARROW 05 50 00 METAL FABRICATIONS PAINTED STEEL PLATE 08-DC-SWEEP-SECTION 08 71 00 HARDWARE THRESHOLD W/SWEEP

ST-B1

05-DC-Steel-Plate-Section 05 50 00 METAL FABRICATIONS PAINTED STEEL PLATE

CURTAIN WALL ALUMINUM CLOSURE(MTL-2) WITH CONCEALED FASTENING, VENTING PERFORATIONS

RIGID INSULATION BETWEEN HSS LINTEL BRACKETS- FOAM SOLID HSS VOIDS

1 : 10

PERFORATIONS FOR VENTING CANOPY

14 ADD-06

TOWN OF BRACEBRIDGE

SEAL AVB TO WINDOW SYSTEM , CONCEALED CURTAIN WALL DEFLECTION BRACKET, THERMAL DEFLECTION COMPRESSION SEALANT

+3200 U/S CEILING LEVEL 1 PERFORATIONS FOR VENTING CANOPY

PROVIDE SEALED LAP MEMBRANE OVER ANY FASTENERS

1000 TAYLOR COURT BRACEBRIDGE, ON P1L 1R6 T: 705 645 6319

1 1.0 WALL SECTION WEST ARENA POLYCARB

CURTAIN WALL ALUMINUM CLOSURE(MTL-2) WITH CONCEALED FASTENING, VENTING PERFORATIONS

07 26 02 SEALAVB TO WINDOW SYSTEM : LAP OVER FLASHING AND RIGID INS 23

CONTINUOUS ALUM CLIP ON GALV U-GIRT

1 : 10

14 ADD-06

15 ADD-07

CONTINUOUS SHELF ANGLE AND AVB METAL WALL FLASHING LAPPED OVER INTERMITTENT 800MM C.C HSS LINTEL BRACKETS

SEAL AVB TO WINDOW 90 WEST BEAVER CREEK ROAD, SUITE 100 RICHMOND HILL, ON L4B 1E7 SYSTEM , CONCEALED T: 416 754 8515 F:905 881 8335 CURTAIN WALL DEFLECTION BRACKET, THERMAL COLLIERS PROJECT LEADERS DEFLECTION COMPRESSION PROJECT MANAGERS SEALANT 3027 HARVESTER ROAD, SUITE 101

+4800 LEVEL 2

FASTENERS

NDOW EALED DEFLECTION MAL MPRESSION

425 ADELAIDE STREET WEST LEVEL 6 TORONTO, ON M5V 3C1 T: 416 593 6796 F:416 593 0212

AVB -EXTEND AVB AND SEAL INTO WINDOW SYSTEM

CRIMPED FOR DEFLECTION GALVANIZED SHEETPROVIDE METALSEALED LAP MEMBRANE OVER ANY 44 AVB

LANDSCAPE ARCHITECT

CIVIL ENGINEERS

1/ A311

187

U/S CEILING LEVELMJMA 1

EMC GROUP LIMITED

FIRE PROTECTED STEEL STRUCTURE

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N 6N5 F:416 487 9104

SEAL WALL AVB INTO WINDOW SYSTEM ALL AROUND AND TO PERIMETER ALUMINUM END DAM- ALL AROUND OPENING

NS SECTION - LOBBY & FIELDHOUSE - SILL MATCHING CURTAIN WALL AT GRADE

LAP AVB OVER METAL WALL FLASHING MEMBRANE AND HSS LINTEL BRACKETS

4/ A313PRE FIN 1METAL : 10 FLAT SEAM

2/ A313

SMITH & ANDERSEN ELECTRICAL ENGINEERS

+8000 T: 416 487 8151 +3200 U/S CEILING LEVEL 2

GEOTECHNICAL & HYDROGEOLOGICAL ENGINEERS

1 : 10

CAP FLASHING 1.0 LOBBY NORTH - CANOPY WEST

15 ADD-07

1100-100 SHEPPARD AVE E NORTH YORK, ON M2N 6N5 T: 416 487 8151 F:416 487 9104

SOIL ENGINEERS LTD.

RETURNS BELOW SHELF ANGLES C/W 07 95 13 FLEXIBLE BRICK SOFFIT SYSTEM W4 SLIP JOINT SEAL FASTENED COMPONENTTO AT SHELF WINDOW HEADER ANGLES-EXTEND BRICK FOR DEFLECTION PATTERN INTO RECESSES

1/ A314

12 DD-04

MECHANICAL ENGINEERS

ADD-06

NS SECTION - LOBBY & FIELDHOUSE - SLOPED WALL - CW

LOBBY

BELOW SHELF ANGLES C/W BRICK SLIP SOFFIT SYSTEM FASTENED TO SHELF ANGLES-EXTEND BRICK PATTERN INTO RECESSES

SMITH & ANDERSEN FOAM FILL SOLID HSS BRACKETS, RIGID INSULATION INS 23 BETWEEN HSS BRACKETS, AT HEADER AND JAMBS

-800 LEVEL 0

+3200 U/S CEILING LEVEL 1 THIN BRICK SOFFIT RETURNS

ALUMINUM CLOSURES ST-B1 (MTL2 ) BY CURTAIN WALL TO MATCH ALUMINUM FRAME COLOURS

134 PETER STREET, SUITE 1301 TORONTO, ON M5V 2H2 T: 416 593 5300 F:416 593 4840

(MTL-2)CLAMPED BEHIND PRESSURE PLATE, ON SELF

13 ADD-05

07 26 02 SEAL AVB TO WINDOW SYSTEM - LAP, EXTEND AVB MEMBRANE OVER FLASHING AND 25mm RIGID INSUL ( INS -23) S-WD2

FLAT - SEAM PANE

12 ADD-04

STRUCTURAL ENGINEERS

CONCRETE TOPPING PER ROOF PLANS

07 84 00 ULC FLEXIBLE JOINT FIRESTOPPING SEAL

05 50 00 METAL FABRICATIONS PLATE

BLACKWELL CONTINUOUS SHELF ANGLE AND AVB METAL WALL MATCHING CURTAIN WALL FLASHING LAPPED OVER INTERMITTENTALUM, 800MM C.C ALUM SILL FLASHING HSS LINTEL BRACKETS

1 : 10

LAP AVB OVER METAL WALL FLASHING MEMBRANE AND HSS LINTEL BRACKETS

205

1 : 10

+0 LEVEL 1

+12370 T/O LIBRARY PARAPET

601

9 A117

1909-BMUCC-Arch-CM-R20_detached.rvt

Do not scale this drawing.

TYP. PARAPET 2 PLY SBS MOD BIT ROOFING MEMBRANE ON 16mm PARAPET SHEATHING BOARD, SEMI RIGID MINERAL FIBRE INSUL BD (INS-21) AVB, 16mm EXT SHEATHING ON LOAD BEARING METAL STUD FRAMING

187

+4800 LEVEL 2

Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before proceeding with the work.

07 84 00 ULC FLEXIBLE JOINT FIRESTOPPING SEAL 15

R3B

ROD AND SEALANT

LEVEL 2

THIN BRICK PANEL CLADDING WITH ALUMINUM HANGINGRAIL SYS ON THERM BROKEN SUBSTRUCTURE OF VERTICAL D RAIL AND THERMAL BROKEN BRACKETS, SEMI RIGID INSUL (INS-22), AVB, EXTERIOR SHEATHING, METAL STUD FRAMING AND INTERIOR GWB

+10490 T/O MECH ROOF STRUCT

14 ADD-06

745

304

PRE FINISHED METAL TRIM CLOSURE FASTENED THROUGH SOLID BRICK SEPARATE WITH BITUMNOUS +4800 SHEET

5/ A315

LAP AVB OVER METAL WALL FLASHING MEMBRANE AND

NS SECTION - LOBBY & FIELDHOUSE - SILL AT GRAD

MAX 83

PRE FINISHED METAL FLASHING CAP CURB FLASHING ON CONTINUOUS CLEAT, LAP SELF SEAL OVER, +13980 ON 19mm EXT PLYWOOD T/O PHASE 3AND PARAPET 38X64mm WOOD FRAMING @ 400mm O/C. INSULATE CAVITY WITH INS 22 DUAL DENSITY SEMI RIGID INSULATION ON LOAD BEARING METAL STUD FRAMING PRE FINISHED METAL

1 : 10

200

1.0 WALL SECTION THROUGH WEST ARENA GLAZED BAY 2/ A311

1 : 10

TYPICAL THRESHOLD DETAIL at EXTERIOR HM DOORS WF2

1:5

A321

FLEXIBL MEMBRA BENT M MATCH MEMBRA WALL N

16 York Street Office Fit-Out Client: Polarasset Management Partners Interior Renovation, Toronto, Canada MacLennan Jaunkalns Miller Architects (MJMA)

ROLE:

STATUS:

Design Development and Contract Documents

Under Construction

Site Context / Engagement Results

Engagement Results + Recommendations

Concept/ Prorammatic Relationships

OFFICE FLOOR PLAN

RECEPTION

WC 1 56 SF

OPEN WORKSPACE

KITCHENETTE

PRINT/COPY/STORAGE

BREAKOUT 1

LOUNGE AREA 1

157 SF

MEETING ROOM 1

130

210 SF

252 SF

461 SF

WC 2

HALLWAY A

48 SF

118 SF

BREAKOUT ROOMS

CLIENT COAT

HALLWAY B 135

OPEN WORKSPACE A

170 SF

4718 SF

COLLAB ZONE

RECEPTION DESK

BREAKOUT 2

CORRIDOR C 353 SF

210 SF

PRIVATE OFFICE

PRINT STATION 1

PRINT STATION 3

TELEPHONE ROOMS

RECEPTION

CLIENT LOUNGE

532 SF

374 SF

MEETING ROOM 2

MEETING ROOM 3

272 SF

261 SF

TELEPHONE ROOM 1 77 SF

CORRIDOR - A 955 SF

SOCIAL SPACE

F.S.C.

JAN

MEETING ROOMS

17 SF

162 SF

ELEV C4

ELEV C1

ELEC. ROOM

CORRIDOR D

177 SF

BOARD ROOM (THE CLOSER)

COLLABORATE

1329 SF

548 SF

WOMENS WASHROOM

STAFF COAT CLOSET

DATA ROOM

FIRE FIGHTING ELEV. SE

ELEV C5

BOARD ROOM

ELEV C2

872 SF

ELEVATOR LOBBY

DATA

STAIR

368 SF

MEN'S WASHROOM

BREAKOUT 4

ART STORAGE

176 SF

PRIVATE WASHROOMS

SERVICE ELEV. B3

ELEC ROOM

SERVICE ELEV - LOBBY

330 SF

UNIVERSAL WASHROOM

ELEV C3

BACK OF HOUSE

PRINT STATION 4

PRINT STATION 2

FRIENDS OF POLAR OFFICES FRIENDS OF POLAR WORK SPACE

59 SF

IT STORAGE

OPEN WORKSPACE C

173 SF

2349 SF

CHAIR STORAGE

TELEPHONE ROOM 2

OFFICE 1 (F.O.P)

BLEACHER SEATING

310 SF

466 SF

SOCIAL LOUNGE

KITCHEN

1319 SF

OFFICE 2 (F.O.P)

1236 SF

128 SF

BANQUETTE SEATING

W/C 3

W/C 4

40 SF

OPEN OFFICE (F.O.P)

SEATING

OFFICE 148 SF

MEETING ROOM 4

129 SF

BENCH

STAFF CLOSET GREEN WALL

ART STORAGE

331 SF

MECHANICAL ROOM

STAIR

OPEN WORKSPACE B

151A

LAN CLOSET MECHANICAL SHAFT

BREAKOUT 3

LOUNGE AREA 3

515 SF

OFFICE 3 (F.O.P) WELLNESS RM 1

WELLNESS RM 2

105 SF

104 SF

132 SF

POLAR ASSET MANAGEMENT PARTNERS - 16 YORK STREET

Date:

2020.05.08

Kitchen / Rendering

Sculpture Gallery photo

Sculpture Gallery + Hall Ways / Construction Site

Client Bathroom A / Rendering

Client Bathroom

m B / Rendering

Client Bathroom A / Construction Site

Open Workspace / Rendering

Open Workspace photo

Guelph South End Community Centre New Construction, Guelph,Canada MacLennan Jaunkalns Miller Architects (MJMA)

In Guelph’s fast-growing south end, the area will soon be home to a new multi-use community centre. The 165,000-square-foot South End Community Centre, featuring a twin pad arena, an aquatic complex, double gym, multi-use program and meeting room spaces, and an indoor walking track and warm-up area, will be built on existing City-owned lands immediately south of Bishop Macdonell Catholic High School on Poppy Drive.

ROLE: Contract Documents

STATUS: Building Permit

Natural Context / Site / Program ADDRESS: 25 Poppy Dr W, Guelph, ON N1L 1G1 SITE AREA: 15.49 HA TOTAL/5.76 USBLE GFA: 167,100 SF(15,523 SM) BUDGET: $84MM

Level 2

Level 1

EXTERNAL ENVELOPE

1” STANDING SEAM / CURVED / TAPERED 1” Standing Seam is a widely used concealed fastener roof panel for installation over solid substrates with vapour barrier. This panel also come in curved and tapered variations.

+12750 PARAPET HIGH

17y 1200 304

643

253

ZE-07-01

VARIES - SEE ROOF PLAN

PRE FINISHED METAL FLASHING CAP CURB FLASHING ON CONTINUOUS CLEAT, LAP SELF SEAL OVER, ON 19mm EXT PLYWOOD AND 38X64mm WOOD FRAMING @ 400mm O/C. INSULATE CAVITY WITH INS 22 DUAL DENSITY SEMI RIGID INSULATION ON LOAD BEARING METAL STUD FRAMING

EAST POOL GYM SOUTH

ZE-07-11 TAPERED RIGID ROOF INSULATION PER WALL SECTION AND DETAILS - SEE SPECIFICATIONS

ZE-07-11

ZE-07-18

TAPERED RIGID ROOF INSULATION PER WALL SECTION AND DETAILS - SEE SPECIFICATIONS

BITUMINOUS SEALANT SELF SEAL AVB FOR FASTENERS

ZE-07-22

141

LAP AVB TRANSITION MEMBRANE , BITUMINOUS SEAL JOINTS

ZE-07-22 LAP AVB TRANSITION MEMBRANE , BITUMINOUS ZE-07-21 SEAL JOINTS LAP TORCHEABLE AVB OVER WATERPROOFED ROOFING TO CURB 18

125

ZE-07-03 LAP SELF SEAL CAP MEMBRANE OVER ROOFING SEAL

+12000 U/S OF ROOF

190

STAINLESS FASTENER AT THERMAL CLIP

W10B

STANDING SEAM PANEL SYSTEM W1B

HAT-SHAPED GALV METAL SUB GIRT FRAMING SYSTEM

ZE-07-02 TYP. PARAPET 2 PLY MODIFIED BITUMEN ROOFING MEMBRANE ON 6mm PROTECTION BOARD, 16mm EXT PLYWOOD SHEATHING, SEMI RIGID MINERAL FIBRE INSUL BD (INS-21) AVB, EXERIOR WOOD STUD FRAMING 400 O.C., 16mm EXT SHEATHING ON LOAD BEARING METAL STUD FRAMING

FIBERGLASS THERMAL CLIP

STANDING SEAM CAP AND INTERNAL TAPE SEALANT

439

780

SEALED SEAM AIR VAPOUR BARRIER SYSTEMS

156

692

Z-SHAPED GALV METAL SUB GIRT FRAMING SYSTEM

+12750 PARAPET HIGH +4500 LEVEL 2

686

214

W10B

Z-SHAPED GALV METAL SUB GIRT FRAMING SYSTEMR1

617

+4100 ARENA CONCOURSE

696 VARIES

+12000 U/S OF ROOF 755

_DETAIL SECTION - POOL EAST WALL - ROOF CURB

AREA + MECHANICAL WELL - Callout 1 2/ A313

1:5

_WALL SECTION - 1-SLOPED GLAZING AT ARENA 1 Copy 1 - Callout 1

1/ A312

1:5

A 147

492

1054

835

1092 132

850

13z

ZE-07-11 ZE-07-01 PRE FINISHED METAL FLASHING CAP CURB FLASHING ON CONTINUOUS CLEAT, LAP SELF SEAL OVER, ON 19mm EXT PLYWOOD AND 38X64mm WOOD FRAMING @ 400mm O/C. INSULATE CAVITY WITH INS 22 DUAL DENSITY SEMI RIGID INSULATION ON LOAD BEARING METAL STUD FRAMING

+12750 PARAPET HIGH

200

+12000 U/S OF ROOF

463

118

W1B

METAL CLADDING SYSTEMS

680

W10B

ZE-07-18 BITUMINOUS SEALANT SELF SEAL AVB FOR FASTENERS

750

13.9 6° +4500 LEVEL 2

239

W10B

W6A

250

972

268

+12000 U/S OF ROOF

+4100 ARENA CONCOURSE

790

+8000 LEVEL 2 CEILING

xCAP 1:5

_DETAIL SECTION - ICE HALL 1 NORTH FACADE CURB - GR-A

3/ A313

1:5

_WALL SECTION - SERVICE AREA + MECHANICAL WELL - Callout 1 2/ A313

1x 775

1:5

6 147

Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before proceeding with the work. Do not scale this drawing.

REVISIONS AND ISSUES

REV

DESCRIPTION

DATE

539

+4500 LEVEL 2

4 853 418 25

290

144

200

+12750 PARAPET HIGH

+4100 ARENA CONCOURSE

W10B

LAP SELF ADHERED MEMEBRANES

222

71 156

290

BLACKWELL STRUCTURAL ENGINEERS STRUCTURAL ENGINEERS

134 PETER STREET, SUITE 1301 TORONTO, ON M5V 2H2 T: 416 593 5300 F: 416 593 4840

ALIGN DEVICES AS SHOWN

SMITH & ANDERSEN MECHANICAL ENGINEERS

4211 YONGE STREET, SUITE 500 TORONTO, ON M2P 2A9 T: 416 487 8151 F: 416 487 9104

SMITH & ANDERSEN

285

ELECTRICAL ENGINEERS

+12000 U/S OF ROOF

4211 YONGE STREET, SUITE 500 TORONTO, ON M2P 2A9 T: 416 487 8151 F: 416 487 9104

EMC GROUP

CIVIL ENGINEERS

7577 KEELE STREET, SUITE 200 CONCORD, ON L4K 4X3 T: 905 738 3939 F:905 738 6993

GRIDLINE Ay

07 95 13 FLEXIBLE JOINT SEAL

+3000 LEVEL 1 CEILING

_WALL SECTION - SERVICE AREA+MECH WELL - GR-2X 2/ A313

1:5

Gx +12750 PARAPET HIGH

17y 1200

2yy

CITY OF GUELPH

200

643

253

1 CARDEN STREET, GUELPH, ONTARIO N1H 3A1 T: 519 822 1260

ZE-07-01

VARIES - SEE ROOF PLAN

EAST POOL GYM SOUTH

1069

F:519 826 9771

145

W6A

LEVEL 1 CE

599

03 45 00 INSUL PRECAST ANCHORAGE AND CONNECTION 224

ZE-07-11

+12750 PARAPET HIGH

599

777

TAPERED RIGID ROOF INSULATION PER WALL SECTION AND DETAILS - SEE SPECIFICATIONS

03 45 00 FACED ARCH PRECAST CONC CLADDING

435

W10B

ZE-07-18 BITUMINOUS SEALANT SELF SEAL AVB FOR FASTENERS

167 362

141

750

562

368

ZE-07-22

LAP AVB TRANSITION MEMBRANE , BITUMINOUS ZE-07-21 SEAL JOINTS LAP TORCHEABLE AVB OVER WATERPROOFED ROOFING TO CURB

196

KEYPLAN

NORTH ARROW

+12000 U/S OF ROOF

190

PROJECT N

304

+12000 U/S OF ROOF

STAINLESS FASTENER AT THERMAL CLIP 298

STANDING SEAM PANEL SYSTEM

HAT-SHAPED GALV METAL SUB GIRT FRAMING SYSTEM

1106

686

FIBERGLASS THERMAL CLIP

STANDING SEAM CAP AND INTERNAL TAPE SEALANT

PROJECT TITLE

SEALED SEAM AIR VAPOUR BARRIER SYSTEMS

GUELPH SOUTH END COMMUNITY CENTRE

692

2021-10-06 8:00:28 PM C:\Users\zluo\Documents\1718-ARCH_CM_R20_zluoYLTLR.rvt

25 Poppy Drive , Guelph ON N1L 0A7

Z-SHAPED GALV METAL SUB GIRT FRAMING SYSTEM

DRAWING TITLE

SECTION DETAIL 3 SCALE

1 : 5 DATE

PROJECT NUMBER

1718

DRAWING NUMBER

_WALL SECTION - LEISURE POOL NORTH WALL - Callout 1 2/ A310

Z-SHAPED GALV METAL SUB GIRT FRAMING SYSTEM

1:5

_WALL SECTION -ICE HALL 2 + CHANGEROOMS - SOUTH WALL - Callout 1

1/ A314

1:5

A320-I

696 VARIES

3.A310_WALL SECTION - LEISURE POOL WEST WALL FDN - B WINDOW HEAD 3/ A310

Contractor must check and verify all dimensions on the job, and report any discrepancies to the Architect before proceeding with the work.

2yy

Do not scale this drawing.

_DETAIL SECTION - POOL EAST WALL - ROOF CURB 1/ A312

1:5

2yy

1:5

REVISIONS AND ISSUES

REV

DESCRIPTION

DATE

1069 835

132

850

W6A

+3000 LEVEL 1 CEILING

ZE-07-11

G CAP CURB LEAT, LAP XT PLYWOOD G @ 400mm S 22 DUAL ON ON LOAD G

1000

777

4 +12000 U/S OF ROOF

449

2 522

EAL AVB FOR

13.96°

+0 LEVEL 1 W10B

1106

W6A

972

686

BLACKWELL STRUCTURAL ENGINEERS STRUCTURAL ENGINEERS

134 PETER STREET, SUITE 1301 TORONTO, ON M5V 2H2 T: 416 593 5300 F: 416 593 4840

SMITH & ANDERSEN MECHANICAL ENGINEERS

4211 YONGE STREET, SUITE 500 TORONTO, ON M2P 2A9 T: 416 487 8151 F: 416 487 9104

SMITH & ANDERSEN ELECTRICAL ENGINEERS

4211 YONGE STREET, SUITE 500 TORONTO, ON M2P 2A9 T: 416 487 8151 F: 416 487 9104

EMC GROUP

CIVIL ENGINEERS

7577 KEELE STREET, SUITE 200 CONCORD, ON L4K 4X3 T: 905 738 3939 F:905 738 6993

-1000 ICE RINK

1510

_3.A310 WALL SECTION - LEISURE POOL WEST WALL FDN - ROOF-CURB 3.A310_WALL SECTION - LEISURE POOL WEST WALL FDN - B WINDOW HEAD 3/ A310

2yy

1:5

23/ A310

1:5

_3.A310_WALL SECTION - LEISURE POOL WEST WALL FDN-A WINDOW-SILL

3/ A310

1:5

5500 No. 3 Road Mixed-Use Building New Construction, Vancouver,Canada Musson Cattell Mackey Partnership(MCM) The prominent southeast corner of the intersection of Lansdowne Road and No. 3 Road could be redeveloped into one of Richmond’s largest 100% rental housing projects in years. A rezoning application by Headwater Living Inc. outlines a proposal to redevelop 5500 No. 3 Road – immediately south of SkyTrain’s Lansdowne Station and Lansdowne Centre shopping mall — into a 154-ft-tall, 15-storey, mixed-use building.

ROLE:

STATUS:

Site Analysis Schematic Design

In Progress

Context / Site / Program

Site Area: 2917.5 sm (31403.7 sf) Target FSR: 3.15 equal to: 98920 sf A1 - 12 storey residential tower (w/ walk-up PH) Tower Residential Area: 84700 sf (94 units) A2 - 15’ high, around 40’ deep retail along Lansdowne Rd. Commercial Area: 6044 sf + 4286 sf Residential Lobby Area: 3700 sf Total Residential Area: 88400 sf Total Commercial Area: 10330 sf Total FSR area: 98730 sf Parking required: 119 stalls 0.9x94units = 85 stalls (Residential) 960/100 x 3.5 = 34 stalls (Commercial/Visitor sharing)

Future Developments

Site

Tower + Low-Rise + Podium

Dedications + R.O.W Setback

Proximity Refinement - Tower Separation

Ground Level

Option 1 Curved corner

Level 5-7 Floor Plan

Level 8-14 Floor Plan

Option 2 Angled scheme

Toronto Montessori School New Construction, Toronto, Canada Farrow Partners

In terms of architectural characteristics, they reflect qualities of space that are of: nature, variety and vitality, sense of occurrence, optimism; and generosity. The building in plan is designed as a soft semi-circular form, concave towards your approach, north facing, which creates and wraps a new half circular garden plaza area in front of the building, of which you pass through on winding paths, from the parking lot, to arrive at the main entrance. The concave building face is edged by a one story lower colonnaded veranda-like space, creating cover and seating areas. The section of the building is lower to the north, where you enter, with the roof hovering a foot above the wall, creating a break in the wall roof connection allowing a narrow-unencumbered view to the sky beyond. The roof then slopes noticeably upwards towards the south and an exterior fern and multi-stemmed birch tree grove courtyard separating the new building from the existing. While semi-circular in plan, the ceiling is supported by large semicircular wood arches, radially positioned along the length of the space, leaping from side to side, with the sloped ceiling balanced on the top centre edge of the arches.

ROLE:

STATUS:

Design Development

Completed 2020

Context / Site / Program

From third points along the length of the arches, secondary straight beams spring outwards in triangular patterns towards the secondary beams in the roof plane, creating a spark-like connection point to the arch. All structural elements are wood, with all steel connections concealed.

Mary Be Kitchen Interior Renovation, Toronto, Canada Reflect Architects

BRANDING PHYSICAL - ATMOSPHERE 1. Simple paired down, accessible 2. Cozy, eclectic, should be familiar and comfortable but sophisticated. 3. Sophisticated enough to bring in 65yr old partner. Not corporate, but cool. 4. Brand name invokes ideas of home and matriarchy 5. Don’t want it to be sterile – more feminine 6. Pattern in menu or cushions, table, etc. 7. Discussed the Drake, The mill in San Francisco, Maman, Chaia as examples

ROLE: Design Development

STATUS: Completed 2017

FOOD EXPERIENCE 1. Simple paired down, accessible 2. Cozy, eclectic, should be familiar and comfortable but sophisticated. 3. Sophisticated enough to bring in 65yr old partner. Not corporate, but cool. 4. Brand name invokes ideas of home and matriarchy 5. Don’t want it to be sterile – more feminine 6. Pattern in menu or cushions, table, etc. 7. Discussed the Drake, The mill in San Francisco, Maman, Chaia as examples

Materails Pallet

Interior Elevations - Dining Area SCALE: 1:50

Proposal Rendering

Biomass Floating School New Construction, New York, United States Student project

CONCEPT : Adding the biomass system in the school and integrate it with the combination of classrooms and greenhouse, to establish biomass green towers to form an internal independent power supply system and to reduce emissions, as well as providing a place where students can learn about environment.

ROLE: Site Analysis Schematic Design Design Development

STATUS: Concept

Context / Site / Program

Site

Stacking Programs

Shifting Programs Vertically

Adding floati

ing classrooms

orienting programs reasonable

Integrating greenhous with classrooms

BRIEF : This project was conceived from how to organically combine individualized instruction to cultivate students and convert the existing pollution conditions of Newtown Creek into a new advantage to serve this community, and at the same time to gather the community to increase the awareness of protecting the local environment. Based on site analysis, the neighbourhood is occupied by industrial buildings, and the site locates on the edge of a canal that is being polluted. In the meantime, the site context lacks greenery area to increase biodiversity and provide environmental comfort.

Biomass systerm diagram

MASS|VOID|APERTURE

Toronto’s Historic Photo Archive New Construction, Toronto, Canada Student project in collaboration with Felix Chan

CONCEPT: The site is in the heart of downtown Toronto, and it is the perfect location for the archive because this is the intersection where old heritage vibes of the city took their last stand against the rapid changes of the city. We see several landmarks that act as beacons of time that represent the past, present, and future of Toronto.

ROLE: Site Analysis Schematic Design Design Development and Contract Documents

STATUS: Concept

Context / Site / Program

BRIEF: The photo archive has an interesting dynamic within itself: on one hand, it preserves important artefacts and represents the idea of permanence. On the other hand, as time moves forwards, the archive expands in mass and represents the idea of change and growth. With it lies a similar problem with many archives is that these important pieces of history don’t see a lot of light. Therefore, our concept takes root upon revealing the “hidden” in both a visual form and an interactive form. We would like to use the archive as the tour guide and allow visitors to “walk” through the timeline of Toronto.

METAPHOR OF A CAMERA: The envision our archive space as a metaphor of the Camera Obscura, a dark enclosed mass devoid of any fenestration apart from several openings such as the viewfinder or pinhole. The dark mass is an appropriate comparison because the archival spaces needs to be protected from sunlight. These aperture houses various programs in the building and acts as anchors.

I Archive Massing devoid of fenestration I The Floating Black Box I Program Massing as organizing anchors I Program Massing as Viewfinder I Program Massing as Circulation Anchors I Travel through private and public spaces I Daylighting as Accents (Daylighting: Lightwell, Lightshafts: Accents)

BUILDING DATA 1. Building Area:

1271.5m2

4. Window to Wall Ratio:

0.39

2. Gross Floor Area:

4295m2

5. Annual Energy Consumption:

767175 ekWh.year

3. Overall Effective U-Value:

4295m2

6. Energy Use Intensity:

238 ekWh/m2. year

Ground Level

Mezzanine Level

Second Level

View of lobby area

View of exhibition area

View of archive area

Third Level

Summer Condition

Aligned Section

1. 150mm trapezoidal liner

2. 6” concrete slab on the

sheet overlay on the steel frame structur.

6” Rigid Insulation 4” Cavity Insulation Water proofing membrane 1/2” Sheathing

5. 12mm fibre cementboard panel cladding On aluminium horizontal support raillings Fixed to helping hand brack ets

metal deck 2x4 metal stud wall

Protection mat Drainage layer Filter layer Engineered soil 4” rigid insulation

6. 2”Hollow tube frame

9”x9“ flappers attached to stainless steel rods.

7. Complete wall and

green roof assembly.

North Elevation

TO NEFOS New Construction, Greece Competition Project with Felix Chan & Iran Wen To Nefos With the advent of the technophile society that we are part of nowadays, we live more than ever our life in immaterial platforms created by computer algorithms. From Apple Inc.’s iCloud to curated life on social media channels such as Facebook and Instagram, the physical reality of life is blurred by our immaterial existence on a cloud that we named To Nefos. Therefore, To Nefos is a material depiction the immaterial way of life that our technophile society live by, and consequently we imagine, in the context of creating new eating rituals with respect to our zeitgeist, the building of a structure encompassing an orgy where reality and falsehood are to be reflected as versimilitudes, and where our life and the reflection of our life are to be put into contact just like the portrayal of our existence in the cloud, through social media channels. For all these reasons, To Nefos offers a pot-luck dining experience, where each participant is tasked to bring their dish and scatter over a cloud-like structure above ground made of white fabrics, and reachable through circular staircases and ladders. Twenty-four reflective mirrors representing the twenty-four hours of our daily life are also installed to enhance the powerful experience of an orgy through which the social interactions and the food consumption rituals of the guests are magnified infinitely to represent physically the immateriality of the cloud. Because we constantly live in a blur, in between our reality and our curated portrayal, to experience To Nefos is to feast on the contributions of our social network, to see what our peers will bring to the table, and most importantly to interact with each other through the realness as well as the falseness of a technophile way of life.

ROLE: Schematic Design, Design Development

STATUS: Completed 2018 It is implemented in real dimensions (scale 1: 1) at the Benaki Museum in Greece

View of above to Nefos

Above to Nefos

To Nefos

Below to Nefos

Section Plan

Completed

PLAN + EXPLODED ELEVATION

Construction Site

Completed

Urban Horizon Condo Interior Design Interior Renovation, Shenzhen, China Freelance Design

Obsessed with the city view and sculptural interior concept. The dwelling broke away from the common practice, representing a lifestyle for the self-actualization.

ROLE: Managed Design& Coordination of Construction

STATUS: Completed

Living Room Rendering

Living Room photo

FLOOR PLAN

Master Bedroom Drop Ceiling Detail

Living Room Drop Ceiling Detail

Drop Ceiling Typical Detail

Living Room photo

Dining Area

Bedroom

Master Bedroom

ZIYANG LUO OAA Intern architect M.Arch, LEED GA T: +1-6476757833 E: ziyang.luo@yahoo.com