Portfolio 2020

Page 1

QUISPE | PORTFOLIO ALVARO F. QUISPE || ARCHITECT

ALVARO

M.Arch | 416.878.7189 | quispe.c.alvaro@gmail.com

OAA | M.Arch | B.Arch. Schi


2


19 DUNCAN STREET Hariri Pontarini Architects

5

RODEO DRIVE Hariri Pontarini Architects

7

CIBC SQUARE Adamson Associates Architects

9

MONCTON CENTRAL SPORTS & ENTERTAINMENT CENTRE BBB Architects

13

ST. THOMAS CONSOLIDATED COURTHOUSE WZMH Architects

17

Q SHIP TOWER WZMH Architects

21

Plaza - Exterior Entrance

87

Central Atrium (Courtesy of Norm Li)

day 8

Rendering Courtesy of Q-Studio

Public Corridors (Courtesy of Norm Li)

69

64

3


2033 2033

WALL SECTION - SOUTH WALL STEEL SUPPORT @ GROUND FLOOR +91.238 +91.238 U.S OF U.S SHEAR OF SHEAR WALLWALL OPENING OPENING +91.616 +91.616

50

3000 3000 MECH. MECH. LOUVERS LOUVERS

MECHANICAL MECHANICAL LOUVER LOUVER PANEL PANEL

H5 5

4

+89.905 +89.905 U.S OF U.S SHEAR OF SHEAR WALLWALL OPENING OPENING

3

H5

4138 SHEAR WALL OPENING 4138 SHEAR WALL OPENING

89.05 89.05 LEVEL LEVEL 01 01

1 : 50

SCALE:

5494 5494 SHEAR SHEAR WALLWALL OPENING OPENING

89.05 89.05

LEVEL LEVEL 01 01

CW ANCHOR CW ANCHOR REFER REFER TO CW TO SHOP CW SHOP DWGS. DWGS.

50

2805 SHEAR WALL OPENING 2805 SHEAR WALL OPENING

CL MULLION CL MULLION

A819

+91.061 +91.061

4516 SHEAR WALL OPENING 4516 SHEAR WALL OPENING

+91.616 +91.616 U.S OF U.S SHEAR OF SHEAR WALLWALL OPENING OPENING

114 114 1166 1166 SHEAR SHEAR WALLWALL OPENING OPENING

152 152 300 300

2

1

102 102

61 61

175 175

188 188

1778 MECH. LOUVERS 1778 MECH. LOUVERS

HF

97.54

LEVEL 03 FFE

97.09

LEVEL 03

These Contract D 152 152Ar Architect. The interpretations of Upon written appl 102 188 102 188 written/graphic cla regarding the inte Architect will revie Contractor for des Drawings are not to verify all existin perform the Work Contract Docume work. Positions of expo devices, fittings, a Architectural draw Architectural draw Electrical drawing located as directe

HE

ALUM. FIN (MF-01) 2.

LED EXTERIOR LINEAR LUMINAIRE (WINLINE 500FMC OR SIMILAR)

INTERIOR

3.

CL CONDUIT 200

93.07

1.

300 300

JUNCTION BOX BEYOND

EXTERIOR

LEVEL 02

General Notes:

200 200

87.10 87.10 GROUND GROUND LEVEL LEVEL

LV-01LV-01

5770 SHEAR WALL OPENING 5770 SHEAR WALL OPENING

1778 MECH. LOUVERS 1778 MECH. LOUVERS

6

REMOVABLE REMOVABLE CAP CAP (MP-02 (MP-02 - SILVER - SILVER SHADOW) SHADOW)

4516 SHEAR WALL OPENING 4516 SHEAR WALL OPENING

LIGHT LIGHT COVECOVE (MP-02 (MP-02 - SILVER - SILVER SHADOW) SHADOW)

LEVEL 03 FFE

97.54

LEVEL 03

97.09

CL MULLION

LIGHT COVE (MP-02 - SILVER SHADOW) WASHER LUMINAIRE BEYOND (24371 BEGA OR SIMILAR) REMOVABLE CAP (MP-02 - SILVER SHADOW)

84.35 84.35 BASEMENT BASEMENT

SP-02a

PULL BOX BEYOND 83.15 83.15 LOWERLOWER BASEMENT BASEMENT

REFER TO SHOP DRAWINGS FOR CONDUIT DETAILS AND LOCATIONS

2367

THRESHOLD AS REQUIRED RA-2

SLOPE

P8 P8 394 2033

3000 MECH. LOUVERS

MECHANICAL LOUVER PANEL

H5 H5

300 300

152 15261

61 175 175

188 188

200 200

102 102

114 1166 SHEAR WALL OPENING

CL

152 15261

9/25/2020 11:04:39 AM

RA-2 RA-2

SLOPE SLOPE

5 A819

200 200

1500 1500

LIGHT COVE (MP-02 - SILVER SHADOW)

CL CONDUIT

65

CL CONDUIT CL CONDUIT

ALUM. FIN BEYOND (MF-01) ALUM. FIN BEYOND (MF-01) 941 941

117 117

130

CL CONDUIT

CL MULLION

MP-02 117 117 MAX. MAX. DIM DIM FOR FOR FEED FEED CABLE CABLE CONNECTOR CONNECTOR

6 A819

84.35

LOWER BASEMENT SP-02a ALUMINUM CLOSURE TO CONCEAL ALUMINUM CLOSURE TO CONCEAL

83.15

SCALE: SCALE: 1

WASHER LUMINAIRE WASHER LUMINAIRE (24371 BEGABEGA OR SIMILAR) (24371 OR SIMILAR)

SP-02a

REFER REFER TO SHOP TO SHOP DRAWINGS DRAWINGS FOR CONDUIT DETAILS FOR CONDUIT DETAILS AND AND LOCATIONS LOCATIONS

ELEVATION - LIGHT COVE BAY SCALE:

3

: 10 1 : 10

3

1 : 10

WASHER WASHER LUMINAIRE SECTION SECTION DETAIL DETAIL P4 LUMINAIRE

A819A819

SCALE: SCALE: 1

2

: 10 1 : 10

2

24371 24371 BEGA BEGA + LIG +

A819A819

SCALE: SCALE:

1 : 50

SCALE:

335 335 LEVEL 01

SP-02a SP-02a

LINEAR LINEAR LUMINAIRE LUMINAIRE SECTION SECTION DETAIL DETAIL P5

A819A819

CL MULLION CL MULLION

WALL SECTION - SOUTH WALL STEEL SUPPORT @ GROUND FLOOR

1165 1165

335 335

1165 1165

335 335

1165 1165

89.05

H5

H5

MF-01MF-01

SP-02a SP-02a

MF-01MF-01

SP-02a SP-02a

SP-02a SP-02a

335 335

CL

CL

168 168

188

61

300

3

175

200

1500 1500

65

ALUM. FIN BEYOND (MF-01)

FEED FEED CABLECABLE TO FIRST TO FIRST FIXTURE FIXTURE

MP-02 MP-02 117 117 MAX. MAX. DIM FOR DIM FEED FOR FEED CABLE CABLE CONNECTOR CONNECTOR

CL MULLION

639 639

639 639

CL CONDUIT (WASHER LIMINAIRE) CL MULLION

WASHER WASHER LUMINAIRE LUMINAIRE (24371 (24371 BEGABEGA OR SIMILAR) OR SIMILAR)

PULL BOX BEYOND

MP-02 MP-02

9/25/2020 11:04:39 AM

9/25/2020 11:04:39 AM

SP-02a

SLOPE

5

5

THRESHOLD AS REQUIRED

SCALE: SCALE: 1

(3) LED (3)EXTERIOR LED EXTERIOR LINEAR LINEAR LUMINAIRE LUMINAIRE (WINLINE (WINLINE 500 FMC 500 OR FMCSIMILAR) OR SIMILAR)

SP-02a

1

SIM. SIM.

WASHER LUMINAIRE 3(24371 3 BEGA OR SIMILAR) A819 A819

ALUMINUM CLOSURE TO CONCEAL JUNCTION & PULL BOX (MP-02 - SILVER SHADOW)

WASHER LUMINAIRE (24371 BEGA OR SIMILAR)

87.10

4 A819

LINEAR LUMINAIRE SECTION DETAIL SCALE:

335

SCALE: SCALE: 1

3

1 : 10

A819

Rendering: Duncan St. & Adelaide St. W 1165

4

SP-02a SP-02a

SP-02a SP-02a

335

REFER TO SHOP DRAWINGS FOR CONDUIT DETAILS AND LOCATIONS

2 SI-052 - GROUND FL COORDINATION 1 CD-022 - LIGHT DET No. Issue / D

ELEVATION ELEVATION - LIGHT - LIGHT COVE COVE BAY BAY

A819A819

GROUND LEVEL

LIGHTLIGHT COVECOVE BREAKBREAK LINE LINE

LED EXTERIOR LINEAR LUMINAIRE (WINLINE 500FMC OR SIMILAR)

JUNCTION BOX (MP-02 - SILVER SHADOW)

1

: 10 1 : 10

639 63

JUNCTION BOX & PULL BOX

REFER TO SHOP DRAWINGS FOR CONDUIT DETAILS AND LOCATIONS

WALL WALL SECTION SECTION - BIN - BIN HOLDING HOLDING AREA AREA @@ GROUND GROUND FLOOR FLOOR

LIGHT COVE (MP-02 - SILVER SHADOW) MP-02 MP-02

LIGHTLIGHT COVECOVE BREAKBREAK LINE LINE

SP-02a SP-02a ALUMINUM CLOSURE TO CONCEAL

A819A819

639 639

CONTINUOUS LIGHT COVE EXTENSION INFILL (MP-02 SILVER SHADOW)

LED EXTERIOR LINEAR LUMINAIRE BEYOND (WINLINE 500FMC OR SIMILAR) CONTINUOUS LIGHT COVE EXTENSION INFILL (MP-02 - SILVER SHADOW) CL CONDUIT (LINEAR LUMINAIRE)

1500 1500

639 639

NOTEN: O CO TEN:TCROANCTROARCTTOORNO TO TIFNYOATRIFCYHAITRECCHTITIFECT IF M AX .M DAI M X .ED NISMIOEN SCIA ON NNCOATNBNEOM TB ETE SMOELTIG SO HTLIGHT FIXTUFRIXETSUI ZREESSCI ZAENS BCEAN REBVEISREEDV ISED

LIGHT COVE (MP-02 - SILVER SHADOW) WASHER LUMINAIRE BEYOND (24371 BEGA OR SIMILAR) REMOVABLE CAP (MP-02 - SILVER SHADOW)

SIM. SIM.

MF-01 SP-02a

1500 1500

941 941

65

65

CL MULLION CL MULLION

70

70

130

CL CONDUIT CL CONDUIT

130 200

CL CONDUIT

200

CL CONDUIT CL CONDUIT

3

ALUM. FIN (MF-01) A819 A819

PULL PULL BOX BEYOND BOX BEYOND LIGHTLIGHT COVECOVE (MP-02 (MP-02 - SILVER - SILVER SHADOW) SHADOW)

LED EXTERIOR LINEAR LUMINAIRE (WINLINE 500FMC OR SIMILAR)

200

61

JUNCTION JUNCTION BOX BEYOND BOX BEYOND

188

117 117

130 130

JUNCTION BOX BEYOND

INTERIOR

152

102

ALUM. FIN (MF-01)

EXTERIOR

ALUM. ALUM. FIN (MF-01) FIN (MF-01)

MF-01MF-01

175 200

130

102

168 168

70

152 300

GLE SWING DOOR IN CLOSED POSITION

RA-2

4

LIGHT COVE BREAK LINE

(3) LED EXTERIOR LINEAR LUMINAI LUMINA

JUNCTION BOX BOX JUNCTION (MP-02 - SILVER SHADOW) (MP-02 - SILVER SHADOW)

1 P64

MP-02

JUNCTION JUNCTION BOX BOX & PULL & PULL BOX BOX

A819

P7

639 639

CL CONDUIT CL CONDUIT (WASHER (WASHER LIMINAIRE) LIMINAIRE)

BASEMENT

WASHER LUMINAIRE (24371 BEGA OR SIMILAR)

1 : 10 87.10 87.10 GROUND GROUND LEVEL LEVEL

CL CONDUIT CL CONDUIT (LINEAR (LINEAR LUMINAIRE) LUMINAIRE)

N O T E: C O N T R A C T O R T O N O T I F Y A R C H I T E C T I F M A X . DI M E N S I O N C A N N O T B E M E T S O L I G H T F I X T U R E S I Z ES C A N B E R E V I S ED

THRESHOLD THRESHOLD AS REQUIRED AS REQUIRED

P8

639 639

LED EXTERIOR LED EXTERIOR LINEAR LINEAR LUMINAIRE LUMINAIRE BEYOND BEYOND (WINLINE 500FMC OR SIMILAR) (WINLINE 500FMC OR SIMILAR) CONTINUOUS CONTINUOUS LIGHTLIGHT COVECOVE EXTENSION EXTENSION INFILLINFILL (MP-02 - SILVER SHADOW) (MP-02 - SILVER SHADOW)

FEED CABLE TO FIRST FIXTURE

70

200

LED EXTERIOR LED EXTERIOR LINEAR LINEAR LUMINAIRE LUMINAIRE (WINLINE (WINLINE 500FMC 500FMC OR SIMILAR) OR SIMILAR)

WALL SECTION - BIN HOLDING AREA @ GROUND FLOOR SCALE:

87.10

PULL BOX BEYOND

188 188

REFER REFER TO SHOP TO SHOP DRAWINGS DRAWINGS FOR CONDUIT FOR CONDUIT DETAILS DETAILS AND AND LOCATIONS LOCATIONS

SP-02a SP-02a

GROUND LEVEL

JUNCTION BOX BEYOND

102 102

LOWER BASEMENT

SINGLE SINGLE SWING SWING DOOR DOOR IN CLOSED IN CLOSED POSITION POSITION

CL MULLION

89.05

61 175 175

PULLPULL BOX BOX BEYOND BEYOND 83.15

LEVEL 01

ALUM. FIN (MF-01)

MF-01

130 130

200

200

168 168

LIGHTLIGHT COVECOVE (MP-02 (MP-02 - SILVER - SILVER SHADOW) SHADOW) WASHER WASHER LUMINAIRE LUMINAIRE BEYOND BEYOND (24371 (24371 BEGABEGA OR SIMILAR) OR SIMILAR) REMOVABLE REMOVABLE CAP (MP-02 CAP (MP-02 - SILVER - SILVER SHADOW) SHADOW)

BASEMENT

335 335

SP-02a

CL MULLION CL MULLION 84.35

1 : 10

MF-01

335 335 168 168

300 300

INTERIOR INTERIOR

STRUCTURAL FRAMING REFER TO STRUC. DWGS

1165 1165

H5 H5

JUNCTION JUNCTION BOX BOX BEYOND BEYOND

1778 MECH. LOUVERS

LV-01

SCALE:

+91.075 T.O HSS

GROUND LEVEL

EXTERIOR EXTERIOR

WASHER LUM P4 P4

3 A819

335 335

ALUM. ALUM. FIN (MF-01) FIN (MF-01) 87.10

93.07

1 : 10

: 50 1 : 50

+89.905 U.S OF SHEAR WALL OPENING

89.05 89.05 LEVEL LEVEL 01 01

LEVEL 01

SCALE: SCALE: 1

5494 SHEAR WALL OPENING

4138 SHEAR WALL OPENING

89.05

2340 SHEAR WALL OPENING

65

50

56

SCALE:

WALL WALL SECTION SECTION - SOUTH -U.S SOUTH WALL WALL STEEL STEEL SUPPORT SUPPORT @@ GROUND GROUND FLOOR FLOOR +91.238 OF SHEAR WALL OPENING

A819A819

+91.061

CW ANCHOR REFER TO CW SHOP DWGS.

6

3411 SHEAR WALL OPENING

93.52

LEVEL 02

+91.616

2805 SHEAR WALL OPENING

+91.616 U.S OF SHEAR WALL OPENING

CL MULLION

4516 SHEAR WALL OPENING

REMOVABLE CAP MP-02 - SILVER SHADOW)

1778 MECH. LOUVERS

6

A819

65

IGHT COVE MP-02 - SILVER SHADOW)

87.10 87.10

GROUND GROUND LEVEL LEVEL

1995

LEVEL 02 FFE

LINEAR LUMINAIRE SECTION DETAIL P5 P5

P6 P6 4

+92.870 U.S OF ST SLAB

130

+92.850 3076 SHEAR WALL OPENING +91.616 U.S OF SHEAR WALL OPENING

P7 P7

130

LEVEL 02

70

LEVEL 02 FFE

70

REFER TO SHOP DRAWINGS OR CONDUIT DETAILS AND OCATIONS

93.52

93.07

5770 SHEAR WALL OPENING

CUH (REFER TO MECH. DWGS)

1454

TRUCTURAL CONCRETE

SP-02a

SINGLE SWING DOOR IN CLOSED POSITION

CL MULLION CL MULLION

4516 SHEAR WALL OPENING

METAL FIN BEYOND MF-01)

: 10 1 : 10

WASHER LUMINAIRE SECTION DETAIL SCALE:

2

1 : 10

A819

1165

335

24371 BEGA + LIGHT COVE. SCALE:

1165

335

Architect of Record:


General Notes:

19 DUNCAN STREET

1.

These Contract Documents are the property of the Architect. The Architect bears no responsibility for the interpretations of these documents by the contractor. Upon written application the Architect will provide written/graphic clarification or supplementary information regarding the intent of the Contract Documents. The Architect will review Shop Drawings submitted by the Contractor for design conformance only. Drawings are not to be scaled for construction. Contractor to verify all existing conditions and dimensions required to perform the Work and report any discrepancies with the Contract Documents to the Architect before commencing work. Positions of exposed or finished mechanical or electrical devices, fittings, and fixtures are indicated on the Architectural drawings. The locations shown on the Architectural drawings govern over the Mechanical and Electrical drawings. Those items not clearly located will be located as directed by the Architect.

2.

ARCHITECT Hariri Pontarini Architects

3.

235 Carlaw Ave Toronto, ON M4M 2S1 416 929 4901 hariripontarini.com

STRUCTURAL ENGINEER Jablonsky Ast and Partners Consulting 1129 Leslie Street Engineers Donmills, ON M3C 2K5 416.447.7405 astint.on.ca

MECHANICAL & PLUMBING ENGINEER Reinbold Engineering Group 212, 214 King Street West Toronto, ON M5H 3S6 647.352.1166 reinboldengineering.com

ELECTRICAL ENGINEER Nemetz (S/A) & Associates Ltd. 214 King Street West, Suite 214 Toronto, ON M5H 3S6 647.253.2080 nemetz.com

LANDSCAPE ARCHITECT Janet Rosenberg & Studio

148 Kenwood Avenue, Toronto, ON M6C 2S3 416.656.6665 jrstudio.ca

INTERIOR DESIGN Hariri Pontarini Design Inc. 235 Carlaw Ave Toronto, ON M4M 2S1 416 929 4901 hariripontarini.com

CIVIL ENGINEER Cole Engineering 70 Valleywood Drive, Markham, ON L3R 4T5 416.987.6161 coleengineering.ca

LEED CONSULTANT Integral Group 380 Wellington Street West, Toronto, ON M5V 1E3 416.687.1800 integralgroup.com

ELEVATOR CONSULTANT GUNN Consultants UNIT 305, 535 TENTH AVENUE SW CALGARY, AB T2R 0A8 403.440.9945 gunnconsultants.com

Concept Model

HERITAGE ARCHITECT ERA Architects 600-625 Church St Toronto ON, M4Y 2G1 416.963.4497 www.eraarch.ca

19 DUNCAN ST. Toronto, Ontario Client: Westbank Corporation and Allied Properties Size: 42,292 m2 | 455,230 ft2 Status: Under Construction Toronto, Ontario A delicate synthesis of heritage and modern building design, 19 Duncan St. is a redevelopment project meant to exude Toronto’s 1908 Southam Press Building’s brick facade with a new multi-use tower comprised of office space and rental apartments. Rhythmic, yet methodical, the new high-rise additon is careful to compliment its heritage base with its elegant combinations of varying proportions, geometries and materials. 50

2020/10/15

49 48

2020/10/01 2020/09/15

47 46 45 44 43

CD-026 - STORM PIPE INVERT COORDINATION SI-053 - REFUSE CHUTE COORDINATION SI-052 - GROUND FLOOR SLAB EDGE COORDINATION SI-051 - UGH SLAB THICKNESS CC-007 - L58 COORDINATION CD-024 - UGH SLAB COORD. SI-050 - UGH SLAB COORD. SI-048 - GRIDS & PROPERTY LINE COORDINATION 42 CD-023 R1 - WATERMAIN & DUCTBANK PENETRATIONS 41 SI-046 - ID COORDINATION 40 SI-045 - GENERATOR SHAFT 39 SI-044 - DOOR SCHEDULE COORDINATION 38 CD-023 - WATERMAIN & DUCTBANK PENETRATIONS 37 CD-022 - LIGHT DETAILS 36 SI-041 - UG SLAB EDGE COORDINATION 35 SI-039 - CANOPY & METAL TENDER COORDINATION 34 CD-021 - GAS REGULATOR STATION RELOCATION 33 SI-037 - ELEVATOR RELATED COORDINATION 32 SI-035 - CURTAIN WALL L10-12 COORDINATION 31 REISSUED FOR BUILDING PERMIT 30 SI-034 - CIVIL & FHC COORDINATION 29 SI-033 - DOOR SCHEDULE COORDINATION 28 SI-032 - PEC 7 COUNTERWEIGHT FOOTPRINT 27 SI-030 - FM GLOBAL 26 SI-029 R2 - CURTAIN WALL COORDINATION No. Issue / Description

2020/08/25 2020/08/10 2020/07/31 2020/07/28 2020/07/21

As a Job Captain my role in this project was to take on full CA responsibilities including, but not limited to, the review of: Shop Drawings, RFIs, SIs, CCOs, CDs, Field reviews, OAC meeting/coordination, and BIM lead.

DEVELOPMENT MANAGER Westbank 203, 14 Duncan Street, Toronto, ON M5H 3G8 main 416.583.5888 x 8888 mobile 416.837.0837 westbankcorp.com

CONSTRUCTION MANAGER EllisDon Corporation

2020/07/10 2020/07/10 2020/07/08 2020/07/03 2020/06/29 2020/06/18 2020/06/16 2020/06/10 2020/05/27 2020/05/15 2020/03/26 2020/03/30 2020/03/23 2020/03/09 2020/03/13 2020/02/21 2020/03/02 Date

Architect of Record:

www.ellisdon.com

Project Title:

19 DUNCAN STREET Address

TORONTO, ONTARIO

COVER AND CONTACT SHEET

Physical Model

2020-10-15 - CD 026 - STORM PIPE INVERT COORDINATION Rendering: Adelaide St. W

5

Project number: 1438 Scale: Sheet Start Date: 2018/06/22 NE Drawn by: Revision:

Drawing No.:

A000


MATERIAL LEGEND ANODIZED ALUMINUM MULLION

General Notes:

AM2

ANODIZED ALUMINUM MULLION W/ FIN CAP EXTRUSION

1.

CSG

CAPLESS SILICONE GLAZING IRON WORK: HORIZONTAL SCREEN + ENTRY GATE

MC

PRE-FINISHED METAL COPING

ML1

METAL LOUVRE: LIGHT

Rendering Plan: B2 Tower Roof Amenity

ML2

METAL LOUVRE: DARK

MP1

METAL PANEL: LIGHT

MP2

METAL PANEL: DARK

MP3

METAL PANEL: MEDIUM GREY

MP4

METAL PANEL: WOOD GRAIN FINISH

MS

METAL SCREEN

PC1

PRECAST CONCRETE: ACID ETCHED W/ HORIZONTAL STONE PATTERN REVEAL (LIGHT)

PC2

PRECAST CONCRETE: ACID ETCHED W/ HORIZONTAL STONE PATTERN REVEAL (MED GREY)

PC3

PRECAST CONCRETE: ACID ETCHED W/ ARCHITECTURAL VERTICAL FEATURE REVEALS

SG1

SG1

SG1

SPANDREL PANEL: LIGHT

VG1

VG1

SG2

SPANDREL PANEL: DARK

SG3

SPANDREL PANEL: MEDIUM GREY

SG4

SPANDREL PANEL: SHADOW BOX

VG1

VISION GLASS: CLEAR - HYBRID

VG2

VISION GLASS 2 (TINTED - HYBRID)

VG4

VISION GLASS 4 (ACID ETCHED)

VG5

VISION GLASS 5 (LOW-REFLECTANCE - RETAIL)

WD

WOOD FINISH

WD2

WOOD FINISH SOFFIT

PC1

3.

MS

PARK SG1

207.46

2.

PROPERTY LINE

IW

PROPERTY LINE

Rendering: B2 Tower Roof Amenity

AM1

VG1

MS

VG2

SG2

B2-Top of Roof

255.67

B2-Roof Plan

253.67

B2-Mech. PH

247.67

B2-Level 32

243.97

B2-Level 31

241.05

B2-Level 30

238.14

B2-Level 29

235.22

B2-Level 28

232.31

B2-Level 27

229.39

B2-Level 26

226.48

B2-Level 25

223.56

B2-Level 24

220.35

B2-Level 23

217.43

B2-Level 22

214.52

B2-Level 21

211.60

B2-Level 20

208.69

B2-Level 19

205.77

B2-Level 18

202.86

B2-Level 17

199.94

B2-Level 16

197.03

B2-Level 15

193.81

B2-Level 14

190.90

B2-Level 13

187.98

B2-Level 12

185.07

B2-Level 11

182.15

B2-Level 10

179.24

B2-Level 09

176.32

B2-Pool

172.67

B2-Level 08

171.47

B2-Level 07

166.62

B2-Level 06

163.72

B2-Level 05

160.82

B2-Level 04

157.92

B2-Level 03

155.02

B2-Level 02

151.67

These Contract Documents are the property of the Architect. The Architect bears no responsibility for the interpretations of these documents by the contractor. Upon written application the Architect will provide written/graphic clarification or supplementary information regarding the intent of the Contract Documents. The Architect will review Shop Drawings submitted by the Contractor for design conformance only. Drawings are not to be scaled for construction. Contractor to verify all existing conditions and dimensions required to perform the Work and report any discrepancies with the Contract Documents to the Architect before commencing work. Positions of exposed or finished mechanical or electrical devices, fittings, and fixtures are indicated on the Architectural drawings. The locations shown on the Architectural drawings govern over the Mechanical and Electrical drawings. Those items not clearly located will be located as directed by the Architect.

North

B2

D

KEY PLAN

D-Roof

SG2 PC1 201.46

D-Level 17 Mech

197.76

D-Level 16

194.84

D-Level 15

191.93

D-Level 14

189.01

D-Level 13

186.10

D-Level 12

VG1

D-Level 11

180.27

D-Level 10

177.35

D-Level 09

VG1

D-Level 08

171.52

D-Level 07

53885

174.44

166.67

D-Level 06

163.76

D-Level 05

160.84

D-Level 04

157.93

D-Level 03

154.56

D-Level 02

151.55

D-Level TH 02

148.00

D-Level TH 01

SG1

SG1

VG1

CSG

VG1 SG1

VG5 VG1

RETAIL CANOPY

SG3

SG4

PC1

VG3

MP1

ML2 Established Grade

PC1

D-Level 01

SG4 VG5 CSG

PC1 PC2

RETAIL ENTRANCE

MP

CSG

SG2 SG3

PC3

RETAIL CANOPY

ESTABLISHED GRADE AS PER BY-LAW NO. 342-2011(OMB)

THE DONWAY WEST

RETAIL CANOPY = 72% COVERAGE

MP4 VG5

MUTED REFLECTION TO BE PROVIDED BY GLASS WITH LOW REFLECTANCE PERCENTAGE AS PER TORONTO GREEN STANDARD INSET GLAZING BELOW BALCONY SLAB OR STRUCTURE FRITTED OR ACID ETCHED GLASS SPANDREL GLASS / PRECAST PANEL (SEE MATERIAL LEGEND)

CSG

AM2

RESIDENTIAL ENTRANCE (CANOPY UNDER DESIGN DEVELOPMENT)

SG1

VG5

RETAIL ENT SG2

CSG

PC1 SG3

RETAIL ENTRANCE

RETAIL CANOPY = 83% COVERAGE

AM2 ML2 VG5

RETAIL SG4 CANOPY

AM2

RETAIL ENTRANCE

SG4

CSG

RETAIL ENTRANCE RETAIL CANOPY

SG4

RESIDENTIAL ENTRANCE

RESIDENTIAL ENTRANCE

SG4

PC3

MP4

VG5 CSG AM2

RESIDENTIAL CANOPY RETAIL CANOPY = 72% COVERAGE

6

B2-Pet Spa Mezz

146.22

B2-Lobby

144.00

RETAIL ENTRANCE

RETAIL PARKING ENTRANCE

SG4 VG5

Project Title:

147.57

Rodeo Drive Condominiums/Don Mills Centre - Phase 2/Parcel 2 Building 'B2'+'D' Address

49 The Donway West, Toronto Ontario, MC3 3M9

Overall East Elevation

CSG AM2 RETAIL CANOPY

ESTABLISHED GRADE AS PER BY-LAW NO. 342-2011(OMB)

RETAIL CANOPY = 69% COVERAGE

ROAD

EXIT DOOR

Architect of Record:

SG2

ML1

VG3

Established Grade 147.00

PC1

12M AS PER BIRD FRIENDLY GUIDELINES

MP1

147.57

PC1

VG1

December 28-2018 July 31-2017 May 23-2017 Date

SG2 VG5

PC1

3 Issued for SPA 2 Issued for City Comments 1 Issued for SPA Rev. Issue / Description

VG1

4M ABOVE LANDSCAPE FEATURE AS PER BIRD FRIENDLY GUIDELINES

VG1

ML1

PROPERTY LINE

183.18

100095

VG2

Project number: Scale:

1604 / 1627 As indicated


RODEO DRIVE Toronto, Ontario Client: Lanterra Developments Size: 57,237 m2 | 616,093 ft2 Completion: Under Construction Inspired by California culture, Rodeo Drive Condominiums brings forth luxury life-style design to Toronto’s Shops at Don Mills. Simple, yet complex, for its interconnected two-tower program of residential units, amenities, retail, park space, and underground parking, this project is a respresentation for the ever growing Toronto populous. As a Job Captain my role in this project was to coordinate full SPA and 100% CD sets, within the context of coordinating all staff and consultant members. In addition, I took on BIM lead in creating all project setup, standards, templates, and families.

Exterior Rendering: B2 Tower

7


M

L

1

2180

K

9700

J

1

9000

9000

LG

12000 2180

KF

9700 9000

JE

9000 9000

HD

9000 9700

C

G

2180 12000

F

9000

E

9000

D

9700

C

2180

A5-071

1

A5-070

A5-070

4100

1 A5-069

A5-072

1

A5-068

4100

A5-072

1

1

A5-068

1

A5-067

A5-067 4100

1

N 5120

N 4614

B 5120

5853

A 10000

B 5853

A 10000

82.800

AVG. TRAIN TRACK LEVEL

88.515

LEVEL N3

83.150

LEVEL N2

82.800

AVG. TRAIN TRACK LEVEL

Rendering: CIBC Square (81 Bay St. & 141 Bay St.)

1850 3850 6000

4270

315.300

45 Bay-56

311.200

45 Bay-55

307.100

45 Bay-54

303.000

45 Bay-53

298.900

45 Bay-52

294.800

45 Bay-51

290.700

45 Bay-50

287.800

45 Bay-49

282.500

45 Bay-48

278.400

45 Bay-47

274.300

45 Bay-46

270.200

45 Bay-45

266.100

45 Bay-44

262.000

45 Bay-43

257.900

45 Bay-42

253.800

45 Bay-41

249.700

45 Bay-40

245.600

45 Bay-39

241.500

45 Bay-38

237.400

45 Bay-37

233.300

45 Bay-36

229.200

45 Bay-35

225.100

45 Bay-34

221.000

45 Bay-33

216.900

45 Bay-32

212.800

45 Bay-31

208.700

45 Bay-30

204.600

45 Bay-29

200.500

45 Bay-28

196.400

45 Bay-27

192.300

45 Bay-26

188.200

45 Bay-25

184.100

45 Bay-24

180.000

45 Bay-23

175.900

45 Bay-22

171.800

45 Bay-21

167.700

45 Bay-20

163.600

45 Bay-19

159.500

45 Bay-18

155.400

45 Bay-17

151.300

45 Bay-16

147.200

45 Bay-15

143.100

45 Bay-14

139.000

45 Bay-12

134.900

45 Bay-11

130.800

45 Bay-10

126.700

45 Bay-09

122.600

45 Bay-08

118.500

45 Bay-07

113.000

45 Bay-06

107.500

45 Bay-05

102.000

ROOF NORTH PORTAL 45 Bay-04

98.150 96.300

45 Bay-03

90.300

45 Bay-02

84.150

6150

LEVEL N2

LEVEL N4

45 Bay-TOP OF TOWER

6650

LEVEL N3

83.150

93.880

3000 3000 4500

88.515

ROOF NORTH PORTAL

5365

LEVEL N4

98.150

350 5365

93.880

5365

ROOF NORTH PORTAL

350 5365

98.150

4270

5500

5500

5500

4100

4614

V

4100

V

4100

4100

4100

1

4100

4100

4100

4100

4100

4100

4100

4100

4100

4100

1 A5-069

4100

4100

4100

4100

4100

4100

4100

4100

4100

4100

4100

4100

4100

4100

4100

4100

1

4100

4100

4100

4100

4100

4100

5300

2900 4100

4100

4100

4100

4100

4100

A5-071

H M

8

45 Bay-01

77.500

45 Bay-P1

73.000

45 Bay-P2

70.000

45 Bay-P3

67.000


CIBC SQUARE Toronto, Ontario Client: Ivanhoé Cambridge & Hines Size: 148,640 m2 | 1,600,000 ft2 Completion: Phase I (2020), Phase II (2023) A new design jewel in Toronto’s financial district and transport hub, CIBC Square is a major mixed-use development in collaboration with WilkinsonEyre and Adamson Associates. This two phase masterplan provides two 250m high-rise towers linked together by a high level sky park over the city’s rail corridor. The first phase, 81 Bay Street, comprises a 54-storey tower and podium hosting an array of amenity progromming for retail, restaurants, conference facilities, and a new bus terminal. In addition, the second phase will follow with 141 Bay Street, which will mimic its first sibling. Distinguish by its diamond pattern facade, the project brings a fresh design to its surrounding context in scale and modulation.

Rendering: 81 Bay St. Entrance

As a Intern Architect my role in this project was to assist my team in completing 100% CD set. I was responsible for assisting my Senior Associate in shell and core details.

Rendering: 81 Bay St. Sky Park

9


Current Construction: 81 Bay St.

10


H

8

J

K

9000

L

9000

9700

5 ____

4 ____

A7-124

175.900

175.900

800

45 Bay-23

800

45 Bay-23 SPANDREL

A7-124

KEY PLAN VISION GLASS

YONGE STREET

T FRONT STREE

4100

141 BAY

3300

3300

4100

N

WEST TERRACE

171.800

45 Bay-22

171.800

45 BAY

LAK

800

800

45 Bay-22 SPANDREL

BAY STREET

CW-02

ORE ESH

BLV

D

4100

4100

VISION GLASS

3 A7-129.2

3300

3300

3 A7-129.2

2 A7-128.1 45 Bay-21

167.700

45 Bay-20

163.600

45 Bay-19

159.500

800

167.700

800

45 Bay-21 SPANDREL

CW-02

4100

3300

CW-02

3300

4100

VISION GLASS

1 45 Bay-20

163.600

45 Bay-19

159.500

800

SPANDREL

800

A7-128.1

4100 3300

02 01 00

800

SPANDREL

800

3300

4100

VISION GLASS

100% CD SUBMISSION 01-MAR-2016 100% CD SUBMISSION FOR REVIEW 01-FEB-2016 50% CD SUBMISSION 01-AUG-2015

NO.

VISION GLASS

ISSUED

DATE

REVISIONS DRAWING STATUS

5

SECTION AT MAXIMUM POSITIVE NODE

3

A7-124 1 : 50

PARTIAL EAST ELEVATION

Discrepancies must be reported immediately to the Architect before proceeding. Only figured dimensons are to be used. Contractors must check all dimensions on site. This drawing is protected by copyright.

A5-063 A7-124 1 : 50

ALL DIMENSIONS ARE SHOWN IN METRIC.

H

8

J

K

9000

9000

Suite 500, 144 Front Street West Toronto, Ontario M5J 2L7 Canada Tel: 416-997-5335 Fax: 416-997-1427

3

A7-124

1230

A7-133

ENGINEERING CONSULTANTS:

9700

5 ____

1

SPANDREL

L

SIM

A7-133

44 Mobile Drive Toronto, Ontario, M5A 2P2, Canada Tel: 416-751-2520 Fax: 416-751-1430

SIM

8 171.800

285 Yorkland Blvd. Willowdale, Ontario, M5J 1S5, Canada Tel: 416-499-8000 Fax: 416-499-7446

800

45 Bay-22

870

VISION GLASS

DESIGN ARCHITECT:

1

CW-02

A7-128.1 4100

1520

1500

1500

1500

1500

1500

1500

1500

1500

3300

CW-02

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

33 Bowling Green Lane, London EC 1R 0BJ Tel: +44 (0)20 7608 7900 www.wilkinsoneyre.com ARCHITECT OF RECORD:

1520

3 A7-124

401 Wellington Street West, 3rd Floor Toronto, Ontario, M5V 1E7, Canada Tel: 416-967-1500 Fax: 416-967-7150

SPANDREL VISION GLASS

167.700

2

800

45 Bay-21

PARTIAL FLOOR PLAN LEVEL 23

STAMP

A2-123 1 : 50

5 A7-128.1

J

4100

H

K

9000

3300

CW-02

L

9000

9700

____

DRAWING TITLE

4

A7-124

SPANDREL

5 ____

1 A7-133

163.600

A7-124

SIM

800

45 Bay-20

1230

VISION GLASS

3 A7-133

SIM

870

8

45 BAY - TOWER PARTIAL PLANS, ELEVATIONS & SECTIONS - CW-02

CW-02 1520

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1520

DRAWN

CHECKED

SCALE

DATE

1 : 50 3 A7-124

PROJECT NO.

DRAWING NO.

4

SECTION AT ZERO PLANE NODE A7-124 1 : 50

1

04/01/15

1356-00 REVISION NO.

A7-124 02

PARTIAL FLOOR PLAN LEVEL 21 A2-121 1 : 50

11


14 DUNCAN STREET TORONTO, ON M5H 3G8 TEL (416) 591 8999

FAX (416) 591 9087

7071 BAYERS ROAD, SUITE 5007 HALIFAX, NOVA SCOTIA, B3L 2C2 TEL (902) 422 4587

CC

S

150 TRUMBUL STREET, 3RD FLOOR HARTFORD, CT 06103 USA TEL

FF

Maricor 77 Vaughan Harvey Blvd, Suite 200 Moncton, NB E1C 0K2 Bus: (506) 857-8880 Fax: (506) 859-8393 www.mcw.com

T

200 UNIVERSITY AVENUE, 7th FLOOR TORONTO, ON M5H 3C6 TEL (416) 477 5832

U

V

2 BLOOR STREET EAST, SUITE 2100 TORONTO, ON M4W 1A8 TEL (416) 920-5100

W

FAX (416) 922-8768

77 ROONEY CRESCENT MONCTON, NB E1E 4M4 TEL (506) 858 7180

FAX (506) 858 0742

X

Y

Z

AA

BB

GG

HH

1

No.

Revision 1

Date 1

Description

Date

CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY OMISSIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS THE DRAWING AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE PROPERTY OF MADISON SQUARE GARDEN, L.P. AND CONTAIN CONFIDENTIAL AND PROPRIETARY INFORMATION. UNDER NO CIRCUMSTANCES SHALL THERE BE ANY UNAUTHORIZED REPRODUCTION, DISTRIBUTION OR DISSEMINATION, IN ANY FORM.

Keyplan:

WARNING: It is a violation of the law Drawn: for any person, unless acting under the direction of a licensed architect, to Author alter this item/document in any way. Checked:

Checker Date initiated:

28-MAY-2014

Exterior Rendering LEVEL 1 Scale:

1 : 200 Project No.

1402

C Brisbin Brook Beynon, Architects, 2009 O C SCI Architect, P.C., 2009 O Sheet. No.

A-200

12/08/2014 9:06:39 AM

Sheet Name:

Plaza - Exterior Entrance

12


MONCTON CENTRAL SPORTS & ENTERTAINMENT CENTRE Moncton, Halifax Client: Moncton Coliseum Complex Size: 11,612 m2 | 125,000 ft2 Completion: 2014 Design Competition At BBB Architects the main project I was involved in the Moncton Central Sports & Entertainment Centre, a stadium competition and master plan project. Using Revit Architecture our team focused on preliminary design and schematic design where I was responsible for designing and producing architectural illustration, diagrams, and final renderings for client presentations.

Site Plan

84

13


Typical Suite 14 DUNCAN STREET TORONTO, ON M5H 3G8

1

2

1

3

6

A-401

R5

R4

R3

R6

Y

7

R7

TEL (416) 591 8999

8

7071 BAYERS ROAD, SUITE 5007 HALIFAX, NOVA SCOTIA, B3L 2C2

SERVICE RM

TEL (902) 422 4587

KITCHEN

WOMENS WR

RESTAURANT BAR

BB MENS WR

150 TRUMBUL STREET, 3RD FLOOR HARTFORD, CT 06103 USA

JAN.

B

FAX (416) 591 9087

R8

A1

TEL

R9 ELEC

AA

ELEC

AA

R2

Maricor

GROUP SALES

77 Vaughan Harvey Blvd, Suite 200 Moncton, NB E1C 0K2 Bus: (506) 857-8880 Fax: (506) 859-8393 www.mcw.com

GROUP SALES

200 UNIVERSITY AVENUE, 7th FLOOR TORONTO, ON M5H 3C6

SUITE 12

SUITE 1

TEL (416) 477 5832

VIP BALCONY

C

R10

SUITE 13

SUITE 2

R1

2 BLOOR STREET EAST, SUITE 2100 TORONTO, ON M4W 1A8

SUITE 3

TEL (416) 920-5100

SUITE 14

FAX (416) 922-8768

MENS WR SUITE 15

SUITE 4

77 ROONEY CRESCENT MONCTON, NB E1E 4M4

WOMENS WR

D

TEL (506) 858 7180

FAX (506) 858 0742

4

1

SUITE 5

6

A-700

SUITE 16 A-700

3

5 SUITE 17

SUITE 6 DN

2

E

A-401

2

SUITE 7

X A-301

1

MEDIA

A-402

CLUB SEATING SHOWN HATCHED

2

A-402

X

F SUITE 8

SUITE 18

SUITE 9

SUITE 19

G SUITE 10

SUITE 20

SUITE 21

SUITE 11

H

R11

R20 HC SEATING

HC PLATFORM

No.

J

SERVICE

HOSPITALITY ROOM

A/V ROOM

R19 WOMENS WR

MENS WR

Date

DO NOT SCALE THE DRAWINGS THE DRAWING AND INFORMATION CONTAINED IN THIS DOCUMENT ARE THE PROPERTY OF MADISON SQUARE GARDEN, L.P. AND CONTAIN CONFIDENTIAL AND PROPRIETARY INFORMATION. UNDER NO CIRCUMSTANCES SHALL THERE BE ANY UNAUTHORIZED REPRODUCTION, DISTRIBUTION OR DISSEMINATION, IN ANY FORM.

R12 MENS WR

Description

CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND REPORT ANY OMISSIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

SERVICE

GROUP SALES WOMENS WR

WILL CALL 110 SF STAFF LOCKERS

W/R 180 SF

RECEPTION 310 SF

BB ELECTRICAL ROOM

W/R 180 SF

MECHANICAL ROOM

L

R18

CONFERECE ROOM 360 SF

PRINTER KITCHEN 40 SF 190 SF

UP UP SERVER ROOM 70 SF FILE STORAGE 190 SF

ADMIN OFFICES 5150 SF

PANTRY 1190 SF

Keyplan:

MANAGER MANAGER MANAGER MANAGER MANAGER OFFICE OFFICE OFFICE OFFICE OFFICE 180 SF 180 SF 180 SF 180 SF 230 SF

R13

WARNING: It is a violation of the law Drawn: for any person, unless acting under the direction of a licensed architect, to Author alter this item/document in any way. Checked:

Checker Date initiated:

M R16

4

R15

R14

Sheet Name:

LEVEL 2 AND MEZZ.

4 A-301

1

Level 2 1 : 200

Scale:

1 : 200 Project No.

1402

C Brisbin Brook Beynon, Architects, 2009 O C SCI Architect, P.C., 2009 O Sheet. No.

A-201

12/08/2014 9:07:03 AM

R17

88

14


VIP Mezzanine Y 1

2

6763

1

3

9000

A-401

26800

6

33400

R5

R4

R3 30756

R6

1200

7

6764

R7

8

7300

R8

A1 +/- 0

11500

RETAIL 3750 SF

VESTIBULE 1070 SF

RETAIL 3760 SF

BRICK

BB FAM. WR 90 SF

FUTURE COMMERCIAL OFFICE/RETAIL BUILDING

R2

STAIR A

P.C.

P.C.

AA

R9

STAIR B

CONCRETE PAVERS

ELEC WOMENS WR 510 SF

MENS WR 480 SF

CONCESSION 600 SF

UP

SUITE/VIP ENTRANCE

SUITE ENTRY 390 SF

CONCESSION 600 SF

FAMILY WR 110 SF

STOR

WOMENS WASHROOM 650 SF

4793

MENS WR 610 SF

BRICK

R10

7402

CONCOURSE

R1

C

FAM. WR 100 SF

ELEC

21168

34101

B

CONCRETE PAVERS

LOBBY 860 SF

11288

P.C.

4420

TICKETING 550 SF

4420

SUITE/VIP DROP-OFF

OFFICE

D WOMENS WR 690 SF 10300

MENS WR 510 SF

P.C.

CONCOURSE 43040 SF

POTENTIAL LOCATION OF TEMPORARY E NHL-SIZE ICE SURFACE

10300

EQ

E

X

CONCESSION 720 SF

2 A-402

1

CONCESSION 710 SF

A-402

2 EQ

A-301

P.C.

F

PRE-FUNCTION SPACE 6050 SF

10300

P.C.

CONCOURSE

-500

MENS WR 510 SF

WOMEN WR 700 SF

G

FUNCTION SPACE B 2120 SF

BASKETBALL DRESSING ROOM

18.00°

FIRST AID 230 SF 9.00°

WR

R11

WR

GREEN ROOM 920 SF

UP

FUNCTION SPACE A 6760 SF

CONCESSION 540 SF

RAMP DN 1:12

18.0 0°

DN RAMP 1:12

9132

FAMILY WR JANITOR 100 SF 110 SF

0° 18.0

R20

4793

18.00°

WOMENS WR 530 SF

CONCESSION 550 SF

H

4420

9.00°

11288

4420

FUNCTION SPACE C 2510 SF

STORAGE 130 SF

J

WR OFFICIALS OFFICIALS

SKATE SHARPENING 120 SF EQUIP. MANAGER 120 SF

R19 WHIRLPOOL 110 SF

-400

27425

HOCKEY DRESSING ROOM Option Conflict SF

PLAYER LOUNGE 400 SF

10790

OFFICE 180 SF

M

OFFICE 170 SF

OFFICE 170 SF

OFFICE 120 SF VISITING TEAM DRESSING ROOM 610 SF

OPS STORAGE 2960 SF

GARBAGE / RECYCLING 460 SF

LAUNDRY

SECURITY

VIDEO/MEETING ROOM 250 SF

R16

2 A-401

4

15

SERVICE CORRIDOR 850 SF

4

DRESSING ROOM 4 670 SF

R14

R15

WARMING PANTRY 1110 SF

STAIR C

DRESSING ROOM 2 730 SF

DRESSING ROOM 3 720 SF

6258

ICE PLANT 1210 SF

A-301

89

DRESSING ROOM 1 740 SF

OFFICE 170 SF

R17

R12 RAMP DN 1:12

ZAMBONI

CLINIC 480 SF

STAFF CHANGING 250 SF PLAYER CHANGING 360 SF

E

PROMO 80 SF

KITCHEN F&B STORAGE

RAMP UP

SAUNA 90 SF

R18

L

CATERING 550 SF

MANAGER OFFICE

EQUIP. ROOM 1000 SF CLINIC STORAGE 110 SF

R13

LIQUOR STORAGE 170 SF

STORAG 840 SF


Exterior Rendering

16


St. THOMAS CONSOLIDATED COURTHOUSE St. Thmoas, Ontario Client: Access Justice St. Thomas + Infrastructure Ontario Size: 16,075 m2 | 173,000 ft2 Completion: 2012 Design Proposal Constructed within a residential neighborhood in St. Thomas Ontario, 1853, the St. Thomas (Elgin County) Courthouse is a provincially designated heritage building. With respect to project’s premise of being a preservation and expansion project, the design proposal was focused on three tasks: preserving and restoring the Elgin County Courthouse and the former Land Registry Office, as well as providing a significant but subtle architectural addition. Having an established arrangement of a tripartite portico entry, the new addition anchors the existing building’s backdrop with its symmetrical extension to the east and west. Within the design of the building, a three storey atrium space was created to act as a spatial separation between the existing building and new addition. During this portion of the project I was given the opportunity to work on the interior design of the atrium space and public corridors, specifically materials arrangement, application, scale, order, and colour renderings for final presentation.

Interior Atrium

17


Central Atrium (Courtesy of Norm Li)

Atrium

Public Corridors (Courtesy of Norm Li)

18

64


Interior Atrium Space (South Face) 16

17

19

27

GL 1 Sandblasted Glass·6mm, Tempered, Sandblasted·Sidelights · 16 GL 2 Safety Glass · 12mm Laminated and Guard rails · 17 MET 1 Metal Trims · Interior Metal Accents and Transitional Strips · 19 WD1 Wood Veneer Panels · Rift Cut Red Oak · 27 GBP Gypsum Board Painted · Paint · Interior Walls · 28

28

Public Corridors 16

17

20

25

GL 1 Sandblasted Glass·6mm, Tempered, Sandblasted · Sidelights · 16 GL 2 Safety Glass · 12mm Laminated and Guard rails · 17 STN 1 Limestone 300x600, White Sands, Honed · Public Circulation Wall and Column Finish · 20 TEX 1 Acoustical Wall Covering · Courtrooms and Public Waiting Areas · 25 MET-2 · Stainless Steel - XL Blend ‘S’ Finish · Elevator Doors · 29

29

65

19


day 1

day 2

day 3

day 4

day 5

day 6

day 7

1.0

2.0

3.0

4.0

5.0

6.0

7.0

1.1

2.1

3.1

4.1

5.1

6.1

7.1

3D Model iterations by Alvaro Quispe | Plan Sketches by Stephen Hancock above

68

20


day 8

Q-SHIP TOWER Qatar, Doha Client: Qatar Navigation Size: 52,900 m2 | 569,410 ft2 Completion: 2012 Design Competition The Q-Ship Tower was a unique proposal in that it had to be completed and submitted within 7 days. With the premise that the tower would be made for Qatar Navigation Company, opportunity had risen to create a distinguished landmark that would utilize its immediate surroundings. Fluid forms were the inspiration for the design of the building, including, billowing sails, water motion, and sand dunes. In addition, the outer skin design obtains a cultural appearance of a cloak wrapping around the building. Within this short scheduled proposal, I was given opportunity to work directly with Associate Principal, Stephen Hancock, who led the design and team of the Q-Ship Tower. I was given the responsibility for all model tasks including, massing, concept iterations, detailed facade designs, and final elevation renderings for presentation.

Rendering Courtesy of Q-Studio

69

21


3.0 residential facade system

2.0 facade pattern

Exploded Axonometric View by Alvaro Quispe

1.0 podium facade system

22

70

Sketches by Steve Hancock


Elevation renderings by Alvaro Quispe N

W

E

71

23

S


QUISPE | PORTFOLIO ALVARO F. QUISPE || ARCHITECT

ALVARO

M.Arch | 416.878.7189 | quispe.c.alvaro@gmail.com

www.linkedin.com/in/aquispe


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