design portfolio
k iana m ozayyan.
CO N N TE TS ACADEMIC WORK 01 07
Found In Translation Graduate Thesis
OPCIV Community Museum
Design Studio 5
13
Arts Bridge
19
Playscape Public Pools
23
Pareidolia Series
Design Studio 4
Design Studio 2
Design Studio 6
29
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25
PR O
RK
W O
F O U N D I N T R A N S L AT I O N Graduate Thesis, Winter 2017 Advisor: John Shnier
With designers utilizing traditional forms as branding tools, vernacular architecture has turned into a loaded and restrictive concept when in fact it is the manifestation of a region’s ever-changing needs, restrictions, and innovations — a form of collective visual memory materialized through architectural characteristics. Through the medium of miniatures, this thesis explores de-familiarizing Islamic architectural elements and re-purposing them in a non-biased and non-restrictive format, reducing them to their essence and lifting obsolete burdens imposed by tools and materials. The goal is to generate an architectural language that respects the integrity of precedents while transliterating vernacular concepts collectively perceived as “Islamic.”
1
In a series of formal investigations, this thesis takes traditional Islamic patterns, and allows them to be cross influenced with other narratives and aspects of the vernacular. This is done through a series of miniatures that represent certain stories and narratives about the contemporary Persian garden. A typology that while having adapted to our lifestyle, has kept its essential qualities and elements: the pavilion, the solid perimeter wall, a water fountain or reservoir, and rows of fruit trees and flowers, while always being regarded as a place of rest and refuge. New layouts and arrangements of the garden characterizes a “collective visual memory� of the time of its construction.
2
Garden of No-Placeness Out of town Gardens today have become a place of refuge from the existing social oppressions, acting as oases of freedom.
3
The Pavilion Created through evolving the patterns surrounding it in the large drawing, the forms challenge facettedness of 3D Islamic geometry.
4
The Fountain of Life The traditional central water reservoirs are replaced by indoors swimming pools. The wall pattern here replaces lines and corners with intersecting curves.
5
The Observable Fortress Solid perimeter walls are replaced by perforated ones that maintain a visual connection to the outside while limiting access.
6
OPCIV COMMUNITY MUSEUM Design Studio 5, Fall 2015 Advisor: James MacGillivray
Agreeing with Venturi’s idea that “Less is a bore”, this project applies “Optical Architecture” (defined in relation to the “Op Art” of the 60s, optics and optical illusions) to the civic space of a museum located South of Christy Pits in Bickford park. It studies specific effects that occur in the subject’s retina, optic chiasm, and visual cortex in conjunction with the vestibular system. A number of optical phenomena are used to help define and alter one’s experience of a civic space, including moiré, propinquity, motion parallax, and enfilade. The museum offers an outdoor sculpture garden and a temporary gallery on the South, with a series of ticketed galleries and exhibition halls accessed through the North entrance on Bloor Street.
7
Temporary Gallery
Administration
Gift shop
Temporary Gallery Events Hall
Reception
Special Gallery
Permanent Gallery
Sitting Area
Permanent Gallery
Hall
Reception Workshop/ Classrooms
Diagrams - Development of patterns used in the facade - Use of the North facade as a picture plane - South Facade formed by the picture planes
8
S pecial G allery As one walks through the room, the overlaid patterns of the walls create a moire’ effect, giving the artwork a sense of flotation.
9
Expl oded Axonometri c Interior Views
(Special Gallery, Main Lobby, Temporary Gallery)
10
S ite P l an
11
Vi e w o f t h e S c u l p t u re G a rd e n Using the principles of propinquity, locations of plinths subtly choreograph the visitors’ speed as they move through the sculpture garden. Mirror plinths convey a sense of flotation and bewilderment.
12
ARTS BRIDGE
Design Studio 4, Winter 2015 Advisor: Steven Fong Collaborator: Bohden Tymchuk
The Arts-Bridge is a community hub and bridge in one; gathering the community through arts, culture, and sports and bridging a major gap in the neighborhood. This connectedness and the nature of the Arts-Bridge as a nexus and catalyst for the redevelopment of the community will help foster urban growth and a successful, sustainable, vibrant neighborhood. With its green roof extrusion from the landscape, Arts-Bridge is stretched to bridge the Allen. The curved form of the building reflects the contours and pattern of streets and landscape surrounding it. The green roof insulates the building in the winter, cools it in the summer, and replaces valuable park spaces that the building would otherwise take up.
13
A xon ometri c Vi ew G rou n d F l oor Plan
14
Exter ior Vi ew Lon g S ection
15
16
I n ter ior Vie w of the Hall
17
M ain En tra nce
18
P L AY S C A P E P U B L I C P O O L S Design Studio 2, Winter 2014 Advisor: Roberto Damiani
Designed around the theme of “water as play�, Playscape Pools attempt to encourage the Fallingbrook community to engage with the waterfront on the south side of the R.C. Harris Water Treatment Plant. The complex offers hot and cold public pools and changing rooms, as wells as floating docks for canoing/kayaking.
19
20
S ite P l an
21
S ection s Looki ng West and South
22
PA R E I D O L I A S E R I E S
Design Studio 6 (Thesis Research), Winter 2016 Advisor: John Shnier
Playing with the concept of pareidolia, this series of drawings builds on images that exist in a viewer’s visual memory, and relies on their impressionistic understanding of form to have their minds instantly translate the essence of the newly developed image into a comprehensive thought from something they have already experienced. While some of the drawings offer a critical commentary on a project, others simply try to be conveyors of discourse through playing with one’s perception of familiar images, patterns and forms.
23
Habitat 67 Drawi ng Affordable Housing or Stacked Designer Shoe boxes?
Diagram
Habitat 67 as Case Study for Terraced Housing
24
TRCA HEADQUARTERS ZAS Architects + Interiors, 2019 JV with Bucholz McEvoy Architects
The new four storey mass timber headquarters for Toronto and Region Conservation Authority provides over 9,000 square meters of adaptive office space and demonstrates TRCA’s commitment to green infrastructure through incorporating strategies and technology for renewable energy, innovative wastewater management and integration with the ravine landscape. There is an emphasis on using wood species native to Ontario for the building’s numerous cladding types, structure, and interior. The building makes a conscious effort to achieve a smaller footprint through all life-cycle phases, with model simulations predicting over 50% reduction in operating emissions, and over 75% reduction in embodied carbon compared to the average Toronto building.
25
STRUCTURAL COLUMNS AND BEAMS LEVEL 2
4200
GARBAGE ENCLOSURE VERTICAL CEDAR CLADDING G-10
CL1
G-10
4200
LONGERM BIKE STORAGE
3
CL1 123B
126
1-118A
A604
G-05 108A ENTRANCE
3500
LEVEL 1 187200
2 A604
2
BLD. ELEV. (EAST)
A401
1
2
A502
A502
1 : 100
23790
B3
B2
B1
B0 REVISIONS: No. Date
Description
67 A1014 A394
7170
SOLAR CHIMNEY
SOLAR CHIMNEY
LEVEL 6
19800
LEVEL 5
15900
LEVEL 4
12000
LOUVRE CL2a
CL2a
CL2a CL2a
CL1
3900
CL3
CL3
16620
WATERFALL RWL AND GUTTER: GALV. HSS OUTRIGGERS AND CONTINUOUS CHANNEL PER STRUCTURAL DRAWINGS
720
C23
CL2a 3900
G-01
G-01
G-01
G-01
G-01 G-19
G-06
G-19
G-19
G-19
G-06
G-19
G-19
G-01
G-01
VERTICAL ALUM. WINDOW SHADES ADJACENT TO VERT. MULLION OF EACH G-01 WINDOW SECURED TO SILL AND HEAD SURROUND
5
LOUVRE 5
G-01
A604
CL1
3900
3900
16620
12730
TRCA.A4.02
CL3
CL2a
5 TRCA.A4.02
4 3
04/18/2019 04/08/2019
2 1
03/15/2019 02/11/2019
ISSUED FOR TENDER ISSUED FOR STRUCTURAL TENDER 90% CONTRACT DOCUMENTS ISSUED FOR BUILDING PERMIT
No.
Date
Description
G-01
G-01
G-01
G-01
CL2a
G-01
G-01
G-01 G-19
G-06
G-01
G-01
3900
3900
G-01
G-06
19800
CL2a G-01
ISSUES:
CL2a
3900
G-01
G-01
G-01
G-01 G-19
G-06
PROJECT NAME:
TRCA ADMINISTRATION OFFICE
G-01 G-19
8100
LEVEL 3
CL3
G-19
G-19
G-08
G-06
G-01
G-01
3900
15900
CL3
5 SHOREHAM DRIVE, TORONTO, ON M3H 2M5
G-06
WOOD CLADDING SOFFITS
4200
LEVEL 2
G-04
G-04
G-04
G-20
G-09
G-20
G-20
G-20
G-20
G-20
G-20
G-20
G-20
CL1
TORONTO AND REGION CONSERVATION AUTHORITY
4200
4200
G-04
CLIENT:
CHAIN RAIN WATER LEADERS
CHAIN RAIN WATER LEADERS
100A
STRUCTURAL COLUMNS
CONSULTANT:
MAIN ENTRANCE
LEVEL 1 187200
UPPER MOUNTPLEASANT AVENUE DUBLIN 6 I IRELAND T + 353 1 4 96 63 40 F + 353 1 4 96 63 41
3500
3500
DISCLAIMER: UNIT C MOUNTPLEASANT BUSINESS CENTRE
67 A1014 A394
13C
12C
11C
10C
9C
LEVEL 00
8C
7C
5C
2
1
A604
2
A502
A502
ALL DRAWINGS AND SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF ZAS AND MUST BE RETURNED UPON REQUEST. USE THE LATEST REVISED
BLD. ELEV. (NORTH)
A401
C12
1
CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE CONSULTANT PRIOR TO COMMENCING CONSTRUCTION.
4C
2
A503
SOLAR CHIMNEY
6C
-3500
DRAWINGS 517 Wellington ONLY. St. W., Suite 404 Toronto, Ontario
1 : 100
SOLAR CHIMNEY
NORTH & EAST ELEVATIONS
DO NOT SCALE DRAWINGS.
LOUVRE LOUVRE
ELEMENT LEGEND
SEAL
CL1
VERTICAL CEDAR SIDING
TOR = TOP OF ROOF MEMBRANE AT HIGHEST POINT (ROOF HEIGHT VARIES
CL2
HORIZONTAL CEDAR SIDING a - NARROW b - WIDE
LEVEL 01 = 187.200M
CEDAR SHINGLES
METRE HEIGHTS GIVEN RELATIVE TO LEVEL 01
CL3
T 416.979.9834
www.zasa.com Canada M5V 1G1 REPRODUCTIONS OF DRAWINGS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS JOB CAPTAIN: WITHOUT ZAS'S PROJ.WRITTEN MANAGER: FORBIDDEN PERMISSION. DRAWINGS TO BE READ IN SHEET TITLE: CONJUNCTION WITH SPECIFICATIONS.
ALL FENESTRATION INCLUDING THE GLASS GUARDS ON THE ROOF TERRACE TO HAVE PATTERNS AND TREATMENT TO REDUCE BIRD COLLISIONS - “6MM CERAMIC FRIT DOTS 50MM ON CENTER”
C16
CL2a
SOLAR CHIMNEY
C19
UPDATED FOR SPA APPLICATION - FORMERLY ISSUED AS A6.201 ON 07/13/18 C24 UPDATED FOR SPA APPLICATION
LOUVRE
CL3
16620
CL2a
CL2a
07/27/18
-
07/30/18
A
LOUVRE
6
CL2a
SOLAR PANELS
CL3
ON SHEET SIZE ANSI - E (864 X 1118mm)
A
16620
VERTICAL ALUM. WINDOW SHADES ADJACENT TO VERT. MULLION OF EACH G-01 WINDOW SECURED TO SILL AND HEAD SURROUND
A653
1 : 100
C24
C12
SOLAR CHIMNEY
SCALE:
KEY PLANS:
19373
19695
C16
ESTABLISHED GRADE: THE ELEVATION AS FIXED BY THE MUNICIPALITY OF THE CENTRE LINE OF THE STREET AT THE MID-POINT OF THE FRONT LOT LINE IS 187 010
PROJECT NO.:
17-048
CL2a
A401
720
SHEET NUMBER: LEVEL 5
15900
ZAS ARCHITECTS INC.
2019-04-22 6:50:00 PM 3900
G-01
G-02
G-03
G-03
G-01
G-01
G-01
G-01
G-03
G-01
G-01
G-02
G-01
G-01
G-02
G-01
G-01
G-02
12909
G-02
G-12
G-02
G-12
2018 ©
6 A653
CL2a G-03
3900
G-02
G-03
G-03
G-01
G-03
G-01
G-01
G-01
G-01
CL2a
4
LEVEL 4
12000
LEVEL 3
8100
LEVEL 2
4200
15900
TRCA.A4.01
4
G-03
3900
GROUND FLOOR CANOPY AND RWL PER CASH ALLOWANCE
G-02
G-03
G-03
CL3
CL2a
TRCA.A4.01
G-01
G-03
G-01
G-01
G-01
G-01
CL2a
STRUCTURAL COLUMNS AND BEAMS
GARBAGE ENCLOSURE VERTICAL CEDAR CLADDING G-10
CL1
G-10
4200
LONGERM BIKE STORAGE
3
CL1 123B
126
1-118A
A604
G-05 108A ENTRANCE
3500
LEVEL 1 187200
2 DISCLAIMER:
A604
1A
2A
3A
4A
5A
6A
7A
8A
LOUVRES
SOLAR CHIMNEY
9A
10A
1a
1
A503
A604
1
2
A502
A502
11A
12A
CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE CONSULTANT PRIOR TO COMMENCING CONSTRUCTION.
13A
22700
2
SOLAR CHIMNEY
A401
ALL DRAWINGS AND SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF ZAS AND MUST BE RETURNED UPON REQUEST. USE THE LATEST REVISED DRAWINGS ONLY.
BLD. ELEV. (EAST)
REPRODUCTIONS OF DRAWINGS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT ZAS'S WRITTEN PERMISSION. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATIONS.
1 : 100
LOUVRES
DO NOT SCALE DRAWINGS.
C15 SOLAR CHIMNEY
C11
LOUVRES
SOLAR CHIMNEY
C12
LOUVRES
500
B3
C09
C24
C23
16620
KEY PLANS:
C17
23790
STRUCTURAL GLAZED SKYLIGHT
B2
B1
C19
C08
B0
C04
C03
16620
REVISIONS: No. Date
Description
C26 CL2a
C19
CL2a
67 A1014 A394
CL2a
CW04
G-13
VS
G-12
7170
3900
434 CL2a
CL2a
13200
VS
VS
VS
VS
PV arra
424A
G-13
12730
SOLAR CHIMNEY VS VS
eig t
VS
VS
15900
LEVEL 4
12000
LEVEL 3
8100
LEVEL 2
4200
CW03
SOLAR CHIMNEY VS
LEVEL 5 CL2a CW04
13719
G-13 VS
VS
VS
VS
VS
VS
VS
C01
12730
LEVEL 6
19800
LEVEL 5
15900
CL2a LEVEL 4
12000
424
VS
VS
VS
VS
VS
VS
VS
G-13
VS
VS
VS
VS
G-13
VS
VS
VS
VS
G-13
VS
VS
VS
VS
G-13
CW03
CL3
16620
VS
VS
VS
VS
VS
G-13
VS
WATERFALL RWL AND GUTTER: GALV. HSS OUTRIGGERS AND CONTINUOUS CHANNEL PER STRUCTURAL DRAWINGS
C23
VS
G-13
VS
VS
VS VS
VS
VS
3900
16620
PSG 1 CL2a
3900
VS
VS
BS
VS
PSG 2
PSG CL2a 1
G-01
PSG 2
G-01
PSG 1
G-01
PSG 2
PSG 1
G-01
PSG 2
PSG 1
G-19
VS
G-17
VS
VS
VS
VS
G-13
VS
VS
VS
VS
G-13
VS
VS
VS
PSG 2
VS
PSG 1
G-19
G-06
VS
G-13
VS
VS
G-01
PSG 2
PSG 1
G-01
G-01
PSG 2
PSG 1
G-01
VS
5
LOUVRE 5
G-19
VS
G-13
A604
CL1
TRCA.A4.02
VS
VS
VS
G-13
VS
VS
VS
VS
VS
G-13
VS
3900
PSG 2
PSG 1
G-01
PSG 2
G-01
PSG 1
G-01
PSG 2
PSG 1
G-01
PSG 2
PSG 1
G-19
15900
VS
VS
VS
VS
VS
G-14
G-16 PSG 1
3900
4200
CL1
VS
PSG 2
VS
VS
VS
VS
G-14 PSG 1
PSG G-01 2
VS
VS
VS
PSG 2
PSG 1
G-19
G-06
VS
G-14 PSG 1 G-01
G-01
PSG 2
VS
VS
VS
G-01
PSG 2 CL2a
PSG 1
G-01
G-01
PSG 2
VS
VS
5
VS
G-01
PSG 2
G-19
VS
PSG 1
CL2a
PSG 6
G-19
G-06
VS
PSG 7
VS
VS
VS
VS
VS
G-15 CL3
VS
PSG 7
PSG 6
CL2a
VS
CL2b
CL2a
G-06
G-01
VS
G-06
04/18/2019 04/08/2019
2 1
03/15/2019 02/11/2019
ISSUED FOR TENDER ISSUED FOR STRUCTURAL TENDER 90% CONTRACT DOCUMENTS ISSUED FOR BUILDING PERMIT
No.
Date
Description
PROJECT NAME:
TRCA ADMINISTRATION OFFICE
130F
129E
CL1
G-01 G-19
VS
4 3
ISSUES:
DOWNSPOUT TROUGH LEVEL 3 8100
CL3 VS
VS
VS
PSG 7
G-08
VS
VS VS
G-19
G-01
G-06
VS
G-15
PSG 6
VS
G-01 G-19
VS
G-15
G-14 PSG 1
VS
VS
PSG 4
PSG 1
G-01
G-19
VS
VS
VS
CW03 VS
TRCA.A4.02 PSG 1
VS
PSG 8
VS
PSG 3
VS
G-13
WOOD TRIM VS
VS
VERTICAL ALUM. WINDOW SHADES ADJACENT TO VERT. MULLION OF EACH G-01 WINDOW SECURED TO SILL AND HEAD SURROUND C03 12730 PSG 5 CL3
3900
VS
G-13
CL2a CL2a
CL1
3900
VS
G-17
CL2a
19800
VS
CL2a
G-01
G-01
3900
3900
VS
720
3900
VS BS
CL3
3900
LOUVRE 16620
5 SHOREHAM DRIVE, TORONTO, ON M3H 2M5
LEVEL 1 187200
G-06
WOOD CLADDING SOFFITS
LEVEL 2
4200
G-04
G-04
G-04
G-04
G-20
G-09
G-20
1
A503
A604
G-20
G-20
4200
G-20
G-20
G-20
G-20
G-20
CL1
TORONTO AND REGION CONSERVATION AUTHORITY
100A
STRUCTURAL COLUMNS
CONSULTANT:
MAIN ENTRANCE
UNIT C MOUNTPLEASANT BUSINESS CENTRE UPPER MOUNTPLEASANT AVENUE DUBLIN 6 I IRELAND T + 353 1 4 96 63 40 F + 353 1 4 96 63 41
3500
3500
LEVEL 1 187200
2
67
BLD. ELEV. (WEST)
A402
1 : 100
A1014 A394
B0
LEVEL 00
C0
B1
Nor th , Eas t, South E levati ons: C la d d i n g Typ e s
C1
C2
C3
1 A401
1
2
A502
A502
-3500
BLD. ELEV. (NORTH)
517 Wellington St. W., Suite 404 Toronto, Ontario Canada M5V 1G1
1 : 100
1
JOB CAPTAIN:
A501
SHEET TITLE:
ELEMENT LEGEND VERTICAL CEDAR SIDING
TOR = TOP OF ROOF MEMBRANE AT HIGHEST POINT (ROOF HEIGHT VARIES
HORIZONTAL CEDAR SIDING a - NARROW b - WIDE
LEVEL 01 = 187.200M
CEDAR SHINGLES
METRE HEIGHTS GIVEN RELATIVE TO LEVEL 01
T 416.979.9834 www.zasa.com
PROJ. MANAGER:
NORTH & EAST ELEVATIONS
REVISIONS: SEAL No. Date
CL1 CL2
CL3
CLIENT:
CHAIN RAIN WATER LEADERS
4200
1a CHAIN RAIN WATER LEADERS
SCALE:
Description
1 : 100
ALL FENESTRATION INCLUDING THE GLASS GUARDS ON THE ROOF TERRACE TO HAVE PATTERNS AND TREATMENT TO REDUCE BIRD COLLISIONS - “6MM CERAMIC FRIT DOTS 50MM ON CENTER”
ESTABLISHED GRADE: THE ELEVATION AS FIXED BY THE MUNICIPALITY OF THE CENTRE LINE OF THE STREET AT THE MID-POINT OF THE FRONT LOT LINE IS 187 010
CL2b
C05 16620
UPDATED FOR SPA APPLICATION - FORMERLY ISSUED AS A6.201 ON 07/13/18
07/27/18
-
UPDATED FOR SPA APPLICATION +16320
07/30/18
A
ON SHEET SIZE ANSI - E (864 X 1118mm)
A
PROJECT NO.:
17-048
DOWNSPOUT TROUGH LEVEL 5
15900
A401
SHEET NUMBER:
ZAS ARCHITECTS INC. 3900
2019-04-22 6:50:00 PM VS
C02
VS
G-07
VS
3900
PSG 1
VS
VS
VS
VS
VS
PSG 8
VS
16620
3900
G-07
VS
VS
VS
G-07
VS
G-07
G-03.1
PSG 1
VS
G-07
VS
G-07
G-03.1
LEVEL 4
12000
LEVEL 3
8100
CL2a
PSG 1
PSG 1
PSG 4
VS
GROUND FLOOR CANOPY AND RWL PER CASH ALLOWANCE
VS VS
G-07
VS
PSG 1
G-07
VS
G-07
G-03.1
4200
VS 129E
LEVEL 2
CL1
04/18/2019 04/08/2019
2 1
03/15/2019 02/11/2019
ISSUED FOR TENDER ISSUED FOR STRUCTURAL TENDER 90% CONTRACT DOCUMENTS ISSUED FOR BUILDING PERMIT
No.
Date
Description
PROJECT NAME:
A101
PSG 1
G-11
VS
4 3
ISSUES:
3
4200
GARBAGE ENCLOSURE VERTICAL CEDAR CLADDING VS
2018 ©
VS
TRCA ADMINISTRATION OFFICE 5 SHOREHAM DRIVE, TORONTO, ON M3H 2M5
LONG TERM BIKE STORAGE CLIENT:
VS 128 LEVEL 1 187200
WOOD DECKING
TORONTO AND REGION CONSERVATION AUTHORITY
CONSULTANT:
UNIT C MOUNTPLEASANT BUSINESS CENTRE UPPER MOUNTPLEASANT AVENUE DUBLIN 6 I IRELAND T + 353 1 4 96 63 40 F + 353 1 4 96 63 41
1 A402
BLD. ELEV. (SOUTH) 1 : 100
517 Wellington St. W., Suite 404 Toronto, Ontario Canada M5V 1G1
JOB CAPTAIN:
T 416.979.9834 www.zasa.com
PROJ. MANAGER:
SHEET TITLE:
SOUTH & WEST ELEVATIONS SEAL
SCALE:
1 : 100
ELEMENT LEGEND CL1
VERTICAL CEDAR SIDING
TOR = TOP OF ROOF MEMBRANE AT HIGHEST POINT (ROOF HEIGHT VARIES
CL2
HORIZONTAL CEDAR SIDING a - NARROW b - WIDE
LEVEL 01 = 187.200M
CEDAR SHINGLES
METRE HEIGHTS GIVEN RELATIVE TO LEVEL 01
CL3
ALL FENESTRATION INCLUDING THE GLASS GUARDS ON THE ROOF TERRACE TO HAVE PATTERNS AND TREATMENT TO REDUCE BIRD COLLISIONS - “6MM CERAMIC FRIT DOTS 50MM ON CENTER”
UPDATED FOR SPA APPLICATION - FORMERLY ISSUED AS A6.200 ON 07/13/18
07/27/18
-
UPDATED FOR SPA APPLICATION
07/30/18
A
A
ON SHEET SIZE ANSI - E (864 X 1118mm) PROJECT NO.:
ESTABLISHED GRADE: THE ELEVATION AS FIXED BY THE MUNICIPALITY OF THE CENTRE LINE OF THE STREET AT THE MID-POINT OF THE FRONT LOT LINE IS 187 010
17-048 SHEET NUMBER:
A402 ZAS ARCHITECTS INC.
2019-04-22 6:51:15 PM
26
2018 ©
I n ter ior R enderi ng - Water Wall
27
A1
GLASS GLAZING
EXTEND & SEAL MEMBRANE FLASHING SEAL WINDOW FRAME TO MEMBRANE ACROSS CAVITY FLASHING
15
800
WORKSPACES 229 172 m
VERTICAL WOOD STRAPPING 800
HORIZONTAL STEEL Z-GIRTS
76mm (CAVITYROCK R4.3/INCH) EFFECTIVE Rsi 1.06 (R6) BETWEEN 76mm GALVANIZED Z-GIRTS 400mm 0.C.
VAPOUR RETARDERS CARPETING
LEVEL 2
4200
VAPOUR RETARDERS
AF
25
187200 F1
LEVEL 2 350
4200
38 38mm WOOD BATTEN BEYOND
GLUED-LAMINATED CONSTRUCTION CONCRETE TOPPING
CL2b 350
2
38 38mm WOOD BATTEN BEYOND
GLUED-LAMINATED CONSTRUCTION CONCRETE TOPPING
F3
50
CL2b THROUGH WALL MEMBRANE FLASHING
F3 50
THROUGH WALL MEMBRANE FLASHING VENTILATION GAP WITH INSECT SCREEN METAL210 FLASHING
200
50
200
F3
210
SHAVE STRUCTURAL BEAM TO SUIT OPENINGS AS ON ARCHITECTURAL DRAWINGS
VENTILATION GAP WITH INSECT SCREEN
20
SOLID WOOD TRIM ANCHORED TO STL. L. METAL FLASHING 50
DOOR WS HED E
JOINT SEALANT (MAINTAIN LIVE LOAD SHAVE STRUCTURAL BEAM TO SUIT DEFLECTION GAP PER STRUCTURAL DRAWINGS SEALANT MODULASOPENINGS AS ON ARCHITECTURAL DRAWINGS
JOINT20 SEALANTS SPECIAL FUNCTION GLAZING
LIVE LOAD 76 76 8 GALV. STL. L. BOLTED JOINT SEALANT (MAINTAIN DEFLECTION GAP PER85 STRUCTURAL THROUGH 38 76 WOOD BLOCKING DRAWINGS SEALANT MODULAS 600 O.C. TO STRUCTURE
8
SOLID WOOD TRIM ANCHORED TO STL. L. JOINT SEALANTS SPECIAL FUNCTION GLAZING
VS
SEAL WINDOW FRAME TO WALL 76 V.B.76 8 GALV. STL. L. BOLTED THROUGH 38 76 WOOD BLOCKING 600 O.C. TO STRUCTURE
85
VS
SEAL WINDOW FRAME TO WALL V.B. TYP. SILL & HEAD - CL2b 1 : 10
4
Ty p iTYP. c a lSILL S i&l lHEAD & H- CL2b ead - Cladding type 2b 8
SHAVE STRUCTURAL BEAM TO SUIT OPENINGS AS ON ARCHITECTURAL DRAWINGS
MODIFIED BITUMINOUS MEMBRANE ROOFING
SHAVE STRUCTURAL BEAM TO SUIT OPENINGS AS ON 38 38mm CONTINUOUS BLOCKING ARCHITECTURAL DRAWINGS
13C MODIFIED BITUMINOUS MEMBRANE ROOFING
SHEATHING VAPOUR BARRIER
13C
ALUMINUM COMPOSITE PANEL 19mm PLYWOOD
EXTEND AND SECURE ROOFING OVER AND TO PARAPET FACE 38 64mm BLOCKING
PREFINISHED METAL COUNTER FLASHING
VERTICAL WOOD STRAPPING
SHEATHING
WOOD FA ADE PER BUILDING ELEVATIONS
HORIZONTAL STEEL Z-GIRTS
MODIFIED BITUMINOUS MEMBRANE ROOFING R1
4200
R2
METAL REVEAL
EXTEND AND SECURE ROOFING OVER 400mmAND O.C.TO PARAPET FACE
VERTICAL WOOD STRAPPING WOOD FA ADE PER BUILDING ELEVATIONS
METAL
400mm O.C. KITCHEN 127
PLYWOOD AND SILL PLATES 76mm (CAVITYROCK R4.3/INCH) ANCHORED TO THE CONCRETE EFFECTIVE Rsi 1.06 (R6) BETWEEN HORIZONTAL STEEL Z-GIRTS c/w SILL GASKET (TYPICAL) 76mm GALVANIZED Z-GIRTS PLYWO 400mm 0.C. 76mm (CAVITYROCK R4.3/INCH) ANCHO EFFECTIVE Rsi 1.06 (R6) BETWEEN c/w SILL 76mm GALVANIZED Z-GIRTS LEVEL 5 15900 400mm 0.C. GYPSUM BOARD
GREEN ROOF PERIMETER ANGLE SLOPED INSULATION 150mm EXTRUDED POLY. MODIFIED BITUMINOUS MEMBRANE ROOFING W1
R1 LEVEL 2
PLYWO
19mm PLYWOOD
SLOPED INSULATION
R2
PLYWOOD SILL (TYP.) 38 140mm 600mm O.C. BOLTED TO STRUCTURE
38 38mm CONTINUOUS BLOCKING
150mm EXTRUDED POLY.
1:5
ALUMINUM COMPOSITE PANEL
VAPOUR BARRIER GREEN ROOF PERIMETER ANGLE
TO SUIT OPENINGS AS ON ARCHITECTURAL DRAWINGS
TYP. WINDOW SILL AT F
38 140mm 600mm O.C. BOLTED TO STRUCTURE
PREFINISHED METAL COUNTER FLASHING
LEVEL 2
1:5
4
38 64mm BLOCKING
AF
TYP. WINDOW SILL AT FLOOR LEVEL - CL2b
1 : 10
TECTURAL DRAWINGS
LEVEL 5
4200
WOOD FRAMING 15900 ARCHITECTURAL WOODWORK GYPSU
W1
CL2b
CONCRETE TOPPING
WOOD
CAST-IN-PLACE CONCRETE
900
7 50
50
50 250
900
TYP. PARAPET - CL2b 1 : 10
7
TYP. PARAPET - CL2b
250
VAPOUR RETARDERS
Ty p i c a l Pa ra p e t - C l a d d i n g t y p eCLT2 b GLUED-LAMINATED CONSTRUCTION
228mm GLUE LAMINATED BEAMS OR COLUMNS PER STRUCTURAL EXTEND AND SEAL VAPOUR BARRIER TO WALL VAPOUR BARRIER
CLT
CONCRETE TOPPING
CONCR
CAST-I
228mm GLUE LAMINATED BEAMS OR COLUMNS PER STRUCTURAL EXTEND AND SEAL VAPOUR BARRIER TO WALL VAPOUR BARRIER
ARCHIT
F2
CL2b
50
NG
AF
BEYOND, TO FOLLOW 5mm FROM FACADE, SILL, AND WINDOW 400mm O.C. FRAME PROFILES (NOT EXACTLY AS SHOWN)
400mm O.C. WOOD STRAPPING 400mm O.C. VERTICAL 76mm (CAVITYROCK R4.3/INCH) EFFECTIVE HORIZONTAL STEEL Z-GIRTS Rsi 1.06 (R6) BETWEEN 76mm GALVANIZED Z-GIRTS 400mm 0.C.WOOD BLOCKING 400mm O.C. 38 89mm
AF
F3
SM MTG RM 306
38 89mm WOOD BLOCKING
CARPETING
LEVEL 1 187200
SHAVE STRUCTURAL BEAM
64 (TYP.)
15
15
SHAVE STRUCTURAL BEAM TO SUIT OPENINGS AS ON ARCHITECTURAL DRAWINGS
WORKSPACES 229 172 m
ENTRANCE FLOOR GRILL AND PERIMETER ANGLE
SHAVE STRUCTURAL BEAM
ALUMINUM SILL, EXTEND UP AT JAMB TYP. EXTEND & SEAL MEMBRANE FLASHING 38mm SEMIRIGID INSULATION ACROSS CAVITY BETWEEN WOOD BLOCKING ALUMINUM SILL, EXTEND UP AT JAMB TYP. SEALANT INSULATION WOOD TRIM SECURED TO 76 76 38mm 8 STL.SEMIRIGID L. BETWEEN SM MTG RM THROUGH WOOD BLOCKING 600mm O.C.WOOD BLOCKING 306 SEALANT VENTILATION GAP AND INSECT SCREEN WOOD TRIM SECURED TO 76 76 8 STL. L. THROUGH WOOD BLOCKING 600mm O.C. ALUM. PREHEAT GLAZING (SEE SHEET A1020) VENTILATION GAP AND INSECT SCREEN AF ALUM.15 PREHEAT GLAZING SIDE CLOSURE PREHEAT BEYOND, TO FOLLOW 5mm FROMALUM. FACADE, SILL, GLAZING (SEE SHEET A1020) AND WINDOW FRAME PROFILES (NOT EXACTLY AS SHOWN) ALUM. PREHEAT GLAZING SIDE CLOSURE 64 (TYP.)
SHAVE STRUCTURAL BEAM TO SUIT OPENINGS AS ON ARCHITECTURAL DRAWINGS
13C
SEAL WINDOW FRAME TO MEMBRANE FLASHING GLASS GLAZING
A1
28
VAPOUR RETARDERS
3
TYP. GRADE AND SILL CO 1 : 10
3
1 : 10
4C
TYP
1:1
CANOE LANDING COMMUNITY CAMPUS ZAS Architects + Interiors, 2018
The complex houses a public and a Catholic elementary school, a childcare facility, a community recreation centre, and the Bentway head office, filling the void for a social and educational nexus in Toronto’s booming downtown core. Sustainability and resiliency are prominently integrated, including maximizing green roof opportunities and an introduction of photo-voltaic panels to generate 10% renewable energy. The building features a dynamic, “active” green roof – complete with a basketball court, jogging track and urban gardens which can serve the community while also accommodating a wide range of other social activities organized by the Bentway. Functioning as a natural extension of the adjacent Canoe Landing Park, the sloping green roofs sculpturally address both aesthetics and functionality, creating a “fifth elevation” rather than a typical roof. 29
N PROPOSED LOCATION FOR SIGNAGE
S ign age for the Bentway
30
N
BLOCK 31 RAILWAY LANDS BENTWAY OFFICE
B en tw ay Board Room
MEETING ROOM LAYOUT (20 PEOPLE) 31
DEVEL T-BAR L EDGE TRIM
3
CLIENT : - CITY OF FORESTR
HR
- CITY OF
- TORONT
- TORONT BOARD
WOOD BLOCKING 38mm X 89mm 19mm VENEER PLYWOOD 65
19mm 38mm SOLID WOOD EDGING
CHILDRE METRO H TORONT
12mm PLYWOOD BACKING STRAPPING 305mm O.C.
TORONT 15 OAKB TORONT
BENTWAY O ICE N3.2A 124.56 m
ARCHITECT
1030
P2C
TORONT SCHOOL 80 SHEP NORTH Y
19mm VENEER PLYWOOD LOW PRESSURE LAMINATE FINISH
NORTH WING
GROUP
FILING CABINET
517 Wellington St W. , Toronto, Ontario Canada M5V 1G1
LEVEL 3 NORTH WING THIS DRAWING IS NOT TO
REFER TO APPROPRIATE S ELECTRICAL, LANDSCAPE, PROCEEDING WITH THE W
STAIR H
65
LEVEL 3 NORTH WING
CONSTRUCTION MUST CO REQUIREMENTS OF AUTHO
THE CONTRACTOR WORKI MARKED FOR CONSTRUC RESPONSIBILITY AND BEA DAMAGES RESULTING FRO
89mm CONCRETE ON STEEL DECK
THIS DRAWING, AS AN INS AND IS THE PROPERTY OF
WIDE FLANGE BEAM W360X45mm
THE CONTRACTOR SHALL FOR ALL DIMENSIONS AND NOTIFY THE APPROPRIATE THE SUPPLIED INFORMAT
P5D
KEY PLAN ACT
HSS BEAM
+2500 15
90
15
BULKHEAD P5D: 16mm GWB ON 92mm 32 12mm CHANNEL MOLDING SECURED STEEL STUDS 400 O.C. TO TEES WITH NO VISIBLE FASTENERS EXTEND TO U/S STEEL DECK
STORAGE N1.54F 4.42 m
P2D
BOAR RM N1.54E 31.08 m
M LTI SE COMM NITY SPACE N2.15A 317.78 m
N
SEAL
STEEL STUD
GWB CEILING REFER TO REFLECTED CEILING PLAN FOR CEILING TYPE & HEIGHT
BENTWAY BOARD RM - ACT TO WALL CONNECTION 100
7
1:5
TRUE NORTH
Mi llwork Sec ti on - Bent way O ff i ce
N DETAIL
4
MILL WORK SECTION - BENTWAY
P5E 64mm STEEL STUD BULKHEAD
1 : 10
92mm BLACK ACOUSTIC INSULATION
REVISIONS No.
BLACK-PAINTED 92mm STEEL STUDS TO SUPPORT CURVED BACKERS
16mm GYPSUM BOARD ON 19mm PLYWOOD ON STEEL JOISTS 600S162-43 400mm O.C. GLASS GUARD, REFER TO A338,4 FOR SIM. DETAIL HANDRAIL SUPPORT, REFER TO A338,5 FOR SIM. DETAIL
6
70
50
DRAIL, REFER TO 8b FOR SIM. DETAIL VIDE BLOCKING AS REQUIRED
P3A
32 12mm CHANNEL MOLDING SECURED TO TEES WITH NO VISIBLE FASTENERS
HANDRAIL
35 64mm HARDWOOD SLATS P2C
RECESSED LIGHTING FIXTURE BEYOND
ACT +3500
38 38mm BLACK WOOD BACKER FACTORY-ASSEMBLED TO SUPPORT 600mm RADIUS SLATS AS SHOWN
VEL 3 NORTH WING
C
CLIENT TORONT ADDRESS : 4TH FLO TORONT
20
65mm WOOD SLATS SECURED TO STRUCTURE THROUGH WOOD STRAPING 400 O.C.
FACTORY INSTALLED BLACKPAINTED WOOD DOWEL
HANDRAIL SUPPORT, REFER TO A340,8b FOR SIM. DETAIL PROVIDE BLOCKING AS REQUIRED
BOAR RM N1.54E 31.08 m
REFER TO 651,12 FOR DETAILS OF CURTAIN WALL BASE WITH INTERIOR WOOD SLAT WALL/SOFFIT
Bentway Board Rm - AC T t o Wo o d Sla t s C o n n e ct i o n CONT. HSS
8
REFER TO RM STRUCTURAL BENTWAY BOARD - ACT TO WOOD SLATS CONNECTION
1:5
32
LEVEL 3 NORTH WING
Date
5
BU 1
1 2
2017/02 2017/06
3
2017/07
4 5 6
2017-0 2019-0 2019-0
U N I V E R S I T Y C O L L E G E R E V I TA L I Z AT I O N Kohn Shnier Architects, Summer 2016
The goal of this project is to make the historic University College building more accessible as well as creating dynamic new settings for student life, that would help recover the architectural identity of UofT’s founding college. The project improves accessibility across the building through the addition of an elevator, several ramps and pathways. It also oversees the design and relocation of the college’s Laidlaw library to its original location - the East Hall -, the transformation of the West Hall into a reading room, the addition of a student cafe on the third floor, and the transformation of Croft Chapter House into a conference centre.
33
El evator Tower
34
El evation
East hall (University College Library)
35
36
BAHRAMI RESIDENCE ENV Office, 2012
Located in the historic garden-city of Isfahan, this 5 storey, 3 unit residence attempts to address the city’s ever-growing need for open spaces as its urban sprawl has led to the development of the majority of gardens historically surrounding it. This project -as it sits in the dense and over-developed neighboring lots- is a subtle anomaly in the streetscape. It values the importance of natural light and re-introduces the traditional Persian courtyard in the form of an individual private yard for each of the three units, in addition to a communal roof garden for all the residents to share and enjoy.
37
A xon ometri c Private Yards
Diagrams
Vertical Access
38
El evation s and Floor Plans
39
T hank y ou.
Kiana.Mozayyan@gmail.com (416) 930 7269