Architectural Portfolio-Nabiha

ARCHITECTURE PORTFOLIO NABIHA GUAFFAR

The education I have received at George Brown College in Architectural Technology has provided

me with a comprehensive understanding of architectural process & theory, as well as a strong

knowledge of current building science and construction methods. I am competent in my usage of

both Auto-CAD and Revit. I am adept in taking this knowledge from the stages of conceptual design,

through to submission of final working drawings. Extensive use of the Ontario Building Code has

provided me with proficiency and familiarity in a range of regulatory system, including residential and

large-scale commercial projects.

NABIHA GUAFFAR 1 [email protected] | 416.697.6105

EDUCATION

Graduate of the Advanced

Architectural Technology Diploma -

George Brown College

Toronto, Ontario - Canada

September 2012 - April 2015

TECHNICAL SKILLS

Revit

Auto-CAD

Ontario Building Code (OBC)

Architectural Details

Working Drawings

Timber Frame Construction

Steel Frame Construction

Site Planning & Zoning

Physical Modeling

Microsoft Office

Nabiha Guaffar

P: 416.697.6105

E: [email protected]

4 Glenholme Avenue

Toronto, Ontario

M6H 3A9


The property located on the Lower Eastside of Toronto’s Waterfront is extremely

visible from all angles of the city, and the silos contained within the site ae well

known and recognized by most Torontonians. Efforts were focused on obtaining

an effective design incorporating the existing structure. Additionally the design

would meet the needs of the surrounding community, the museums functionality,

and the standard of sustainability the client desired.

The museum itself was designed to be integrated into the pre-existing structure

of the silos. The museum wraps and flows around and through the silos, creat-

ing the impression that the structures are as one.


SOUTH ELEVATION NORTH ELEVATION

EAST ELEVATION WEST ELEVATION


Detail 1 - Section detail -

bottom of excavation

Detail 3 - Curtain wall Detail 2 - Slab section Detail 4 - Typical Soffit @

Curtain wall

Detail 6 - Typical flashing detail

@ Window sill

Detail 5—Section detail @

West block

Detail 7 - Typical flashing detail

@ Window sill

Detail 8 - Section detail—

North Wall

Detail 10 - North Wall Ridge

Section

Detail 9 - Section detail - East

Wall

Our clients main objective was to achieve a low cost design solution while creating a

work environment conductive to high productivity, within the necessary perimeter of a

Gross Floor Area early 13, 000 meters squared. The majority of the building is

constructed of a precast concrete curtain wall system with exception of a glass curtain

wall, which comprises the front façade. Using precast for this project proved many

advantages; a higher quality control, a quantity discount of materials, and a faster

erection process.


Structural details for the project demonstrate efforts to keep the

project on budget. The use of repeated identical bays kept the

steel fabrication costs minimal. The equal bays enabled use of

one open web steel joist size to structure the entire roof of the

building. Dual level caisson footings meet a poured concrete

trench wall, spanning the entire perimeter of the building. This

type of footing proved two major advantages; the ability to be cast

-in-place pre-erection, as well as ample strength for our concrete

structure.

1 2 3 4 5 6 7 8 9 10 11 12

A

B

C

D

E

F

G

H

I

J

K

302' - 10"

297'

- 4"

297'

- 4"

302' - 10"

20' - 6" 19' - 6 1/2" 17' - 9 1/2" 30' - 9" 30' - 9" 30' - 9" 30' - 9" 30' - 9" 30' - 9" 30' - 9" 29' - 9"

19' -

6 1

/2"

26' -

5 1

/2"

34' -

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27' -

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19' -

6 1

/2"

26' -

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27' -

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20' - 6" 19' - 6 1/2" 17' - 9 1/2" 30' - 9" 30' - 9" 30' - 9" 30' - 9" 30' - 9" 30' - 9" 30' - 9" 29' - 9"

6' - 10"2' - 10"

5' -

8 1/

2" 2' -

10"

6' -

11"

9' -

4"6'

- 8"

9' -

4"6'

- 9"

9' -

4"6'

- 7

1/2"

9' -

4"7'

- 7

1/2"2

' - 1

0"5' -

0 1/

2"

9' -

4"2'

- 10

"9'

- 4"

4' -

10"

5' - 0"

9' - 2

1/2"

ACME WINDOWS

12" POURED COUNCRETE FOUNDATION

9" PRECAST CONCRETE PANELS

2" GRANITE STONE 3" R24 REGID INSULATION4" POURED CONCRETE

GLASS CURTAIN WALL AS PER MANUFACTURE SPEC.W1

W2

W3

W2

W3

W2

W2

W3

W2

W3

W2

W3

W2

6' - 5"9' - 3"

18' -

9 1

/2"

8' - 1 1/2"8' - 9 1/2"2' - 10"19' - 1 1/2"

20' -

0"

11' -

2"

8' -

11"

SHIPPING OFFICE RECEIVING OFFICE PLANT MANAGER

MALE WASHROOM

MALE CHANGE ROOM

FEMALE WASHROOM

FEMALE CHANGE ROOM

LOBBY

SHOWROOM

MEETING ROOM

PURCHASING OFFICEACCOUNTS MANAGER

ACCOUNT OFFICE #1 ACCOUNT OFFICE # 2 ACCOUNT OFFICE #3 ACCOUNT OFFICE #4 ACCOUNT OFFICE #5 EQUIPMENT ROOM

OFFICE SUPPLIES

LUNCHROOM

1

A.5.0

MALE WASHROOM FEMALE WASHROOM

1

A.5.1W1

W1

6" WET WALLW4

3" INTERIOR PARTITION WALLW5

2

A.7.0

1

A.7.1

1

A.7.0

2

A.7.1

ENTRY STAFF

CUSTOMER SERVICE STAFF

TRUE NORTH CONSTRUCTION NORTH

FOR DETAIL PLANS OFGROUND FLOOR AND MEZZANINE FLOOROFFICE PLANS SEE DRAWING A.6.0.

W5

W5

W2

W3

W2

W5

W5

W5

W5

W5

9" PARAPET WALLW6

LUNCH ROOM

9' - 6" 9' - 9" 9' - 9"

10' -

0"

9' -

9"

29' - 5"

27' -

5 1

/2"

0' - 4" 2' - 6" 24' - 5" 2' - 6" 0' - 4"

6" REINFORCED CONCRETE SLAB1

1

1

1

1

1

1

1

1

1

4" DIA. CAISSON FOUNDATION(15' BELOW GRADE)

2

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4A.8.0

4A.8.1

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SITE AND PROJECT DATA

LEGAL DSCRIPTION:BLOCK AREGISTRED PLAN 65MCIT OF VAUGHANINFORMATION TAKEN FROMTOPOGRAPHICAL PLANPREPARED BY: RAJ & KEVINJANUARY 28, 2014.

NOTE: THIS DRAWING HAS BEENPREPARED, IN PAR, BASED ONINFORMATION FURNISHED BYOTHERS. WHILE THISINFORMATION IS BELIEVED TORELIABLE, THE DESIGNER ANDAUTHOUR OF HIS DRAWINGCANNOT ASSURE ITS ACCURACY,AND THUS I SNOT RESPONSIBLEFOR THEE ACCURACY OF THISDRAWING OR FOR ANY ERRORSOR OMSSIONS WHICH MA HAVEBEEN INCORPORATED INTO INTOIT AS A RESULT. THOSE RELYINGON THIS DRAWING ARE ADVISEDTO OBTAIN INDEPENDENTVERIFICATION OF ITS ACCURACYBEFORE APPLYING IT FOR ANYPURPOSE.

1" = 20'-0"

A.3.1

GROUND FLOORPLAN

0001

Project NameGBC

FEB 25, 2015NABIHA GUAFFAR

TRACEY LOSTON

1" = 20'-0"

GRADE1

8" X 8" HSS

8" X 8" HSS

8" X 8" HSS

8" X 8" HSS

8" X 8" HSS

8" X 8" HSS

8" X 8" HSS

8" X 8" HSS

8" X 8" HSS

8" X 8" HSS

DO

DO

DO

DO

DO

DO

DO

PRECAST CONCRETE COLMNCOVERS AGGREGATE FINISH

WIDE FLANGE COLUMNS

WIDE FLANGE COLUMNS

WIDE FLANGE COLUMNS

WIDE FLANGE COLUMNS

WIDE FLANGE COLUMNS

WIDE FLANGE COLUMNS

WIDE FLANGE COLUMNS

No. Description Date

http://www.autodesk.com/revit

http://www.novapdf.com

GRADE

0' - 0"

10

FOUNDATION WALL

-4' - 0"

0' - 8" 0' - 3" 0' - 9"

4' -

0"

TYPICAL WAREHOUSE FLOOR CONSTRUCTIONEXCEPT FOR SPECIAL LOADING ONFLOORS (BYSEPERATE AGREEMENT)FLOORS TO BE 6" CONC. WITH ONE 25kg/cu.m.OF STEEL FIBRE REINFORCING FLOORBY STRUCTURAL ENGINEERJOINTS TO BE LEFT UNFILLED

12" POURED CONCRETEFOUNDATION @ 6" ABOVE GRADE

2" RIGID PERIMETER INSULATIONMIN. 2'-0" BELOW FINISHED GRADE

4' DIA. REINFORCED CONCREE CAISSONTO REST ON UNDISTURBED SOIL

1' - 0"

TOP OF STEEL

24' - 0"

1

TOP OF PARAPET

26' - 0"

EAVE CONST.PRE-FIN. METAL FLASH(WHITE) & COUNTERFLASHING ON 2" X 12"WOOD BLOCKING CUTTO SUIT ON P/CPANEL C/W POLYINSERTS.ENSURE ROOFMEMBRANE TO RUNUP & OVER BLOCKINGAND DOWN 1 1/2" &FASTENED TO VERT.FACE.

2" X 2" NAILER FASTENED TO ST. ANGLE

MET. FLASH. ON ROOF MEMBARANEON 3/4" PLY ON 2" RIGID INSUL.

ROOF CONSTRUCTIONNEW BUILT-UP ROOF4-PLY # 15LB. TELT. HOT ASPHALT AND GRVELROOF SYSTEM.ON 1/2" FIBREBOARD OVERLAYON 2.3: POLY-ISO INSULATION MECHANICALLYFASTENED T DECKW/ FASTENERS & PLATES TO MEET CURRENTFM 1-60 RATING ON ONE PLY VAPOUR BARRIERSEALED AT ALL END LAPS WITH ADHESIVE.

8" x 8" WIDE FLANGE COLUMNS

GLASS CURTAIN WALL AS PER MANUFACTURE SPEC.

STEEL BEAMTWO 1/8" FILLET WELDS 1" LONGDIA. BOLTFOR LH/DLH SERIES JOISTS, USETWO 1/4" FILLET WELDS2" LONG OR TWO 3/4" DIA. BOLTS.

COMPOSITE DECKINGCOMPOITE ACTION BETWEENTHE CONCRETE SLABAND THE FLOOR BEAMS ORJOISTS CAN BE ACHIEVED BYWELDINGSHEAR STUDS THROUGH THEDECKING TO THE SUPPORTINGBEAM BELOW

0' - 9"

0' - 6" 0' - 3" 0' - 8"

2' -

0"

2

C

0' -

6"

0' - 9"

0' -

8"

0' - 8"

0' -

3"

0' - 3"

0' -

4"

1' -

1"

9" PRECAST CONCRETE PANELS2" GRANITE STONE3" R24 REGID INSULATION4" POURED CONCRETE


3" INTERIOR PARTITION WALL

3" INTERIOR PARTITION WALL

GLASS CURTAIN WALLAS PER MANUFACTURE SPEC.

12

B

0' -

9"

0' - 9"

0' -

3"

0' - 3"

0' - 7" 0' - 1"

0' -

8"

0' -

7"

12" POURED COUNCRETEFOUNDATION @ 6" ABOVE GRADE





Scale

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Date

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As indicated

A.8.0

PLAN DETAILS &SECTION DETAILS

0001

Project NameGBC


Checker

3/4" = 1'-0"

Callout of WALL SECTION 41

1" = 1'-0"

Callout (2) of WALLSECTION 13

1" = 1'-0"

Callout of GRADE2

1" = 1'-0"Callout (3) of GRADE

4




GRADE

0' - 0"

TOP OF STEEL

24' - 0"

1TOP OF PARAPET

26' - 0"

FOUNDATION WALL

-4' - 0"

Level 2

12' - 0"

FOUNDATION

-15' - 0"


8"x8" WIDE FLANGE COLUMNS


12" POURED CONCRETE FOUNDATION@ 6" ABOVE GRADE


FIN. GROUND FLOOR

REINFORCED CONCREE CAISSONTO REST ON UNDISTURBED SOIL

SEE DETAIL FOR ROOF& EAVE CONSTRUCTION

12' -

0"

12' -

0"

4' -

0"11

' - 0

"

7' -

10 1

/2"

7' -

10 1

/2"

12' -

0"

12' -

0"

3' -

0"

0' - 6"

0' - 3"

0' - 8"

1A.8.1

3A.8.0

7' -

9"

GRADE

0' - 0"

TOP OF STEEL

24' - 0"

2

TOP OF PARAPET

26' - 0"

FOUNDATION WALL

-4' - 0"

Level 2

12' - 0"

FOUNDATION

-15' - 0"






FIN. GROUND FLOOR



12' -

0"

12' -

0"

4' -

0"11

' - 0

"

10' -

0"

10' -

0"

3' -

6"4'

- 6"

0' - 9"

0' - 3"

0' - 8"

3A.8.1


Scale

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Date

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3/8" = 1'-0"

A.7.0

WALL SECTIONS 1 &2

0001

Project NameGBC


Checker

3/8" = 1'-0"

WALL SECTION 11

3/8" = 1'-0"WALL SECTION 2

2




10

'-6"

12

'1

0'

10

'-6"

8'

8'

7'

TOP OF WINDOW

TOP OF DOOR

FIN. GROUND FLOOR

FIN. SECOND FLOOR

TOP OF THIRD FLOOR

TOP OF WINDOW

TOP OF ROOF SHEATHING

8"

FG

X72"

60"

FG FG FGFG FG FGFG FGFG FG FG FG FG

1 2 3 4 5 76 108 9 11 12 13 14 1514.11.1

STONE STONE

PRECAST STONE SILL(TYP)

POURED CONC.COLUMNS &FOOTINGS

POURED CONC.

FOOTINGS

UNIT #C1 UNIT #C2 UNIT #C3 UNIT #C4 UNIT #C5 UNIT #C6 UNIT #C7 UNIT #C8 UNIT #C14 UNIT #C17UNIT #C9

PRECAST

(TYP)STONE SILL

STUCCO

STUCCO

5" X 5" HOLLOW STEEL SECIONS (HSS)COVERED WITH STUCCO FIN.

5" X 5" HOLLOW STEEL

COVERED WITH STUCCO FIN.

3'

3'

36" PARAPET WALL36" PARAPET WALL 36" PARAPET WALL

COLUMNS &

72"

FG

X60"

FG

X72"

60"

FG

X72"

60"

3'

FG

48"X60"

48"X60"

FG

FG

48"X60"

48"X60"

FG

FG

48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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FG

48"X60"

48"X60"

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48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

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48"X60"

48"X60"

FG

FG

48"X60"

48"X60"

FG

3'

3'

3'

3'

3'3'

3'

3'

3'

3'

3'

TOP OF PARAPET WALL

8"

FG

FG

FG

FG

WATER TABLE

GRADE GRADE

WATER TABLE

WATER TABLE

0'-0"

12'-0"

22'-0"

3'

35'-6"

TOP OF PARKING SLAB-10'-6"

FIN. GROUND FLOOR

FIN. SECOND FLOOR

TOP OF THIRD FLOOR

TOP OF PARAPET WALL

0'-0"

12'-0"

22'-0"

35'-6"

TOP OF PARKING SLAB-10'-6"

SECIONS (HSS)

FRUIT & FLOWER SHOP PET SHOP CAFE LIBRARY BRANCHDRY-CLEANER DROP-OFF

39'-7" X 18'-5"

33'-11" X 56'-2" 15'-5" X 38'-11" 67'-8" X 29'-3"

+

33'-11" X 58'-4" 33'-11" X 38'-8"TEACHING

5'-7" X 19'-1"46' X 33'

CENTRE

SOUTH ELEVATION

SCALE: 3/32" = 1'-0"

1

A-3

FG FG

FG FG

NABIHA GUAFFAR

4

Cx

Ex

D

1 2 3 4 5 76 108 9 11 12 13 14 1514.11.1

B

A

C

E

F

Fx

Bx

UNIT #C2 UNIT #C6

UNIT #C11UNIT #C10

13'-9"5'-3"

COVERED

7'-7

"

(DRIVEWAY) 13'-6"

ROOM

UNIT #C1 UNIT #C3 UNIT #C4 UNIT #C5 UNIT #C7 UNIT #C8

UNIT #C14

UNIT #C13

UNIT #C17

UNIT #C16

UNIT #C15UNIT #C12

UNIT #C9

RESIDENTIALREFUSE / RECYCLE

UP FROM P1 TO STREET LEVEL

SHIPPING

DOWN FROM STREET LEVEL TO P1

&RECEIVING

LOBBY

272'-2"

37'-11"156'-4" 70'-8"

19

'2

7'-6

"3

5'-9

"8

'-4"

1'-6

"

8'-8" 2'-10"8'-2"6'-2"

8'-6"

3'-6"

8'-6"

5'

7'-3

"

22

'-7"

8'-6"

LOADING DOCK

COVERED PORTE COCHERE

TRUCK

23

'-5" BAY

OPENARCADE (COVERED SIDEWALK) ARCADE (COVERED SIDEWALK)

OPEN

BREEZEWAY

BREEZEWAYOPEN

BREEZEWAY

GROUND FLOOR PLAN

UTILITY STAIR#2

#1STAIR

COVEREDAREA

7'-3"

12

'-8"

69

'-7"

9'-1

0"

92

'-1"

9"

9'-1

"9

'-10

"1

9'-8

"6

'-3"

13

'-5"

19

'-8"

13

'-5"

28

'-2"

4'-1

1"

92

'-1"

SCALE: 3/32" = 1'-0"

COVERED WITH STUCCO FIN.




5" X 5" HSSCOVERED WITHSTUCCO FIN.

5" X 5" HSS

5" X 5" HSS

5" X 5" HSS

5" X 5" HSS




5" X 5" HOLLOW STEEL SECIONS (HSS)

14'-6" 8" 8'-6" 8" 8'-6"

3'

1A-2

FRUIT & FLOWER SHOP PET SHOP CAFE

NEW CANADIAN'S

TEACHING CENTRE

YOGA STUDIO

BUILDING ADMIN.

SATEUITE

LIBRARY BRANCHDRY-CLEANER DROP-OFF

12'1'-8" 12'-8" 3'

1'-6"

3' 12' 7'-10" 12' 3'

1'-6"

3' 12' 7'-9" 12' 3'

1'-6"

3' 12' 7'-11" 12' 3'1'-6"

3' 14'-8" 1'-10" 37'-11" 1'-9" 15' 3'1'-6"

3' 7'-10" 8'-5"12'

1'-6"

7'-3"1'-8"

9'-1

0"

9'-1

"

1'-6

"

18

'-2"

5'-9

"1

'-6"

1'-1

"9

"

3'

3'

4'-3

"5

'-6"

3'

6'

3'-6

"1

9'-1

"

4'-4

"4

'4

'-5"

1'-7

"

15

'3

'1

6'-8

"

1'-8

"

15

'

1'-6

"3'

9'-1

0"

7'-6

"

1'-7

"

8" 17'-5" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 17'-4" 9"39'-4"

272'-2"

37'-9" 79' 24'-4" 34'-10" 18'-4" 40'-8" 30' 7'-3"

1'-6" 15'-11" 1'-6" 18'-2" 1'-6" 76'-10 1/2" 1'-6" 23'-11" 1'-6" 32'-4" 1'-6" 18'-2" 1'-6" 38'-2" 11" 29'-1" 11" 5'-9" 1'-6"

4" STONE VENEERMETAL TIES1" AIR SPACEAIR BARRIER3/8" EXT. WALL SHEATHING2" X 6" STUDS @ 16" O/C

R22 BATT INSULATION6 MIL VAPOUR BARRIER1/2" DRY WALL

DUROCK STUCCO PLUS 3-LAYER COATING

GALVANIZED METAL LATHPROVIDE CONTROL JOINT IN FLOOR JOIST LOCATION

3/8" EXT. WALL SHEATHING2" X 6" STUDS @ 16" O/C


4" BRICK VENEERMETAL TIES1" AIR SPACEAIR BARRIER3/8" EXT. WALL SHEATHING2" X 6" STUDS @ 16" O/C


VINYL SIDINGTVYEK HOMWRAP3/8" EXT. WALL SHEATHING2" X 6" STUDS @ 16" O/C


L2+L7L2+L7

9

L2+L7 L2+L7 L2+L7 L2+L7 L2+L7 L2+L7 L2+L7 L2+L7 L2+L7

L2+L7

L2+

L7

L2+

L7L2

+L7

L2+

L7L2

+L7

L2+

L7

L2+

L7

L2+

L7

L2+

L7L2

+L7

L2+

L7L2

+L7

L2+

L7L2

+L7

L2+

L7

L2+L7

L2+L7

L6+

L12

L6+

L12

L6+

L12

8

8

8

88

8

8

8

8

8

8

8

8

8

8

8

8

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8

5" X 5" HSS

5" X 5" HSS

'DO'


'DO'

'DO'

'DO'

5" X 5" HSS

5" X 5" HSS

L2+

L8

W1

W1 W1

1" RIGID INSULATION PANELS

W1

W1

5'-7" X 19'-1"

39'-7" X 18'-5"

33'-11" X 56'-2"

4

14' X 21'-8"

17'-5" X 38'-11"

15'-5" X 38'-11"67'-8" X 29'-3"

+

44

W3

W3

PLASTER STOP AT STUCCO TERMINATION

TYVEK STUCCOWRAP

W4

W2

W3

W1

W1 W1

W1

W1

W1

W1

W3

W1

10 10

11RAILING11RAILING

22'-2" X 24'-9"

33'-11" X 58'-4"

+

33'-11" X 38'-8"

46' X 33'

27'-11" X 28'-8"

13'-9" X 14'-3"

13'-9" X 38'-11"+

4

4

4

4

4

4

STUCCO FIN.

W1

COVERED WITH5" X 5" HSS

9 9 9 9 9 9 9 9 9 9

99

9

99

9

9

99

99

99

9

9

99

99

99

9

9

9

GARBAGE CHUTE

L2+L7

9

INTERIOR WALL ASSEMBLY

R13 BATT INSULATION2" X 4" STUDS @ 16" O/CNON LOAD BEARING PARTITION WALL

4

8 8" POURED CONCRETE SLAB

5/8" SUB FLOOR SHEATHING.

16 BEAM POCKET

A8 SECOND & THIRD FLOOR ASSEMBLY

12" TJI FLOOR JOISTS 16" O/C.R22 BATT INSULATION

5/8" SUB FLOOR SHEATHING

1/2" DRY WALL FINISH INTERIOR.

1/2" PLAYWOOD SHEATHING

6 MIL VAPOUR BARRIER

6 4" WEEPING TILE WITH6" CRUSHED STONE

5 FOUNDATION WALL

12" X 12" STRIPCONCRETE FOOTING

14" REINFORCED POUREDCONCRETE FOUNDATION WALL

1" x 3" KEY HOLE1/2" DIA ANCHOR BOLT

9 FLAT ROOF ASSEMBLY5/8" ROOF SHEATHING

16" TJI JOISTS @ 24" O/C.PROVIDE MIN. 2" (50 MM)VENTILATION TOP OFINSULATION TO UNDERSIDE OF SHEATHINGR 31 BATT INSULATION6 MIL VAPOUR BARRIER5/8" TYPE 'X' GYPSUM BORD

1 1/2" CRUSHED STONE OR GRAVEL.

7 6" POURED CONCRETE BASEMENT SLAB

10

11 GUARDRAIL & HANDRAIL

ALL STAIRS (EXTERIOR & INTERIOR)

9 EXTERIOR DOOR (3'-0" X 6'-8" X 1 3/4")INSULATED MIN RSI R4LINTEL /BEAM SCHEDULEL2 3 - 38 X 184 (3 - 2" X 8")L7 90 X 90 X 6.0 (3 1/2 X 3 1/2 X 1/4 L)

1A-4

1A-4

0A-4

0A-4

2 A-4

2 A-4


3 A-4

3 A-4

BRIDGE ABOVE

7/8" NEAT WOOD-FIBERED GYPSUM PLASTERON METAL LATH, OR TWO LAYERS 5/8" TYPE XGYPSUM BOARD ON EACH SIDE

DAMPPROOFING OR WATER PROOFING MEMBRANESHOULD EXTEND FROM 6" ABOVE GRADE DOWN TO THE TOP OF THE FOOTING.PARGE CONCRETE MASONRY WALLS WITHNOT LESS THAN 3/8" PORTLAND CEMENT MORTAR COVERED BY A 1/16 BITUMINOUS COATING.

BUILDING NORTH TRUE NORTH

CONSTRUCTION NOTES:

ALL CONSTRUCTION PRACTICES TO COMPLY WITH ONTARIO BUILDING CODE REGULATIONS

* ALL DIMENSIONS GIVEN IN IMPERIAL.

WITH SPACE CONTROL JOINTS INEXPOSED CONCRETE 15' TO 20' O/C.

PROTECT TOP OF PIPE OR TILEWITH FILTER FABRIC.INVERT OF PIPE OR TILE SHOULDMPT BE ABOVE ELEVATION OF SLAB


12 2" X 6" SILL PLATE WITH 1/2" DIA.ANCHOR BOLTS 12" LONG MIN. 4" INCONC. @ 7'-10' O/C. CONTINUOUS CAULKING OR GASKET BETWEENSILL LATE, AIR BARRIER AND CONCRETE WALL.

2A-6.3

2A-6.4

NABIHA GUAFFAR

4

13

A

1 2 3 4 5 6 7 8 9 10 11 12 14 151.1

B

14.1

C

Cx

E

Ex

F

Fx

Bx

D

UNIT #C12REFUSE / RECYCLE

RECEIVING

8'-6"

22

'-7"

13'-6"

UNIT #C1 UNIT #C2 UNIT #C4UNIT #C3 UNIT #C6UNIT #C5 UNIT #C7UNIT #C17

UNIT #C8

UNIT #C14

UNIT #C13

UNIT #C16

UNIT #C15

UNIT #C11

UNIT #C10

UNIT #C9RESIDENTIAL

UP FROM P1 TO STREET LEVEL

DOWN FROM STREET LEVEL TO P1

SHIPPING&

LOBBY

7'-7

"

13'-9"

2'-10"8'-2"8'-8"6'-2"

3'-6"

8'-6"8'-6"

7'-3

"

22

'-1 1

/4"

5'

5'-3"

COVEREDTRUCKBAY

LOADING DOCK

COVERED PORTE COCHERE(DRIVEWAY)

ARCADE (COVERED SIDEWALK) ARCADE (COVERED SIDEWALK)

OPENBREEZEWAY

OPENBREEZEWAY

OPENBREEZEWAY

ROOMUTILITY STAIR

#2

STAIR#1

AREACOVERED

19

'-8"

19

'-8"

18

'-11

"

19

'-8"

5'-9

"

5'-9

1/2

"

12

'-6"

14

'-9"

18

'-11

"

19

'-8"

17

'-9 1

/4"

18

'-11

"

19

'-8"

18

'-11

"

18

'-11

"1

9'-8

"

19

'-5"

19

'-8"

17

'-10

3/4

"

33

'-6 1

/2"

18

'-11

"

14

'-9"

19

'-8"

19

'-8"

5'-6

"

19

'-8"

12

'-6"

19'-8"

19

'-8"

13

'-10

1/2

"

19

'-8"

19

'-8"

18

'-11

"

8" 17'-5" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 17'-4" 9"39'-4"

272'-2"

37'-9" 79' 24'-4" 34'-10" 18'-4" 40'-8" 30' 7'-3"





5" X 5" HSS

5" X 5" HSS

5" X 5" HSS

5" X 5" HSS

5" X 5" HSS

'DO'

SECOND FLOOR FRAMING

SCALE: 3/32" = 1'-0"




1

S-1

FRUIT & FLOWER SHOP PET SHOP CAFE

NEW CANADIAN'S

TEACHING CENTRE

YOGA STUDIO

BUILDING ADMIN.

SATEUITE

LIBRARY BRANCH

DRY-CLEANER DROP-OFF

17

1'-6" 15'-11" 1'-6" 18'-2" 1'-6" 76'-10 1/2" 1'-6" 23'-11" 1'-6" 32'-4" 1'-6" 18'-2" 1'-6" 38'-2" 11" 29'-1" 11" 5'-9" 1'-6"

272'-2"

37'-11"156'-4" 70'-8" 7'-3"

1'-8" 12'-8" 3'

1'-6"

3' 12' 7'-10" 12' 3'

1'-6"

3' 12' 7'-9" 12' 3'

1'-6"

3' 12' 7'-11" 12' 3'1'-6"

3' 14'-8" 1'-10" 37'-11" 1'-9" 15' 3'1'-6"

3' 12' 7'-10" 12' 3'

1'-6"

8'-5"1'-8"

7'-3"

19

'2

7'-6

"3

5'-9

"8

'-4"

1'-6

"

12

'-8"

69

'-7"

9'-1

0"

92

'-1"

9"

9'-1

"9

'-10

"1

9'-8

"6

'-3"

13

'-5"

19

'-8"

13

'-5"

28

'-2"

4'-1

1"

92

'-1"

9'-1

0"

9'-1

"

1'-6

"

18

'-2"

1'-6

"5

'-9" 9"

3' 1'-1

"4'-3

"3

'5

'-6"

6'

3'-6

"1

9'-1

"

4'-4

"4

'4

'-5"

1'-7

"

15

'3

'1

6'-8

"3

'

1'-8

"

15

'3

'

1'-6

"

7'-6

"

1'-7

"

9'-1

0"

16 16 16 16 16

16

W200 X

27

17

W200 X

27

17

W200 X

27

17 W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X 27 W200 X 27

17

W200 X 2717

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

W200 X

27

17

5" X 5" HSS

5" X 5" HSS

5" X 5" HSS

5" X 5" HSS 12" TJI 230 @16" O/C'DO'

'DO'

'DO'

'DO'

AS PER MANUF. SPES.

'DO'

W1

W1

W1

W1

AS PER MANUF. SPES.

12" TJI 230 @16" O/C

12" TJI 230 @16" O/C

12" TJI 230 @16" O/C

AS PER MANUF. SPES.

AS PER MANUF. SPES.

AS PER MANUF. SPES.12" TJI 230 @16" O/C

12" TJI 230 @16" O/CAS PER MANUF. SPES.


12" TJI 230 @16" O/C

AS PER MANUF. SPES.

AS PER MANUF. SPES.

12" TJI 230 @16" O/C

AS PER MANUF. SPES.

AS PER MANUF. SPES.

AS PER MANUF. SPES.

12" TJI 230 @16" O/C


12" TJI 230 @16" O/C12" TJI 230 @16" O/CAS PER MANUF. SPES.

12" TJI 230 @16" O/C

12" TJI 230 @16" O/C

AS PER MANUF. SPES.

12" TJI 230 @16" O/C

AS PER MANUF. SPES.

AS PER MANUF. SPES.

AS PER MANUF. SPES.

12" TJI 230 @16" O/C


17






12" TJI 230 @16" O/C

'DO''DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO'

'DO'

'DO'

'DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO''DO'

'DO'

12" TJI 230 @16" O/C

10

AS PER MANUF. SPES.

'DO'

'DO'

11

W3

W3

'DO

''D

O'

W1 W1

W1 W1

W1

W1

W1

W1

W3

W200 X

27

16

10

11RAILING RAILING

COVERED WITHSTUCCO FIN.

5" X 5" HSS

W1

'DO

'

'DO'

'DO

'

'DO'

'DO'

'DO'

GARBAGE CHUTE

1A-4

0A-4

2 A-4

2 A-4

3 A-4

3 A-4

BRIDGE ABOVE

8 A 8 A

8 A

8 A

8 A8 A

8 A

8 A 8 A

8 A

8 A

8 A

8 A

8 A

8 A











W1



TYVEK STUCCOWRAP

W4

W2

W3 INTERIOR WALL ASSEMBLY


4



16 BEAM POCKET








5 FOUNDATION WALL








10



9 EXTERIOR DOOR (3'-0" X 6'-8" X 1 3/4")INSULATED MIN RSI R4LINTEL /BEAM SCHEDULEL2 3 - 38 X 184 (3 - 2" X 8")L7 90 X 90 X 6.0 (3 1/2 X 3 1/2 X 1/4 L)7/8" NEAT WOOD-FIBERED GYPSUM PLASTER

ON METAL LATH, OR TWO LAYERS 5/8" TYPE XGYPSUM BOARD ON EACH SIDE


CONSTRUCTION NOTES:







BUILDING NORTH TRUE NORTH

2A-6.3

2A-6.4

NABIHA GUAFFAR

4

10

'-6"

12

'1

0'

10

'-6"

8'

8'

TOP OF WINDOW

TOP OF PARKING SLAB

FIN. GROUND FLOOR

FIN. SECOND FLOOR

TOP OF THIRD FLOOR

TOP OF WINDOW

TOP OF ROOF SHEATHING

3'

TOP OF PARAPET WALL

X

REFUSE/RECYCLERECEIVING

UNIT 102

FG

X72"

60"

FG

X72"

60"

FG

48"

60"

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

X72"

60"

FG

48"X60"

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"X60"

FG

48"

60"X

60"

FG

X48"

FG

X72"

60"

48"

FG

X60"

48"

FG

60"X

BICYCLE STORAGE


(DRIVEWAY) (DRIVEWAY)


UNIT 100

UNIT 200 UNIT 203UNIT 201 UNIT 202

UNIT 103 UNIT 103

LOBBYRESIDENTIAL

UNIT 104

UNIT 204

UNIT 105

UNIT 205

NEW CANADIAN'S TEACHING CENTREOPEN

BREEZEWAY

UNIT 207

UTILITY ROOM

UNIT 106

UNIT 206

UNIT 107

UNIT 207

SATEUITELIBRARY BRANCH

UNIT 107

UTILITY ROOM

SHIPPING&

SITTING GARDENO.T.A

66

5" X 5" HSS5" X 5" HSS5" X 5" HSS

COVERED WITHSTUCCO FIN.


5" X 5" HSS 5" X 5" HSS



4

8 8

7

FG

FG FG

10

FG

36" PARAPET WALL

W1

HSS

HSS

5" X 5"4

A

4

44

10

10

10

10

10

10

10

8 A

8 A8

8 A

8 8

8

8

8

A 8 8

5

5 77

W3

7

STUCCO FIN.

5" X 5" HSSCOVERED WITH

W1W3

W3

W3

99

99

9

GRADEGRADE

5" X 5"

HSS5" X 5"

5" X 5"HSS

36" PARAPET WALL

11

HANDRAIL

HANDRAIL

FG

FG FG

FG

36" PARAPET WALL

4

1111

HANDRAIL

GUARDRAILGUARDRAIL

HANDRAIL11

11

11

SHAFTELEATOR

1 53 9 13 14.1

7

WATER TABLE

PRE-ENGINEERED FOOR JOISTS PRE-ENGINEERED FOOR JOISTS

SHAFTELEATOR

SHAFTELEATOR

PARKING PARKINGPARKING

2

PARKING

4

PARKINGPARKING

7 86 10 11 12 14 151.1

7 77 77

W1

STOREFRONTWINDOW

W1

WATER TABLE

PARKINGPARKING

12'-0"

0'-0"

22'-0"

CHUTEGARBAGE

35'-6"

-10'-6"TOP OF PARKING SLAB

FIN. GROUND FLOOR

FIN. SECOND FLOOR

TOP OF THIRD FLOOR

TOP OF PARAPET WALL

0'-0"

12'-0"

22'-0"

35'-6"

-10'-6"

LONGITUDINAL BUILDING SECTION

SCALE: 3/32" = 1'-0"

1A-4

A A

A A A

A

A

A











W1



TYVEK STUCCOWRAP

W4

W2

W3 INTERIOR WALL ASSEMBLY


4



16 BEAM POCKET








5 FOUNDATION WALL








10



9 EXTERIOR DOOR (3'-0" X 6'-8" X 1 3/4")INSULATED MIN RSI R4LINTEL /BEAM SCHEDULEL2 3 - 38 X 184 (3 - 2" X 8")L7 90 X 90 X 6.0 (3 1/2 X 3 1/2 X 1/4 L)7/8" NEAT WOOD-FIBERED GYPSUM PLASTER

ON METAL LATH, OR TWO LAYERS 5/8" TYPE XGYPSUM BOARD ON EACH SIDE


CONSTRUCTION NOTES:







3A-6.3

2A-6.3

4NABIHA GUAFFAR

`

GRADE

0' - 0"

TOP OF STEEL

24' - 0"

1TOP OF PARAPET

26' - 0"

FOUNDATION WALL

-4' - 0"

Level 2

12' - 0"

FOUNDATION

-15' - 0"






FIN. GROUND FLOOR



12' -

0"

12' -

0"

4' -

0"11

' - 0

"

7' -

10 1

/2"

7' -

10 1

/2"

12' -

0"

12' -

0"

3' -

0"

0' - 6"

0' - 3"

0' - 8"

1A.8.1

3A.8.0

7' -

9"

GRADE

0' - 0"

TOP OF STEEL

24' - 0"

2

TOP OF PARAPET

26' - 0"

FOUNDATION WALL

-4' - 0"

Level 2

12' - 0"

FOUNDATION

-15' - 0"






FIN. GROUND FLOOR



12' -

0"

12' -

0"

4' -

0"11

' - 0

"

10' -

0"

10' -

0"

3' -

6"4'

- 6"

0' - 9"

0' - 3"

0' - 8"

3A.8.1


Scale

Project number

Date

Drawn by

Checked by




3/8" = 1'-0"

A.7.0

WALL SECTIONS 1 &2

0001

Project NameGBC


Checker

3/8" = 1'-0"

WALL SECTION 11

3/8" = 1'-0"WALL SECTION 2

2




3D RENDERING MODELS



RESIDENTIAL / COMMERCIAL BUILDING RENDERING

SOUTH WEST EXTERIOR ELEVATION NORTH EXTERIOR ELEVATION

RESIDENTIAL/ COMMERCIAL INTERIOR

T.O SECOND FLR.7500

T.O PARAPET

9000

5

GREEN ROOF ASSEMBLYVEGETATIONSOPRAFLOOR GROWING MEDIUM (TYPEX ORL) OR EQUIVALENTMICROFAB OR EQUIVALENT SOPRADRAIN 10GOR EQUIVALENT CAP SHEET MEMBRANEBASE SHEET MEMBRANE50.8mm(2") RIGID INSULATION (R10)12.7mm(1/2") SHEATHING12" (400mm)ILEVEL TRUSS JOISTTJI 560 ROOF JOIST @ 600mm(24") O.CR40 BATT INSULATION1/2" (15.8mm)TYPE X GYPSUM BOARD

METAL FLASHING W/ 2 PLY BUILT UPBUTIMINOUS MEMBRANE

FIRE WALL2-150mm (6") CONC.BLOCK WALL50mmX150mm (2" X 6") WOOD STUDS @ 16" O/CPROVIDING FIRE STOPS AT EVERY FLOORLEVEL ABSORB. MATERIAL FILLING STUD SPACES1 LAYER OF 15.9mm (1/2") TYPE X GYPSUM BOARDON EACH SIDE.

34 1000

DRAINAGE SPRAYEDWITH INSULATION AS SPECIFIED

REFER TO

DETAIL FOR MOREGREEN ROOF INFORMATION

FIRE WALL2-150mm (6") CONC.BLOCK WALL50mmX150mm (2" X 6") WOOD STUDS @ 16" O/CPROVIDING FIRE STOPS AT EVERY FLOORLEVEL ABSORB. MATERIAL FILLING STUD SPACESCONTINOUS VAPOUR BARRIER50mm (4") RIGID INSULATION3 TREATED PLYWOOD TIMBERSECURED TO BACKUP WALL

ARGE HEADED ROOFINGNAILS @ 300mm O.C

25

AIR GAP

SCALE:

DRAWN BY:

DATE:

PROJECT NUMBER:

NABIHA & MARIE ARCHITECTS

CHECKED BY:

1 : 10

DETAIL (FIREWALLROOF )

0001

MIXED USEDEVELOPMENT

Owner APRIL 09, 2016

NABIHA GUAFFAR A120

FIRE WALL ROOF DETAIL (SECTION)

1:10

NO. REVISION DATE

GROUND FLOOR

0

T.O BASEMENT SLAB

-3000

5

FIRE WALL2-150mm (6") CONC.BLOCK WALL50mmX150mm (2" X 6") STUDS @ 16" O/CPROVIDING 4 HOUR FIRE STOPS AT EVERYFLOOR LEVEL ABSORB. MATERIAL FILLINFSTUD SPACES1 LAYER OF 15.9mm (1/2") TYPE X GYPSUMBOARD ON EACH SIDE.

SHISHA LOUNGECONVENIENCE STORE

UNFINISHED BASEMENT(COMMERCIAL STORAGE)

FOUNDATION WALL355mm (14") REINFORCED POUREDCONCRETE FOUNDATION WALL300mmX300mm STRIP CONCRETE FOOTING12.7mm (1/2") DIA ANCHOR BOLT1" X 3" KEY HOLE2" (50mm) XPS INSULATION (EXT.)DAMPPROOFING OR WATER PROOFINGMEMBRANCE SHOULD EXTEND FROM 6"ABOVE GRADE DOWN TO THE TOP OF THEFOOTING50mmX100mm (2" X 4") STUDS @ 16" O/C4" (100mm) R22 BATT INSULATION

150mm (6") POURED CONCRETE BASEMENTSLAB WITH SPACE CONTROL JOINTS INEXPOSED CONCRETE 15" TO 20" O/C15.8mm (5/8") SUB FLOOR SHEATHING.

FLOOR ASSEMBLY12.7mm (1/2") PLAYWOOD SHEATHING5/8" SUB FLOOR SHEATHING300mm (12") TJI FLOOR JOISTS 400mm (16") O/CALL JOISS TO BE BRIDGED WITH 38 X 38 CROSSBRIDGING OR SOLID BLOCKINGR22 BATT INSULATION6 MIL VAPOUR BARRIER15.8mm (1/2") DRY WALL FINISH INTERIOR.

UNFINISHED BASEMENT(COMMERCIAL STORAGE)

2- 2" X 6" TOP PLATE

2- 2" X 6" TOP PLATE

GROUND FLOOR

0

GRADE

FOUNDATION WALL355mm (14") REINFORCED POUREDCONCRETE FOUNDATION WALL300mmX300mm STRIP CONCRETE FOOTING12.7mm (1/2") DIA ANCHOR BOLT1" X 3" KEY HOLE2" (50mm) XPS INSULATION (EXT.)DAMPPROOFING OR WATER PROOFINGMEMBRANCE SHOULD EXTEND FROM 6"ABOVE GRADE DOWN TO THE TOP OF THEFOOTING50mmX100mm (2" X 4") STUDS @ 16" O/C4" (100mm) R22 BATT INSULATION

FLOOR ASSEMBLY12.7mm (1/2") PLAYWOOD SHEATHING5/8" SUB FLOOR SHEATHING300mm (12") TJI FLOOR JOISTS 400mm (16") O/CALL JOISS TO BE BRIDGED WITH 38 X 38 CROSSBRIDGING OR SOLID BLOCKINGR22 BATT INSULATION6 MIL VAPOUR BARRIER15.8mm (1/2") DRY WALL FINISH INTERIOR.

100mm (4") BRICK VENEERMETAL TIES 25.5mm (1") AIR SPACEAIR BARRIER9.52mm (3/8") EXT. WALL SHEATHING50mmX150mm (2" X 6") STUDS @ 16" O/CR22 BATT INSULATION 6MIL VAPOUR BARRIER12.7mm (1/2") INT. DRY WALL

VESTIBULEMAIN ENTRANCE

UNFINISHEDBASEMENT

(COMMERCIALSTORAGE)

100mm (4") BRICK VENEERMETAL TIES 25.5mm (1") AIR SPACEAIR BARRIER9.52mm (3/8") EXT. WALL SHEATHING50mmX150mm (2" X 6") STUDS @ 16" O/CR22 BATT INSULATION 6MIL VAPOUR BARRIER12.7mm (1/2") INT. DRY WALL

ASPHALT SHINGLES ON MIN. 3/8"PLYWOOD SHEATHING ONAPPROVED ROOF TRUSSES ORWOOD RAFTERS WITH 24" O.C.SPACING.

EAVE PROTECTION TOEXTEND FROM THE EDGE OFTHE ROOF, 36" UP THE SLOPEBUT NOT LESS LESS THAN 12"BEYOND THE INT. FACE OFTHE EXTERIOR WALL

EAVESTROUGH, RWL FASCIABOARD & VENTED SOFFIT FINISHAS PER THE ELEVATIONS

INTERIOR CEILING FINISH CONT.AIR/VAPOUR BARRIER W/ MINIMUMR31 INSULATION

SCALE:

DRAWN BY:

DATE:

PROJECT NUMBER:

NABIHA & MARIE ARCHITECTS

CHECKED BY:

1 : 15

DETAILS0001

MIXED USEDEVELOPMENT

MARLENE SLOPACK APRIL 9, 2016

NABIHA GUAFFAR A117

FIRE WALL DETAIL (SECTION)

1:15

NEW BUILDING DETAIL (SECTION)

1:15

EXISTING BUILDING ROOF DETAIL (SECTION)

1:15

NO. REVISION DATE

UP

DN

DN

DNH

VAC

GAR

BAG

EC

HU

TES

PAR

TY R

OO

M48

sq.

mM

EN'S

CH

ANG

ING

RO

OM

34

sq.m

WO

ME

N'S

CH

ANG

ING

RO

OM

34

sq.m

WH

IRPO

OL

20 s

q.m

PO

OL

TER

RA

CE

FITN

ESS

CE

NTR

E87

sq.m

WEI

GH

TS

TUD

IO

DIN

ING

AR

EA

BIL

IAR

DS

52 s

q.m

PO

KER

RO

OM

52 s

q.m

THE

ATR

E60

sq.

m

YOG

AR

OO

M17

sq.

m

REC

EPTI

ON

DE

SK

AB

CD

E

1 2 3 4 5 6 7 8 9 10 11

FG

4a

LOBB

YO

PEN

TO

BEL

OW

N

SEAT

ING

AR

EA

SEAT

ING

AR

EA

SEAT

ING

AR

EA

SEAT

ING

AR

EA

SEAT

ING

AR

EASE

ATIN

G A

REA

SEAT

ING

AR

EA

SEAT

ING

AR

EA

SEAT

ING

AR

EA

58.00 m

4.00 m6.00 m6.00 m6.00 m6.00 m6.00 m2.45 m3.55 m6.00 m6.00 m6.00 m

28.0

0 m

6.00

m6.

00 m

1.65

m6.

00 m

5.40

m2.

95 m

SCALE 1:120AMENITIESA

101

UP

UP

RETAIL#107

168.415 sqm

RETAIL#100

69.761 sqm

RETAIL#101

140.939 sqm

RETAIL#106

168.415 sqm

RETAIL#102

69.761 sqm

RETAIL#105

83.509 sqm

MAIL ROOM20 sqm

PROPERTYMANAGEMENT

OFFICE20 sqm

RETAIL#102

69.761 sqm

RETAILGARBAGE ROOM

45 sqm

RESIDENTIALGARBAGE ROOM

80 sqm

MOVING ROOM /RETAIL LOADING

57sqm

LOBBYOPEN TO ABOVE

GARBAGELOADING 1

GARBAGELOADING 2

RETAIL LOADING /MOVING DOOR

HVAC

GARBAGECHUTES

A A

B B

C C

D D

E E

11

22

33

44

55

66

77

88

99

1010

1111

F F

G G

4a

60006000

16506000

54002950

28000

58000

4000 6000 6000 6000 6000 6000 2450 3550 6000 6000 6000

MAIN ENTRANCERECEPTIONDESK

N

WALKWAYWALKWAY WALKWAY

WALKWAY

WALKWAYWALKWAYWALKWAY

WALKWAY

58000

4000 6000 6000 6000 6000 6000 6000 6000 6000 6000

28000

60006000

16506000

54002950

ELEVATORLOBBY

STAIR #1

STAIR #2

F.D.

G27

F.D.

G27

F.D.

G27

F.D.

G27

F.D.

G27

F.D.

G27

F.H.C.

F.H.C.

F.H.C. F.H.C.

F.H.C.

F.H.C.

F.H.C.

F.H.C.

F.H.C.

F.H.C.

F.H.C.

NOTE,ALL WASHROOMS ON GROUND FLOORTO BE BARRIER FREE ACCESSIBLEAS PER O.B.C. REQUIREMENTS


F.D.

F.D.

F.D.

F.D.

3

A301

----

PROPOSEDDEMISING WALL



PROPOSEDDEMISINGWALL


Scale

Checked by

Drawn by

Date

Project number

ConsultantAddressAddressPhoneFaxe-mail




GBC

As indicated

GROUND

0001

WATERFRONTCUBED

DEC 03,2016

NABIHA GUAFFAR

Marlene Slopack

A101

ENTRANCE LEVEL FLOOR PLAN

ABBREVIATIONS:

A.D. AREA DRAINC.B. CATCH BASINC.J. CONTROL JOINTE.J. EXPANSION JOINTE.P. ELECTRICAL PANELF.D. FLOOR DRAINF.F.E. FINISH FLOOR ELEVATIONF.H.C. FIRE HOSE CABINETH.W.T. HOT WATER TANKI.C.S. INTERNAL COMFORT SYSTEML. LINENL.W. LOW WALLM.C. MEDICINE CABINETP.A.D. PAVED AREA DRAINP.S. PIPE SPACER.D. ROOF DRAINS.P. SECURITY PANELR.D. ROOF DRAINS.P. SECURITY PANELS.D. CUPPER DRAINT.B. TOWEL BART.O.C. TOP OF CURBT.O.W. TOP OF WALLU.P. UNIT PANELW.I.C. WALK-IN CLOSET


ENTRANCE LEVEL FLOOR PLAN (LEFT) ENTRANCE LEVEL FLOOR PLAN (RIGHT)

UP

1

A116

A A

B B

C C

D D

E E

55

66

77

88

99

1010

1111

F F

G G

RETAIL#107

168.415 sqm

RETAIL#100

69.761 sqm

RETAIL#101

140.939 sqm

RETAIL#106

168.415 sqm

RETAIL#102

69.761 sqm

RETAIL#105

83.509 sqm

RETAIL#102

69.761 sqm

RETAILGARBAGE ROOM

45 sqm

RESIDENTIALGARBAGE ROOM

80 sqm

MOVING ROOM /RETAIL LOADING

57sqm

GARBAGELOADING 1

GARBAGELOADING 2

RETAIL LOADING /MOVING DOOR

4000 6000 6000 6000 6000 6000

N

WALKWAYWALKWAY

WALKWAYWALKWAY

WALKWAY

5620610

4790610

2645

635 2885 610 5390 610 5390 610 5390 610 5390 610 5390 610

4000 6000 6000 6000 6000 6000

28000

60006000

16506000

54002950

350

915508591511085915498717024046

5620610

5620150

1500150

5620610

4790610

2670

5850150

5850150

1500150

9158150

4792350

7471 1439 4518 1439 1539 1439 7496 1439 4518 1439

44691456

73831383

36732438

35582438

1375

14775 1450 1525 1475 7550 1450 1550 1450

15056206105390610539061053906125388610350 3560

150925

2300925

150

1505620

6105620

1504000

1503120

6102928

1501712

6102470

350

125 1451

3850 1017

150

950

150

28000

60006000

16506000

54002950

28000

60006000

16506000

54002950

STAIR #2

F.D.

G27

F.D.

G27

F.D.

G27

F.D.

G27

F.D.

G27

F.D.

G27

2300

18302300

1830

2300

1830

2300

1830

2300

1830

23001830

F.H.C.

F.H.C.

F.H.C. F.H.C.

F.H.C.

F.H.C.

F.H.C.

F.H.C.

F.H.C.

REFER TO INTERIOR DESIGN DRAWINGS FOR ALLWALL, FLOOR AND CEILING FINISHES AND DETAILS,CEILING HEIGHTS AND ANY/ALL SPECIALTY DOORS,FRAMES AND HARDWARE (TYP.)




ALL GROUND FLOOR TO BE SPRINKLERED


ALL GROUND FLOOR TO BE SPRINKLEREDALL GROUND FLOOR TO BE SPRINKLERED




ARCADE, FOR PAVING PATTERNREFER TO LANDSCAPE DWGS.






FIRE RATEDENCLOSURE ATSTANDPIPE(TYP.)



F.D.

F.D.

F.D.

F.D.

3

A301

W1

W1

W1

W1

W1

W1

W1

W1

W1W1

W1W1

W1

W4

W4

W4

W4

W6 W6 W6 W6

W6W6

W6

W2W2

W2

W2

W2

W2

D02D02D02D02

D02 D02 D02 D02 D02

D02

D01D01D01

D01 D01

D03

D03

D03

D02

D04D04

D04D04

D04D04

D01

610 MM x 610 MMCONCRETE COLUMN






D.O.

D.O.



D.O.

2A401

PROPOSED DEMISINGWALL


PROPOSEDDEMISINGWALL PROPOSED

DEMISING WALL

LEGEND:

WINDOW & SCREEN NUMBER

DOOR NUMBER

BULKHEAD / DROPPED CEILING

EXHAUST LOUVRE

STRUCTURAL COLUMN / WALL

CONCRETE BLOCK WALL

PRECAST CONCRETE WALL

WALL TYPE

GRID INDICATOR

BII

D106

X

4


Scale

Checked by

Drawn by

Date

Project number





GBC

As indicated

GROUND (LEFT)

0001

WATERFRONTCUBED

DEC 03,2016

NABIHA GUAFFAR

Marlene Slopack

A101.1

ABBREVIATIONS:


WALL LEGEND

POURED CONCRETE 150mm MIN.

150mm THICK CAST IN PLACE REINFORCED CONCRETEWALL, CONCRETE STRENGTH 35 MPA WITH 5-8%ENTRAINMENT.

EXTERIOR PRECAST WALL 350mm MIN.

200mm PRECAST PANEL (TYP)92mm METAL STUDS @ 400 O/CR11 FRICTION FIT BATT INSULATION6MIL POLYETHILENE VAPOUR BARRIER12.7mm GWB TAPED AND SEALED

SPANDREL GLASS WALL

BACK PAINTED GLASS25mm AIR SPACE45mm ROXUL FLEXIBATT INSUL.(BY WINDOW MANUFACTURER)92mm STEEL STUDS @ 400mm O.C FURRING89mm BATTINSULATION6 MIL POLY VAPOUR BARRIER12.7mm GYPSUM BOARD FINISH

INTERIOR SUITE DIVIDER WALL

31mm x 64mm STEEL STUD @ 600 O/C. WITH 95mm THICKABSORBTIRE MATERIAL 2 LAYERS OF 15.5mm TYPE XGYPSUM BOARD ON BOTH SIDES WITH 2 HOURS FIRERATING

INTERIOR UNIT STUD WALL

31mm x 64mm STEEL STUD @ 600mm O/C. WITH 15.9mm TYPEX GYPSUM BOARD ON BOTH SIDES WITH 45 MIN FIRERATING.

CURTAIN WALL GLAZING

150mm CURTAIN WALL GLASSAS PER WINDOW MANUFACTURER

PRECAST CONCRETE WALL WITH GLAZING

SPANDREL GLASS CLADDING, AIR SPACE 65mm CONCRETEPRECAST WITH 100mm RIGID INSULATION 125mm CONCRETEPRECAST

BALCONY DIVIDER WALL

75mm PRECAST CONCRETE WALL WITH 38mm THICK BRICKON BOTH SIDES

W1

W2

W3

W4

W5

W6

W7

ENTRANCE LEVEL FLOOR PLAN (LEFT)

W8


1

A116

A A

B B

C C

D D

E E

11

22

33

44

55

66

77

F F

G G

4a

RETAIL#107

168.415 sqm

RETAIL#100

69.761 sqm

MAIL ROOM20 sqm

PROPERTYMANAGEMENT

OFFICE20 sqm

LOBBYOPEN TO ABOVE

HVAC

GARBAGECHUTES

60006000

16506000

54002950

28000

6000 6000 2450 3550 6000 6000 6000

MAIN ENTRANCERECEPTIONDESK

N

WALKWAY WALKWAY

WALKWAY

WALKWAYWALKWAY

5745559

5441559

1091559

5441559

4841559

2695

5745559

1564203

2235203

2240200

2442200

2445150

1413150

5046559

2695

1505850

1501500

15014275

5620610

4790610

2645

610 5390 610 5390 610 5620 150

6000 6000 6000 6000 6000 6000

350

9155085915

1501500

150

1439 4518 1439 2562 775 21925

1450 1550 1450 7550 1450 17950

118141424

501449

13263

1503400150230015056206105390610

4884864

5136864

16177

5646 559 5441 559 5721

5646

559

5441 559 5721

28000

60006000

16506000

54002950

100950

1750950

100

150 2300 150

STAIR #1

2300

1651

2250

2800

3300

2800

3300

11001100

10121012

4182

2190

4182

3326 2674 6011

F.D.

G27

F.D.

G27

2300

1830

2300

1830

F.H.C.

F.H.C.

F.H.C.

F.H.C.

F.H.C.

F.H.C.


















3

A301

W1

W1

W1

W1

W1

W1

W1

W1

W1

W4

W1

W4

W4

W4

W1

W1

W1

W1

W1

W6W6W6

W6

W6

W6 W6 W6

W6

W6

D02D02D02

D02 D02

D02

D02

D01D01

D01 D01

D01

291

292

D01

D01





D.O.

ELEVATORLOBBY

884

4890

881

1242

920

1465



D.O.

D.O.

UP

DN

UP

UP

PROPOSED DEMISING WALL


LEGEND:

WINDOW & SCREEN NUMBER

DOOR NUMBER

BULKHEAD / DROPPED CEILING

EXHAUST LOUVRE

STRUCTURAL COLUMN / WALL

CONCRETE BLOCK WALL

PRECAST CONCRETE WALL

WALL TYPE

GRID INDICATOR

BII

D106

X

4


Scale

Checked by

Drawn by

Date

Project number





GBC

As indicated

GROUND (RIGHT)

0001

WATERFRONTCUBED

DEC 03,2016

NABIHA GUAFFAR

Marlene Slopack

A101.2ENTRANCE LEVEL FLOOR PLAN (RIGHT)


ABBREVIATIONS:


WALL LEGEND

POURED CONCRETE 150mm MIN.

150mm THICK CAST IN PLACE REINFORCED CONCRETEWALL, CONCRETE STRENGTH 35 MPA WITH 5-8%ENTRAINMENT.

EXTERIOR PRECAST WALL 350mm MIN.

200mm PRECAST PANEL (TYP)92mm METAL STUDS @ 400 O/CR11 FRICTION FIT BATT INSULATION6MIL POLYETHILENE VAPOUR BARRIER12.7mm GWB TAPED AND SEALED

SPANDREL GLASS WALL

BACK PAINTED GLASS25mm AIR SPACE45mm ROXUL FLEXIBATT INSUL.(BY WINDOW MANUFACTURER)92mm STEEL STUDS @ 400mm O.C FURRING89mm BATTINSULATION6 MIL POLY VAPOUR BARRIER12.7mm GYPSUM BOARD FINISH

INTERIOR SUITE DIVIDER WALL

31mm x 64mm STEEL STUD @ 600 O/C. WITH 95mm THICKABSORBTIRE MATERIAL 2 LAYERS OF 15.5mm TYPE XGYPSUM BOARD ON BOTH SIDES WITH 2 HOURS FIRERATING

INTERIOR UNIT STUD WALL

31mm x 64mm STEEL STUD @ 600mm O/C. WITH 15.9mmTYPE X GYPSUM BOARD ON BOTH SIDES WITH 45 MIN FIRERATING.

CURTAIN WALL GLAZING

150mm CURTAIN WALL GLASSAS PER WINDOW MANUFACTURER

PRECAST CONCRETE WALL WITH GLAZING

SPANDREL GLASS CLADDING, AIR SPACE 65mm CONCRETEPRECAST WITH 100mm RIGID INSULATION 125mmCONCRETE PRECAST

BALCONY DIVIDER WALL

75mm PRECAST CONCRETE WALL WITH 38mm THICK BRICKON BOTH SIDES

W1

W2

W3

W4

W5

W6

W7

W8

OUTDOOR SOFAEXTERIOR

BEDROOM 1

BEDROOMFAMILY ROOM

MASTERKITCHEN

FIN. FLOOR SLAB

RF-1STONE BALLASTPERMEABLE FABRIC MEMBRANERIGID INSULATION (RSI=3.55)ROOFING MEMBRANE ONPOURED CONC. SLAB SLOPED TODRAINS@ 2% MIN., REFER TO STRUCT'LDRGS.

FIN. FLOOR SLAB

FIN. FLOOR SLAB

FIN. FLOOR SLAB

BULKHEADREF. TO FLOOR PLANFOR LOCATION


SPANDREL GLASS WALL ASSEMBLYBACK PAINTED GLASS25mm AIR SPACE45mm ROXUL FLEXIBATT INSUL.(BY WINDOW MANUFACTURER)92mm STEEL STUDS @ 400mm O.C FURRING89mm BATTINSULATION6 MIL POLY VAPOUR BARRIER12.7mm GYPSUM BOARD FINISH

SPANDREL GLASS WALL ASSEMBLYBACK PAINTED GLASS25mm AIR SPACE45mm ROXUL FLEXIBATT INSUL.(BY WINDOW MANUFACTURER)92mm STEEL STUDS @ 400mm O.C FURRING89mm BATTINSULATION6 MIL POLY VAPOUR BARRIER12.7mm GYPSUM BOARD FINISH

CLG-312.7 GYPSUM BOARD22 FURRING CHANNELS @ 600 O/C38 SUSPENSION CHANNELS @ 1200 O/C150mm ACOUSTIC BATT INSULATIONHANGER WIRES C/W RUBBERISOLATORS @ 1200 O/CPOURED CONC SLAB, REFER TOSTRUCT'L DWGS.

PRE-FIN. ALUM. FRAMEW/ SEALED DOUBLEGLAZED UNITS (TINTED)


SPANDREL GLASSBACK PAINTEDC/W INSULATIONBY WINDOW MANUFACTURER



4000

3000

3000

100

200

200

3352

648

250

2750

250

2750

250

653

922

1777

648

250

325

2425

250

2750

250

375

463

110

2805

873

338

1790

623

3250

338

THERMAL BREAK BYSCHOCK K20-ECK-CV35-H250



BEDROOMLIVING ROOM

LIVE / SLEEP BALCONYEXTERIOR

LIVING ROOM BALCONYEXTERIOR

BEDROOMFAMILY ROOM

FIN. FLOOR SLAB

FIN. FLOOR SLAB

FIN. FLOOR SLAB





SPANDREL GLASS WALL ASSEMBLYBACK PAINTED GLASS25mm AIR SPACE45mm ROXUL FLEXIBATT INSUL.(BY WINDOW MANUFACTURER)92mm STEEL STUDS @ 400mm O.CFURRING89mm BATTINSULATION6 MIL POLY VAPOUR BARRIER12.7mm GYPSUM BOARD FINISH

SPANDREL GLASS WALL ASSEMBLYBACK PAINTED GLASS25mm AIR SPACE45mm ROXUL FLEXIBATT INSUL.(BY WINDOW MANUFACTURER)92mm STEEL STUDS @ 400mm O.CFURRING89mm BATTINSULATION6 MIL POLY VAPOUR BARRIER12.7mm GYPSUM BOARD FINISH



3000

3000

3000

250

375

2375

250

375

2375

250

2750

250

250

338

1790

623

250

338

1790

623

250

2750

250

1A401





POURED CONCRETE 150mm

150mm THICK CAST IN PLACEREINFORCED CONCRETE WALL,CONCRETE STRENGTH 35 MPA WITH 5-8% ENTRAINMENT.12.7mm GYPSUM BOARD FINISH

PRECAST WALL ASSEMBLY200mm PRECAST PANEL (TYP)92mm METAL STUDS @ 400 O/CR11 FRICTION FIT BATT INSULATION6MIL POLYETHILENE VAPOURBARRIER12.7mm GWB TAPED AND SEALED

RETAIL#107

RETAIL#107

WALKWAYEXTERIOR

SEATING AREAEXTERIOR

MEN'S CHANGINGROOM

BEDROOMLIVING ROOM

FIN. FLOOR SLAB

FIN. FLOOR SLAB

FIN. FLOOR SLAB


PRECAST WALL ASSEMBLY200mm PRECAST PANEL (TYP)92mm METAL STUDS @ 400 O/CR11 FRICTION FIT BATT INSULATION6MIL POLYETHILENE VAPOUR BARRIER12.7mm GWB TAPED AND SEALED

50mm CONC. PAVERS ONGRAVEL ORCRUSHED STONE ONPROTECTION BOARDON ROOFING MEMBRANE ONPOURED CONC. SLAB SLOPEDTO DRAINS@ 2% MIN., REFER TOSTRUCT'L DWGS.(FOR MORE INFORMATIONSEE LANDSCAPE DWGS.)

5000

6000

250

4750

250

5700

250

250

925

2400

2375

THERMALBREAK BYSCHOCK K20-ECK-CV35-H250

THERMAL BREAKBY SCHOCK K20-ECK-CV35-H250

CLG-312.7 GYPSUM BOARD22 FURRING CHANNELS @ 600 O/C38 SUSPENSION CHANNELS @ 1200 O/C150mm ACOUSTIC BATT INSULATIONHANGER WIRES C/W RUBBERISOLATORS @ 1200 O/CPOURED CONC SLAB, REFER TOSTRUCT'L DWGS.

POURED CONCRETE 150mm150mm THICK CAST IN PLACEREINFORCED CONCRETE WALL,12.7mm GWB TAPED AND SEALEDBOTH SIDES



Scale

Checked by

Drawn by

Date

Project number





GBC

1 : 25

WALL SECTION

0001

WATERFRONTCUBED

DEC 03,2016

NABIHA GUAFFAR

Marlene Slopack

A301

30000MAIN ROOF SLAB

26000PENTHOUSE FLOOR SLAB

230007TH FLOOR SLAB

200006TH FLOOR SLAB

170005TH FLOOR SLAB

140004TH FLOOR SLAB

110003TH FLOOR SLAB

110003TH FLOOR SLAB

6000AMENITIES FLOOR SLAB

0GROUND FLOOR SLAB

200006TH FLOOR SLAB

SCALE 1:20

WALL SECTIONSCALE 1:20

WALL SECTIONSCALE 1:20

WALL SECTION


A

301.1

A

301.2

A

301.3

GROUND FLOOR

0.00 m

AMENITIES

6.00 m

Level 3

11.00 m

Level 4

14.00 m

Level 5

17.00 m

Level 6

20.00 m

Level 7

23.00 m

PENTHOUSE FLOOR

26.00 m

ROOF PLAN

30.00 m

PARKING 1

-3.00 m

PARKING 2

-6.00 m

PARKING 3

-9.00 m

PARKING 4

-12.00 m

TOP OF STAIRS

33.00 m

RECYCLED MATERIALS (GLASS & ALUMINUM)(RAILING)

RAPIDLY RENEWABLE MATERIALS[AGREFIBRES, BAMBOO/LINOLEUM/CORK/NATURAL RUBBER,COTTON/SOY(INSULATION)

RECYCLED CONCRETE

GREEN ROOF SYSTEMHEAT ISLAND EFFECT: 50% VEGETATED ROOF

LOW EMITING MATERIALS:ADHESISVES & SEALENTS , PAINT & COATINGS, & FLOORING SYSTEMS

DOUBLE GLAZED LOW-EARGON FILLED GLASS PANELS

INCREASED VENTILATION:HEAT RECOVERYVENTILATORS IN EVERYRESIDENTIAL UNIT

MECHANICALLY VENTED SPACES:MONITORING SYTEMS AIR FLOW & CO2

PROVIDE INDUVIDUAL LIGHTING CONTROLSFOR 90% (MINIMUM) OF THE BUILDING OCCUPANTS

ACHIEVE DAYLIGHTING IN ATLEAST 75%OF REGULARLY OCCUPIED SPACES

RENEWABLE ENERGY:SOLAR PANELS

WATER EFFICIENT LANDSCAPINGRAINWATER, WASTE WATERGREY WATER IRRIGATION

WATER USE REDUCTION 30%TOILETS: 4.2 LPFFAUCETS 5.81 LPMSHOWER HEADS 6.65 LPM

BROWNFIELD REDEVELOPMENT- SOIL REMEDIATIONHEAT ISLAND EFFECT: HARDSCAPE SRI 29,50% PERMIABLE PAVERS

SITE SELECTION- NO DISRUPTION OF SENSITIVE HABITATSSTORM WATER DESIGN-RAIN REUSE, PERMIABLE PAVERS

LOBBY/RECEPTION

RESIDENTIAL GARBAGE ROOM

LOBBY/RECEPTION

RESIDENTIAL GARBAGE ROOM

AMENITIES RECEPTIONAREA

PARTY ROOM

STAIRWELL

WEIGHT ROOM

RETAILRETAILRETAILRETAILRETAIL

FITNESS CENTREAMENITIES TERRACE

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

KITCHENLICING ROOMBEDROOM

BEDROOM BEDROOM KITCHEN BEDROOM

DININGROOM

LIVING ROOMELEVATOR AREABEDROOMBEDROOM

KITCHEN KITCHENELEVATOR AREA

LIVING ROOMKITCHEN CORRIDOR

ELEVATORSHAFT

ELEVATOR AREATERRACE

STAIRWELL

UNDEGROUND PARKING 1

UNDERGROUND PARKING 2



3.00

m4.

00 m

3.00

m3.

00 m

3.00

m3.

00 m

3.00

m5.

00 m

6.00

m3.

00 m

3.00

m3.

00 m

3.00

m

3.00

m4.

00 m

3.00

m3.

00 m

3.00

m3.

00 m

3.00

m5.

00 m

6.00

m3.

00 m

3.00

m3.

00 m

3.00

m

GREEN POWER - 35% OFBUILDINGS ELECTRICITYSUPPLIED BY BULLFROG POWER

ACHIEVE DAYLIGHTING - 1 POINT

PROVIDE INDUVIDUAL LIGHTING CONTROLSFOR 90% (MINIMUM) OF THE BUILDING OCCUPANTS - 1 POINT

LOW EMITTING MATERIALS - 3 POINTS

INCREASED VENTILATION - 1 POINT

SITE BROWN FIELD REDEVELOPMENT - 1 POINT

SITE STORM WATER DESIGN - 1 POINT

HEAT ISLAND EFFECT HARDSCAPE - 1 POINT

HEAT ISLAND EFFECT VEGETATED ROOF - 1 POINT RAPIDLY RENEWABLE MATERIALS - 1 POINT

OPTIMIZE ENERGY PERFORMANCE - 10 POINTS

RENEWABLE ENERGY - 2 POINTS

GREEN POWER - 2 POINTS

WATER EFFICIENT LANDSCAPING - 4 POINTS

WATER USE REDUCTION - 2 POINTS

RECYCLED MATERIALS - 1 POINT

TOTAL LEED POINTS

SCALE 1:175ENVIORNMENTAL BUILDING SECTIONA-2

100

NABIHA GUAFFAR

P: 416.697.6105

E: [email protected]

Architectural Portfolio-Nabiha

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Transcript of Architectural Portfolio-Nabiha