committee of adjustment etobicoke york decisions april 6, 2017 · toronto, ontario custom component...

nmilrosRevised

VB

TITLEPAGE

T147 EIGHTH STREET 15-013

TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale

No. Description Date By

FOR ZONING CERTIFICATE

Signature:Qualified Designer BCIN:Firm BCIN:Date: DEC 2016

THESE DRAWINGS ARE NOT TO BE SCALED. ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIORTO COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES MUST BE REPORTED DIRECTLY TO ARC DESIGNGROUP DEVELOPMENT SERVICES LTD.

Z:\15-013 47 Eight Street (Leslie Esau)\WD - 47 EIGHTH ST_05(dropped main).dwg

1.

PJ

2.

3.

28383

32408

ISSUED FOR ZONING CERTIFICATE SEPT 16 PJ

I, PETER JARUCZIK DECLARE THAT I HAVE REVIEWED AND TAKE DESIGN RESPONSIBILITY FOR THE DESIGN WORK ON BEHALFOF ARC DESIGN GROUP DEVELOPMENT SERVICES LTD. UNDER DIVISION C, PART 3, SUBSECTION 3.2.4. OF THE BULDINGCODE. I AM QUALIFIED, AND THE FIRM IS REGISTERED, IN THE APPROPRIATE CLASSES/CATEGORIES.

[email protected]: 905-240-4024 fax: 905-240-4019

adgArc Design Groupa r c h i t e c t u r a l | m e c h a n i c a l | p l a n n i n g

4.

5.

REVISED DECK, FOR ZONING CERTIFICATE JAN 29 PJ

REVISED AS PER ZONING COMMENTS DEC 13 PJCUSTOM

47 EIGHTH STREETTORONTO, ONTARIO

CUSTOM

COMPONENT

CEILING WITH ATTIC SPACEMINIMUM RSI (R)-VALUE

CEILING WITHOUT ATTIC SPACEMINIMUM RSI (R)-VALUE

EXPOSED FLOORMINIMUM RSI (R)-VALUE

WALLS ABOVE GRADEMINIMUM RSI (R)-VALUE

BASEMENT WALLSMINIMUM RSI (R)-VALUE

BELOW GRADE SLABENTIRE SURFACE >600 mm

BELOW GRADEMINIMUM RSI (R)-VALUE

EDGE OF BELOW GRADE SLAB

REC ROOM17'2" x 15'5"

MECHBATH

LAUN.

COLD CELLAR

4"8'

-8"

19'-8

"10

"3'-4

"8"

2'-0

"8" 2'

-8" [

0.81

]4'

-0" [

1.22]

20'-1

0"

4"2'

-8"

10"

3'-4

"8"

2'-0

"8"

4'-0

"

10"10'-8"8"1'-4"2'-8" 8"8"1'-4"8"2'-0" 4'-0" 2'-0"

HWT

FUR

N.

3226

45'-0

"4'

-8"

56'-4

" [17

.17]

4"10

"4'

-0"

13'-2

"4"

10"

4'-8

" [1.4

2]24

'-2"

49'-0

" [14

.93]

L1 + L7

1B

EXT. TYPE

DOOR

1110

FDSUMPPUMP

CHEC

K FO

UNDA

TION

WAL

L FOR

POR

CHSL

AB A

BOVE

FOR COLD CELLAR, PROVIDEDOOR, PULL CHAIN LIGHTFIXTURE, FD, 4" DIA. PAINTEDINSECT SCREEN VENT

36

7

5A

41

42

PROPOSED ELEC.PANEL LOCATION

11'-6"19'-6" [5.94]

W/D

4A

2

19'-8

"3'-0

"3'-2

"4'

-6"

12'-4

"

10"4"10"3'-10"8"7'-10"4"10"

2'-0"8'-6"9'-0"19'-6"

10"4" 5'-8"

10"4"5'-0"4"5'-6"4"10"

10"

5'-0

"4"

3'-8

"4"

3'-0"3'-1"

UP 7R

DJ

CHECK FDTN. WALL FORO.H. GARAGE DOOR

CH

ECK

FDTN

. WAL

L FO

RO

PT. D

OO

R A

BOVE

BB

A

A

1110

UP 5R

C

C

2"x6" JSTS @ 12" O.C.

7

56

1213

12 13

FD

FD

CH

ECK

FOR

SU

NKE

NFO

YER

56

1213

STEEL COL. ABOVE

4"10

"

4"

4"10"

STL.

CO

L. A

BOVE

(BASEMENT LANDING)

CONTINUOUSKEYED CONC.FOOTINGS

UP

5RAD

DN 1R

1A

11 10

4'-0"8"

L3

8'-2"11'-4"

8"

6" THICK DECK(25Mpa)

15M @ 16" o.c.DOWELS TUL (typ.)

15M

@ 1

2" O

.C. B

LL10

M @

16"

O.C

. TLL

15M @ 12" O.C. BUL10M @ 16" O.C. TUL

HOME THEATRE

DN 6R

1B

VB

FOUNDATION FLOORPLAN

A047 EIGHTH STREET 15-013

TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

PJ

2.

3.

28383

32408





4.

5.



FOUNDATION FLOOR PLAN3/16" = 1'-0"

AutoCAD SHX Text-2.07

AutoCAD SHX TextHB



AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.


AutoCAD SHX Text-X.XX


7'-6"

1'-0"

1'-4" 6'-6" 1'-4"

2"x8" PRESSURE TREATED LEDGERPLATE ANCHORED TO HEADER JOISTw/ 12" DIA. LAG BOLTS @ 16" o.c. (NOTTO BEAR ON BRICK) PROVIDE SOLIDBLOCKING @ AIR SPACE

DJ

DJ

2- 2" x 8" p.t.

DETAIL 'X'

DETAIL 'W'

TYPICAL 6" x 6" P.T. wd POST ONMETAL SADDLE SET INTO 12"

DIA. CONC. FILLED SONO TUBEMIN. 4'-0" BELOW GRADE

REC ROOM17'2" x 15'5"

MECHBATH

GARAGE

LAUN.

COLD CELLAR

4"8'

-4"

4"19

'-8"

10"

3'-4

"8"

2'-0

"8" 2'

-8" [

0.81

]4'

-0" [

1.22]

20'-1

0"

4"2'

-8"

10"

3'-4

"8"

2'-0

"8"

4'-0

"

8"11'-2"4"8"1'-4"2'-8" 8"8"1'-4"8"

2'-0" 4'-0" 2'-0"1'-11"8'-4"1'-3"

HWT

FUR

N.

3226

DN 7R

UP

5RAD

DN 1R

45'-0

"4'

-8"

56'-4

" [17

.17]

4"10

"4'

-0"

8"

13'-6

"4"

10"

4'-0

"

4'-8

" [1.4

2]24

'-2"

49'-0

" [14

.93]

11 7/8" TJI s31 @ 12" O.C.

34

11 7

/8" T

JI s

31 @

16"

O.C

.

BBFM

11 7/8" TJI s31 @ 16" O.C.34

L5 + L9

L1 + L7

1B

EXT. TYPE

DOOR

2"x6" JSTS @ 12" O.C.

1A

1110

11 10

FDSUMPPUMP

CHEC

K FO

UNDA

TION

WAL

L FOR

POR

CHSL

AB A

BOVE

FOR COLD CELLAR, PROVIDEDOOR, PULL CHAIN LIGHTFIXTURE, FD, 4" DIA. PAINTEDINSECT SCREEN VENT

36

7

7

56

1213

5A

41 42

19

19

18 19

8'4"x7'0" O/H GARAGE DOOR

PROPOSED ELEC.PANEL LOCATION

4'-0

"

3

2C

3B

41

56

1213 41

11'-6"19'-6" [5.94]

W/D

UP 6R

DN 5R

4A

2

1D

19'-8

"3'-0

"3'-2

"4'

-6"

12'-4

"

10"4"10"4'-0"8"7'-10"4"10"

2'-0"8'-6"9'-0"

19'-6" [5.94]

8'-2"11'-4"

10"4" 5'-8" 4"

10"4"5'-0"4"5'-6"4"4"10"

6"5'

-0"

4"3'-8

"4"

2'-11"3'-1"

DJ (LOW)

DJ

BB

A

A

C

C

FD

L3

FD

CH

ECK

FOR

SU

NKE

NFO

YER

L1

3 1/2

" STL

.

COL 3 1

/2" S

TL.

COL

6"4" 10'-10" 8"

6"4"

2PLY - 1 3/4" x 11 7/8" 1.9E Microllam LVL

1 3/4"

x 11

7/8"

1.9E

Micr

ollam

LVL

1 3/4"

x 11

7/8"

1.9E

Micr

ollam

LVL

11 7

/8" T

JI s

31 @

16"

O.C

.

11 7/8" TJI s31 @ 16" O.C.(MAIN FLOOR ABOVE)

L3

5'-8

"18

'-6"

8"

3'-10"

CANT

. 2" x

8" P

.T. FL

OOR

JOIS

TS @

16"

o.c. w

/ JOI

ST H

ANGE

RS

9'-2"6'-5"


2PLY - 1 3/4" x 11 7/8" 1.9E Microllam LVL1 3/4"

x 11

7/8"

1.

9E M

icroll

am LV

L

29

VB

BASEMENT FLOOR PLAN


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

PJ

2.

3.

28383

32408





4.

5.



BASEMENT FLOOR PLAN3/16" = 1'-0"

LINTEL / BEAM SCHEDULE

L1 2/2"x8" (2/38x184) SPR.#2B1 3/2"x8" (3/38x184) SPR.#2B2 4/2"x8" (4/38x184) SPR.#2B7 5/2"x8" (5/38x184) SPR.#2L3 2/2"x10" (2/38x235) SPR.#2B3 3/2"x10" (3/38x235) SPR.#2B4 4/2"x10" (4/38x235) SPR.#2B8 5/2"x10" (5/38x235) SPR.#2L5 2/2"x12" (2/38x286) SPR.#2B5 3/2"x12" (3/38x286) SPR.#2B6 4/2"x12" (4/38x286) SPR.#2B9 5/2"x12" (5/38x286) SPR.#2L7 3 1/2"x3 1/2"x1/4"L (90x90x6.0)L8 3 1/2"x3 1/2"x5/16"L (90x90x8.0)L9 4"x3 1/2"x1/4"L (100x90x6.0)L10 5"x3 1/2"x5/16"L (125x90x8.0)L11 5"x3 1/2"x3/8"L (125x90x10.0)L12 6"x4"x3/8"L (150 x100x10.0)

LVL BEAM SCHEDULE

LVL10 2.0E 1-1 3/4" x 14" (1-45x355)LVL11 2.0E 2-1 3/4" x 14" (1-45x355)LVL12 2.0E 3-1 3/4" x 14" (1-45x355)LVL13 2.0E 4-1 3/4" x 14" (1-45x355)

LVL2 2.0E 1-1 3/4" x 9 1/2" (1-45x240)

LVL5 2.0E 3-1 3/4" x 9 1/2" (3-45x240)

LVL3 2.0E 1-1 3/4" x 11 7/8" (1-45x300)

LVL6 2.0E 2-1 3/4" x 11 7/8" (2-45x300)LVL7 2.0E 3-1 3/4" x 11 7/8" (3-45x300)

LVL9 2.0E 4-1 3/4" x 11 7/8" (4-45x300)

LVL4 2.0E 2-1 3/4" x 9 1/2" (2-45x240)

LVL8 2.0E 4-1 3/4" x 9 1/2" (4-45x240)




AutoCAD SHX TextHB

AutoCAD SHX TextHB


AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.



AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

DINETTE9'8" x 7'10"

KITCHEN8'8" x 14'0"

F

S

FORMAL ROOM11'0" x 16'4"

ENTRY

PORCH

8"1'-4"8"7'-8"8"7'-10"8"

8'-6" 9'-0" 2'-0"19'-6" [5.94]

8"1'-

4"8"

8"

45'-0

"2'

-0"

47'-0

" [14

.32]

8"6'-6"10"

8'-0"19'-6" [5.94]

1'-6"6"4'-0"6"1'-6"

3'-0

"1'-

0"

3'-0

"1'-

0"

8"1'-

4"8"

2'-0

"45

'-0"

45'-0

" [13

.71]

4'-6"4'-6"3'-11"4'-7"

1'-4"

8"5'

-8"

19'-1

1"19

'-5"

4'-0"4'-0"

26

2x6

@ 1

6"o.

c.

8'-6

"

1C 1C

1B

VEN

T H

OO

D T

OEX

TER

IOR


11 7/8" TJI s31 @ 12" O.C.

34

11 7/8" TJI s31 @ 16" O.C.

11 7/8" TJI s31 @ 12" O.C.

34

DN

6R

B3

L1L1

L3

L3

L1+L7L5

L1+ARCH

L1+A

RC

H

L1+A

RC

H

11 10

DN 5R

4

2C

2C

36

39

8 34

DN

5R11 10

2"X4" P.T. TOP RAIL 2"X4"P.T. RAIL, 2"X2" P.T.PICKETS @ 4" O.C. MAX

4"X4" P.T. MAIN CORNERPOSTS, 4"X4" P.T.INTERMEDIATE POSTS AT5'-1" O.C. MAX

2" x 4" PT. WD. DECKING ONFLAT w/ 1/8" GAPS

DW

BREAKFAST BAR

DN 6R UP 7R

UP 20R

17'-4

"13

'-6"

4'-0

"4"

4'-0

"4"

4'-0

"10

"

16'-2

"4"

4'-1

0"6"

10'-0

"11

'-10"

8" 2'-0" 4" 4'-4" 11'-6" 8"

8"5'-0"4"1'-4"4'-10"11"3'-4"8"

8"8'-4"4"6'-2"8"

8"10'-2"

7'-0"

1'-0"

1'-0"

4A

4A

CL

34 2'-6

"

BB

A

A

11 10

C

C

2"x10" JSTS@ 16" O.C.

11

35

1 H

R F

R. R

.

L1

1110

RAL

LIN

G10

'-10"

5'-1

0"2'

-3"

4'-2

"4'

-6"

11'-2

"1'-

8"


2PLY

- 1 3/

4" x

11 7/

8" 1.

9E M

icroll

am LV

L

2'-5"

1 3/4" x 11 7/8" 1.9E Microllam LVL

PRO

VID

E BL

OC

KIN

GAT

3'-6

" O.C

. MAX

10'-6

"

7'-6"

5'-3" 6'-3"11'-6"

11'-0"6"

2PLY - 1 3/4" x 11 7/8"1.9E Microllam LVL

8'-0"3'-0

"

FAMILY ROOM9'6" x 19'8"

VENT

OPT

. F.P

.TO

EXT

ERIO

R

33

DIR

ECT V

ENT G

ASFIR

EPLA

CE

9'-2" 6'-5"

3'-8

"

DN 4R

3"

3'-4"

VB

GROUND FLOOR PLAN


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

PJ

2.

3.

28383

32408





4.

5.



GROUND FLOOR PLAN3/16" = 1'-0"

LVL BEAM SCHEDULE

LVL10 2.0E 1-1 3/4" x 14" (1-45x355)LVL11 2.0E 2-1 3/4" x 14" (1-45x355)LVL12 2.0E 3-1 3/4" x 14" (1-45x355)LVL13 2.0E 4-1 3/4" x 14" (1-45x355)

LVL2 2.0E 1-1 3/4" x 9 1/2" (1-45x240)

LVL5 2.0E 3-1 3/4" x 9 1/2" (3-45x240)

LVL3 2.0E 1-1 3/4" x 11 7/8" (1-45x300)

LVL6 2.0E 2-1 3/4" x 11 7/8" (2-45x300)LVL7 2.0E 3-1 3/4" x 11 7/8" (3-45x300)

LVL9 2.0E 4-1 3/4" x 11 7/8" (4-45x300)

LVL4 2.0E 2-1 3/4" x 9 1/2" (2-45x240)

LVL8 2.0E 4-1 3/4" x 9 1/2" (4-45x240)

AutoCAD SHX Text+0.00





AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.



AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextPL.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.



8"11'-6"8"

19'-6" [5.94]

3'-10"6'-5"

8"4"

9'-4"

8"10

"8"1'

-6"

43'-6

"

8"10

'-2"

4"4"

8'-7

"8"

45'-0

" [13

.71]

8"10'-1"4"5"8"6'-8"8"

7'-4" 12'-2"19'-6" [5.94]

6'-1"6'-1"4'-3"3'-1"

45'-0

" [13

.71]

DRAIN TOSCUPPERMIN. 1%

SCUP

PER

26

DN

16R

MASTER BEDROOM11'6" x 16'8"

BEDROOM 310'0" x 10'0"

BATH

2'x4

' SKY

LIG

HT

FLAT ROOF

BEDROOM 210'0" x 10'0"

ENSUITE

9'-0" TRAY CEILING

8'-0" CEILING

9'-0" TRAY CEILING

8'-0" CEILING

9'-0" TRAY CEILING

8'-0" CEILING

WIC

42"x42"SHOWER

GIRDER TRUSS

GIRDER TRUSS

G.T

.

G.T

.

L3L3

L3

L3

L3

L1

L1

L5

11 10

23

L1

9'-3"4" 6'-4"

4"3'-4

"

8" 4'-1" 4" 3'-4" 4" 10'-1" 8"

1'-6"TYP.

1'-6"

TYP.

OTB

22

4

4

2C

2C

S.A.CMD

MIN. 1%

DRAIN TO SCUPP

ER

SCUP

PER

GIRDER TRUSS

G.T

.

JAC

K TR

USS

@ 2

4" O

.C.

APPROVED DROPPED HEEL ROOF TRUSSES @ 2'-0" O.C.

J

. TR

USS

@ 2

4" O

.C.

PLEASE REFER TO ROOF TRUSSMANUFACTURING DRAWINGS FORLAYOUT, SPACING, INSTALLATIONDETAILS AND HANGER SIZES.

3

3

S.A.

S.A.

S.A.

4"2'

-0"

4'-10"4" 8"5'-0"4"

10'-0

"

D

W

26

LIN.

3'-3

"4"

4'-4

"4"

16'-1

0"7'-

5"

10'-0

"4"

7'-11

"18

'-6"

26'-6

"

3A

3

4A

3

44

44

3

24A

3'-6"3'-4"8"

8"7'-4"4"2'-5"4"4'-5"4"3'-0"8"

8"3'-4"4"2'-8"4"

1'-6"TYP.

1'-6"

TYP.

4'-0"

3'-0"

4'-0

"

4'-0"8'-0"

BB

A

A

C

C

35

2C

3'-4

"

GIRDER TRUSS

GIRDER TRUSS

J

. TR

USS

@ 2

4" O

.C.

11"

39PR

OVI

DE

BLO

CKI

NG

AT 3

'-6" O

.C. M

AX

11'-6"

VB

SECOND FLOOR PLAN


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

PJ

2.

3.

28383

32408





4.

5.



SECOND FLOOR PLAN3/16" = 1'-0"

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX Text32"x66" FREE STANDING TUB

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

AutoCAD SHX TextSB.

12X8

2

12X8

2

TOP OF WINDOW

TOP OF PLATE

TOP OF WINDOW

FIN. FORMAL ROOM

FIN. FOYER

TOP OF BASEMENT SLAB

4'-7

" [1.4

m] 8

'-6" [

2.59

m] 6

'-10"

[2.0

8m]

FIN. SECOND FLOOR48X54

36X54

10:1210:12 12

16

12

16

ESTABLISHED GRADE

TOP OF ROOF

31'-

81 2" [9

.66m

]

3'-1

0" [1

.16m]

10'

-0" [

3.05

m] 8

'-0" [

2.44

m]

25'

-21 2" [

7.68

m] 6

'-6" [

1.98m

]

5'-3

1 2" [1.

62m]

8'-5

" [2.

56m]

4'-0

" MIN

.

12"typ.

2'-1

11 2" [0

.91m

]

12

18

12

16

SUNKEN LAUNDRY

1'-4

" [0.

4m]

U/S SOFFIT

8'0"x7'0" O/H GARAGE DOORPOURED CONC.FOUNDATION WALL &

FOOTING

STONE VENEER (TYP)

SELF SEALING ASPHALTSHINGLES

PREFIN. ALUM. RWL GUTTER, FASCIABOARD & VENTED SOFFIT

1" x 6" ALUM. CLADFRIEZE BOARD

CAST IN PLACE CONCRETE PORCH,SILL & STEPS

VALLEY FLASHING AS REQUIRED

STONE LINTEL

SELF SUPPORTING STONE ARCH

PRECAST CONC. SILL(TYP)

PRECAST CONC. PARAPET(TYP)

STANDING SEAM METAL ROOF

2-PLY TORCHED DOWNRUBBER ROOF ON 5 8" PLY

SHEATHING

STONE VENEER (TYP)SELF SEALING ASPHALTSHINGLES

1" x 6" ALUM. CLADFRIEZE BOARD

6"

WALL HEIGHT

27'-

21 2" [8

.29m

] 2

5'-21 2

" [7.

68m]

4'-0

" MIN

.

90X72

4'-2

"

FIN. MAIN FLOOR 2'-7

1 2" [0

.8m]

8'-9

" [2.

67m]

VB

FRONT ELEVATION


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

PJ

2.

3.

28383

32408





4.

5.



FRONT ELEVATION3/16" = 1'-0"

AutoCAD SHX TextFG.

AutoCAD SHX TextFG.

AutoCAD SHX TextFG

AutoCAD SHX TextFG

AutoCAD SHX TextFG.

AutoCAD SHX TextFG

AutoCAD SHX TextFG

TOP

OF

WIN

DO

W

TOP

OF

PLAT

E

TOP

OF

WIN

DO

W

TOP

OF

BASE

MEN

T SL

AB

10'-0" [3.05m] 8'-0" [2.44m]

4'-7" [1.4m] 8'-6" [2.59m] 6'-10" [2.08m]

11'-412" [3.47m]

FIN

. SEC

ON

D F

LOO

R

48X60 48X42

12X84

4:12

16:1

2

18:1

212

10

4'-0" MIN.

4'-0" MIN.

ALLO

WAB

LE U

NPR

OTE

CTE

D O

PEN

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S

ACTU

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PEN

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SAL

LOW

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NIN

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LIM

ITIN

G D

ISTA

NC

ETO

TAL

WAL

L AR

EA

49.3

87%

= 7

9.58

1.20

m /

3.94

1136

.8

12"

typ.

9'-0" [2.74m]

ESTA

BLIS

HED

GR

ADE

3'-912" [1.16m] 2'-11

12" [0.91m]

29'-412" [8.95m]

48X54

12

10

25'-512" [7.76m]

POUR

ED C

ONC.

FOUN

DATIO

NW

ALL &

FOOT

ING

STON

E VE

NEER

(TYP

)

SELF

SEA

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ASPH

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SHIN

GLES

PREF

IN. A

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RW

L GUT

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FASC

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SOF

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1" x

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CAST

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SELF

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STON

E AR

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PREC

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ONC.

PAR

APET

(TYP

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HARD

I BRD

. OR

EQUI

V.

2-PLY

TORC

HED

DOW

NRU

BBER

ROO

F ON 5 8"

PLY

SHEA

THIN

G

STON

E VE

NEER

(TYP

)

STUC

CO FI

NISH

(TYP

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LF S

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G AS

PHAL

TSH

INGL

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STO

VE V

ENT

12

1616

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124

STUC

CO S

ILLw/

1" P

ROJE

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N(T

YP)

STUC

CO H

EADE

Rw/

1/2"

PRO

JECT

ION

(TYP

)

30X42

TOP

OF

RO

OF

AVER

AGE

GR

ADE

@ S

IDE

30'-10" [9.4m]* g

laze

d ar

eas

only

*

4'-0

"

25'-3" [7.69m]

1'-6"

FIN

. FO

RM

AL R

OO

M

FIN

. MAI

N F

LOO

R

FIN

. FO

YER

VB

RIGHT SIDE ELEVATION


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

PJ

2.

3.

28383

32408





4.

5.



RIG

HT

SID

E EL

EVA

TIO

N3/

16" =

1'-0

"

AutoCAD SHX TextFG

AutoCAD SHX TextFG

AutoCAD SHX TextSF

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AutoCAD SHX TextFT

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12X84

2'x4

' SKY

LIG

HT

16:1

216

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18:1

2

4'-0" MIN.

1HR

- STU

CCO

WAL

L CON

STRU

CTIO

N (IN

SULA

TED)

50mm

(2")

STUC

CO V

ENEE

R

15.9m

m (5/

8")

1 LAY

ER TY

PE X

- CGC

SHE

ETRO

CK FI

RECO

DE C

COR

EW

ATER

RES

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NT G

YPSU

M PA

NEL

AIR

BARR

IER

(TYV

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WRA

P - J

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S TA

PED)

150m

m (6"

)2"

X 6"

- STU

DS @

16" O

.C.

ROXU

L BAT

T INS

ULAT

ION

(R-19

)6 M

IL SU

PER

POLY

VAP

OUR

BARR

IER

(WAR

M SI

DE)

15.9m

m (5/

8")

1 LAY

ER TY

PE-X

GYP

SUM

BOAR

D FIL

LED,

TAPE

D, S

ANDE

DW

ALL F

INIS

H

U/S

OF

CEI

LIN

G

TOP

OF

BASE

MEN

T SL

AB

10'-0" [3.05m] 8'-0" [2.44m] 11'-412" [3.47m]

FIN

. SEC

ON

D F

LOO

R

12"

typ.

ESTA

BLIS

HED

GR

ADE

25'-212" [7.69m]

8'-5" [2.57m] 2'-1112" [0.9m]

25'-4" [7.72m]

SUN

KEN

LAU

ND

RY

1'-312" [0.4m]

U/S

SO

FFIT

POUR

ED C

ONC.

FOUN

DATIO

N W

ALL &

FOOT

ING

SELF

SEA

LING

ASPH

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SHIN

GLES

PREF

IN. A

LUM.

RW

L GUT

TER,

FASC

IABO

ARD

& VE

NTED

SOF

FIT

2-PLY

TORC

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DOW

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BBER

ROO

F ON 5 8"

PLY

SHEA

THIN

G

STUC

CO FI

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(TYP

)

STUC

CO FI

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(TYP

)

PREF

IN. A

LUM.

RW

L GUT

TER,

FASC

IABO

ARD

& VE

NTED

SOF

FIT

1" x

6" A

LUM.

CLA

DFR

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BOA

RD

CAST

IN P

LACE

CONC

RETE

POR

CH &

STEP

S

VALL

EY F

LASH

ING

AS R

EQUI

RED

SELF

SUP

PORT

ING

STON

E AR

CH

PREC

AST C

ONC.

PARA

PET

(TYP

)

STON

E VE

NEER

(TYP

)

POUR

ED C

ONC.

FOUN

DATIO

N W

ALL &

FOOT

ING

DR

YER

VEN

T 22

4:12

12

1616

:12

124

12

10 AVER

AGE

GR

ADE

@ S

IDE

30'-1112" [9.44m]

SUPP

LEM

ENTR

Y ST

AND

ARD

SB-

3 AS

SEM

BLY

W1a

3535

39

4'-0

"

FIN

. FO

RM

AL R

OO

M

FIN

. MAI

N F

LOO

R

FIN

. FO

YER

VB

LEFT SIDE ELEVATION


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

PJ

2.

3.

28383

32408





4.

5.



LEFT

SID

E EL

EVA

TIO

N3/

16" =

1'-0

"

AutoCAD SHX TextF.R.R. = 1 HR

AutoCAD SHX TextFG

TOP OF PLATE

TOP OF WINDOW

TOP OF BASEMENT SLAB

12'

-71 2" [

3.85

m] 8

'-0" [

2.43

m]

8'-6

" [2.

59m]

6'-1

0" [2

.08m

]

8'-9

" [2.

67m]

FIN. SECOND FLOOR

84X84

10:1210:12

4:1212

16

4'-0

" MIN

. 4'-0

" MIN

.

TOP OF WINDOW

ESTABLISHED GRADE

22'

-11" [6

.98m

]

6"

3'-5

1 2" [1.

05m]

5'-3

1 2" [1.

61m]

12

16

POURED CONC.FOUNDATION WALL &

FOOTING

STUCCO FINISH (TYP)

SELF SEALING ASPHALTSHINGLES

PREFIN. ALUM. RWL GUTTER, FASCIABOARD & VENTED SOFFIT

VALLEY FLASHING AS REQUIRED

STUCCO SILL w/ 1" PROJECTION(TYP)

2-PLY TORCHED DOWNRUBBER ROOF ON 5 8" PLY

SHEATHING

STUCCO FINISH (TYP)

STUCCO HEADERw/ 1/2" PROJECTION

(TYP)

24" x 48" SKYLIGHT

42" HIGH WROUGHTIRON RAILING

29'-

41 2" [8

.96m

]

TOP OF ROOF

16:12

124

48X48

12"typ.

96X54

FIN. MAIN FLOOR

72X24

TOP OF TRANSOM

2'-0

"

VB

REAR ELEVATION


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

PJ

2.

3.

28383

32408





4.

5.



REAR ELEVATION3/16" = 1'-0"

AutoCAD SHX TextFG

AutoCAD SHX TextFG

AutoCAD SHX TextFG.

AutoCAD SHX TextFG.

AutoCAD SHX TextFG

AutoCAD SHX TextFG.

AutoCAD SHX TextFG

AutoCAD SHX TextFG

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AutoCAD SHX TextFG

AutoCAD SHX TextFG

AutoCAD SHX TextFG

1

16:1

24:12 4:12

16:1216:12

10:1

210

:12

4:12 4:12

16:1216:12

1'-0"

10'-1

1"9'-

6"23

'-1"

1'-0"

6" 19'-6" 1'-0"

1'-0"

45'-0

"1'-

0"

6" 7'-0" 1'-0" 1'-5" 8'-8" 1'-5" 1'-0"

2-PLY TORCHED DOWNRUBBER ROOF ON 5 8"

PLY SHEATHING

2'x4

' SKY

LIG

HT

16:12

9'-0" TRAY CEILING

10:1

2

10:1

2

10:1

2

2'-2" 4'-9" 12'-7"

SKYL

IGH

T FL

AR

E

4:12

16:12 16:12

APPROVED DROPPED HEEL ROOF TRUSSES @ 2'-0" O.C.

PLEASE REFER TO ROOF TRUSSMANUFACTURING DRAWINGS FORLAYOUT, SPACING, INSTALLATIONDETAILS AND HANGER SIZES.

12'-1

"3'-9

"6" 1'-0"

9'-0" TRAY CEILING

9'-0" TRAY CEILING

BB

A

A

C

C

VB

ROOF PLAN


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

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2.

3.

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32408





4.

5.



ROOF PLAN3/16" = 1'-0"

TOP

OF

WIN

DO

W

TOP

OF

PLAT

E

TOP

OF

WIN

DO

W

TOP

OF

BASE

MEN

T SL

AB

10'-0" 8'-0"

4'-7" 8'-6" 6'-10"

11'-4"

FIN

. SEC

ON

D F

LOO

R

4'-0" MIN.

4'-0" MIN.

PWD

GA

RA

GE

SUN

KEN

LAU

ND

RY

1'-312" [0.4m]

7'-7"

6'-9"

6"

1'-0"8'-0"1'-0"

FOR

MA

L R

OO

M

KITC

HEN

BED

RO

OM

3BE

DR

OO

M 2

WIC

ENSU

ITE

99

TRAY

CEI

LIN

GTR

AY C

EILI

NG

1

34

34

34

7

18

1919 19

4

4

5 6

12

16

124

12"

typ.

5

1011

1011

CO

NN

ECT

DR

AIN

TO

STO

RM

SEW

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R S

UM

P N

OT

TOW

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PRO

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EAD

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DO

OR

NO

SIN

G R

EIN

F. W

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M B

ARS

11

13

6

5

2C

2C

55

3

2C

3

BOTT

OM

REI

NFO

RC

ING

10M

@ 1

2" O

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/ MIN

1/2

"C

ON

C. C

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R

CL

FAM

ILY

434

8

11

3'-4"5'-8"

42

FIN

. FO

RM

AL R

OO

M

FIN

. MAI

N F

LOO

R

FIN

. FO

YER

VB

CROSS SECTION 'A-A'


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






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2.

3.

28383

32408





4.

5.



CR

OSS

SEC

TIO

N 'A

-A'

3/16

" = 1

'-0"

4'-7

" [1.4

m]

FIN. SECOND FLOOR

10'

-0" [

3.05

m]

TOP OF BSMT. SLAB

SUNKEN LAUNDRY

GARAGE

BEDROOM 348"x40"SHOWER

1919

34

34

8

4

6'-9

1 2" [2

.07m

] 1

'-4" [

0.4m

] 1

1'-41 2"

[3.4

7m]

2C

2C

LAUN.18

7

5

6

5

6

2C

13

13

5

TOP OF PLATE

6'-9

1 2" [2

.08m

]

TOP OF ROOF

8'-0

" [2.

44m]

5'-3

1 2" [1.

62m]

U/S SOFFIT 9

2C

124

12

161

12"typ.

6"

5A 41

1'-0"

FORMAL ROOM

39

35

35

1 H

R F

R. R

.

21'-

7" [6

.58m

]PR

OVI

DE

BLO

CKI

NG

AT 3

'-6" O

.C. M

AX

HOME THEATRE

SUNKEN LAUNDRY

7'-1

0" [2

.39m

]

7 7

FIN. FORMAL ROOM

FIN. FOYER

FIN. MAIN FLOOR

TOP OF WINDOW

8'-6

" [2.

59m]

VB

CROSS SECTION 'B-B'


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






1.

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2.

3.

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32408





4.

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CROSS SECTION 'B-B'3/16" = 1'-0"

AutoCAD SHX TextFG.

AutoCAD SHX TextFG

TOP

OF

WIN

DO

W

TOP

OF

PLAT

E

TOP

OF

WIN

DO

W

TOP

OF

BASE

MEN

T SL

AB

FIN

. SEC

ON

D F

LOO

R

SUN

KEN

LAU

ND

RY

ENTR

Y

KITC

HEN

BATH

MA

STER

BED

RO

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99

1

34

34

34

7

4

56

12

16

124

1011

13

2C 5

3

3

FAM

ILY

13

CL

10'-0" 8'-0"

4'-7" 8'-6" 6'-10"

11'-4"

1'-312" [0.4m]

6'-9"

LAU

ND

RY

6

12

10

3634

7

10

11

CO

LD

UN

EX.

CEL

LAR

2' X

4' S

KYLI

GH

T

SKYL

IGH

T FL

AIR

CO

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ED C

EILI

NG

1'-4"

4"7'-7"6"

4'-0" MIN.

1212

FIN

. FO

RM

AL R

OO

M

FIN

. MAI

N F

LOO

R

FIN

. FO

YER

VB

CROSS SECTION 'C-C'


TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






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4.

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CR

OSS

SEC

TIO

N 'C

-C'

3/16

" = 1

'-0"

CONSTRUCTION NOTES

CN47 EIGHTH STREET 15-013

TORONTO, ONTARIO

Drawing No.

Checked by

Client

Project No.

DateDEC '16

Model Sheet Title

Drawn by

Scale






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2.

3.

28383

32408





4.

5.


REVISED AS PER ZONING COMMENTS DEC 13 PJ

90mm (4") STONE VENEER, 25mm (1") AIR SPACE, 22x180x0.76mm (7/8"x7"x0.03")GALV. METAL TIES @ 400mm (16") O.C. HORIZONTAL 600mm (24") O.C.VERTICAL. APPROVED SHEATHING PAPER, 9.5mm (3/8") EXTERIOR TYPESHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., RSI 3.87 (R22)INSULATION AND APPROVED VAPOUR BARRIER WITH APPROVED CONTIN. AIRBARRIER. 13mm (1/2") INT. DRYWALL FINISH. PROVIDE WEEP HOLES @ 800mm(32") O.C. BOTTOM COURSE AND OVER OPENINGS. PROVIDE BASE FLASHINGUP MIN. 150mm (6") BEHIND BUILDING PAPER. STONE TO BE MIN. 150mm (6")ABOVE FINISH GRADE.

90mm (4") STONE VENEER, 25mm (1") AIR SPACE, 22x180x0.76mm (7/8"x7"x0.03")GALV. METAL TIES @ 400mm (16") O.C. HORIZONTAL 600mm (24") O.C.VERTICAL. APPROVED SHEATHING PAPER, 9.5mm (3/8") EXTERIOR TYPESHEATHING, 38x89 (2"x4") STUDS @ 400mm (16") O.C. (MAX. HEIGHT 3000mm9'-10") WITH APPROVED DIAGONAL WALL BRACING. REFER TO NOTE 19WHERE FLOOR EXISTS ABOVE GARAGE. PROVIDE WEEP HOLES @ 800mm(32") O.C. BOTTOM COURSE AND OVER OPENINGS. PROVIDE BASE FLASHINGUP MIN. 150mm (6") BEHIND BUILDING PAPER. STONE TO BE MIN. 150mm (6")ABOVE FINISH GRADE.

250mm (10") POURED CONC. FDTN. WALL (UNLESS OTHERWISE NOTED),20MPa (2900psi) WITH BITUMINOUS DAMPPROOFING AND OPT. DRAINAGELAYER. DRAINAGE LAYER REQ. WHEN BASEMENT INSUL. EXTENDS 900 (2'-11")BELOW FIN. GRADE. ON 550x155 (22"x6") CONTINUOUS KEYED CONC. FTG.BRACE FDTN. WALL PRIOR TO BACKFILLING. ALL FOOTINGS SHALL REST ONNATURAL UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL, WITH MIN.BEARING CAPACITY OF 75kPa OR GREATER.

3

3B

5

STONE VENEER CONSTRUCTION (2"x6")

STONE VENEER CONSTRUCTION (2"x4")- GARAGE WALLS

FOUNDATION WALL/FOOTINGS: -SEE OBC 9.15.4-

Contractor must verify all dimensions on the job and report any discrepancy to ADG prior to proceeding with the work. Drawings arecopyrighted and shall not be reproduced, sited or used in any way without the permission of ADG. Drawings are NOT to be scaled.

1

ORSOLID WOOD BEARING FOR WOOD STUD WALLS

STEEL BEARING PLATE FOR MASONRY WALLS

= 25 (1")= 150 (6")

= 235 (9-1/4")

= 200 (7-7/8")= 210 (8-1/4") = 800 (2'-8")

= 860 (2'-10")

= 900 (2'-11")

= 1950 (6'-5")

MIN. RUN

MIN. RUN

MIN. TREADRAIL @ STAIRMIN. STAIR WIDTH

MIN. HEADROOM

RAIL @ LANDING

MAX. NOSING FOR CURVED STAIRS

MAX. RISE

= 200 (8")MIN. AVG. RUN

GUARDS -OBC. 9.8.8-

EXTERIOR RAILINGS

THE EXTERIOR BASEMENT STUD WALL TO BE 38x140 or 38x89(2"x6") STUDS @ 400mm (16") o.c. / (2"x4") STUDS @ 300mm (12")o.c.

ASPHALT SHINGLES (CONFORMING TO SECTION 9.26.2.1 OF THE O.B.C.), 10mm(3/8") PLYWOOD SHEATHING WITH "H" CLIPS. APPROVED WOOD TRUSSES @600mm (24") O.C. MAX. OR CONVENTIONAL FRAMING, APPROVED EAVESPROTECTION TO EXTEND 900mm (3'-0") FROM EDGE OF ROOF AND MIN. 300mm(12") BEYOND INNER FACE OF EXTERIOR WALL, (EAVES PROTECTION NOTREQ'D FOR ROOF SLOPES 8:12 OR GREATER), 38x89 (2"x4") TRUSS BRACING @1830mm (6'-0") O.C. AT BOTTOM CHORD. PREFIN. ALUM. EAVESTROUGH,FASCIA, RWL & VENTED SOFFIT. ATTIC VENTILATION 1:300 OF INSULATEDCEILING AREA WITH MIN 25% AT EAVES & MIN. 25% AT RIDGE (O.B.C. 9.19.1.2)

SIDING AS PER ELEVATION, APPROVED SHEATHING PAPER, 9.5mm (3/8")EXTERIOR TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., RSI3.87 (R22) INSULATION AND APPROVED VAPOUR BARRIER AND APPROVEDCONT. AIR BARRIER, 13mm (1/2") INT. DRYWALL FINISH. SIDING TO BE MIN.200mm (8") ABOVE FINISH GRADE.

SIDING AS PER ELEVATION, APPROVED SHEATHING PAPER, 9.5mm (3/8")EXTERIOR TYPE SHEATHING, 38x89 (2"x4") STUDS @ 400mm (16") O.C. (MAX.HEIGHT 3000mm (9'-10"), WITH APPROVED DIAGONAL WALL BRACING. REFERTO NOTE 19 WHERE FLOOR EXISTS ABOVE GARAGE. SIDING TO BE MIN. 200mm(8") ABOVE FINISH GRADE.

FOR BEARING PARTITIONS 38x140 (2"x6") @ 400mm (16") O.C. FOR 2 STOREYSAND 300mm (12") O.C. FOR 3 STOREYS, NON-BEARING PARTITIONS 38x89(2"x4") @ 600mm (24") O.C. PROVIDE 38x89 (2"x4") BOTTOM PLATE AND 2/38x89(2/2"x4") TOP PLATE. 13mm (1/2") INT. DRYWALL BOTH SIDES OF STUDS,PROVIDE 38x140 (2"x6") STUDS/PLATES WHERE NOTED.

2

2B

4

100mm (4") DIA. WEEPING TILE 150mm (6") CRUSHEDSTONE OVER AND AROUND WEEPING TILES.

80mm (3")MIN. 25MPa (3600psi) CONC. SLAB ON 100mm (4") COARSE GRANULARFILL, OR 20MPa. (3000psi) CONC. WITH DAMPPROOFING BELOW SLAB.

PROVIDE RSI 5.46 (R31) INSULATION, APPROVED VAPOUR BARRIER ANDCONTINUOUS AIR BARRIER, FINISHED SOFFIT.

RSI 8.81 (R50) ROOF INSULATION AND APPROVED VAPOUR BARRIER, 16mm(5/8") INT. DRYWALL FINISH OR APPROVED EQUAL.

6

7

8

9

10

FINISHED RAILING ON PICKETS SPACED MAXIMUM 100mm (4")BETWEEN PICKETS. CLEARANCE BETWEEN HANDRAIL AND SURFACEBEHIND IT TO BE 50 MM (2") MIN. HANDRAILS TO BE CONTINUOUSEXCEPT AT NEWEL POST AT CHANGES OF DIRECTION.

INTERIOR GUARDS: 900mm (2'-11") MIN.EXTERIOR GUARDS: 1070mm (3'-6") MIN.

810mm (32") HIGH WHERE DISTANCE FROM PORCH TO FIN. GRADEIS LESS THAN 600mm (24"). 900mm (36") WHERE DISTANCE EXCEEDS600mm (24"). 1070mm (42") HIGH RAILINGS IS REQUIRED WHEREDISTANCE EXCEEDS 1800mm (71").

11

ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND SPEC'S AND TOCONFORM TO THE ONTARIO BUILDING CODE AND ALL OTHER APPLICABLECODES AND AUTHORITIES HAVING JURISDICTION. THESE REQUIREMENTSARE TO BE TAKEN AS MINIMUM SPECIFICATIONS. ONT. REG. 332/12

CONSTRUCTION NOTESSB-12 COMPLIANCE PACKAGE "J"(Unless otherwise noted)

38x89 (2"x4") SILL PLATE WITH 13mm (1/2") DIA. ANCHOR BOLTS 200mm(8") LONG, EMBEDDED MIN. 100mm (4") INTO CONC. @ 2400mm (7'-10")O.C., CAULKING OR 25 (1") MIN. MINERAL WOOL BETWEEN PLATE ANDTOP OF FDTN. WALL . USE NON-SHRINK GROUT TO LEVEL SILL PLATEWHEN REQUIRED.

RSI 2.11 (R12) MINERAL FIBRE BLANKET INSULATION w/ 6 mil. AIR/VAPOURBARRIER (MAX. 150 FLAME SPREAD RATING) OR RSI 2.11 (R12) INSULATIONWITH 38x89 (2x4) @ 600mm (2'-0") O.C. WOOD STRAPPING AND 6 mil. AIR/VAPOUR BARRIER (MAX 150 FLAME SPREAD RATING) TO 200mm (8") MAX.ABOVE BASEMENT SLAB. PROVIDE 0.7 kg/m (No. 15) BLDG. PAPERBETWEEN FOUNDATION WALL AND INSULATION.

38x140 (2"x6") STUDS @ 400mm (16") O.C. 38x140 (2"x6") SILL PLATE ONDAMPPROOFING MATERIAL, 13mm (1/2") DIA. ANCHOR BOLTS 200mm(8") LONG, EMBEDDED MIN. 100mm (4") INTO CONC. @ 2400mm (7'-10")O.C. 100mm (4") HIGH CONC. CURB ON 350x155 (14"x6") CONC. FOOTING.ADD HORIZ. BLOCKING AT MID-HEIGHT IF WALL IS UNFINISHED.

89mm(3-1/2") DIA x 3.0mm(0.118) SINGLE WALL TUBE TYPE 2 ADJUSTABLE STL.COL. W/ MAX. ALLOWABLE LOAD OF 71.2kN (16,000lbs.) AT A MAX. EXTENSIONOF 2318mm (7'-7 1/2") CONFORMING TO CAN/CGSB-7.2-94, AND WITH150x150x9.5 (6"x6"x3/8") STL. PLATE TOP & BOTTOM. 870x870x410 (34"x34"x16")CONC. FOOTING ON UNDISTURBED SOIL OR ENGINEERED FILL CAPABLE OFSUSTAINING A PRESSURE OF 150 Kpa. MINIMUM AND AS PER SOILS REPORT.

89mm(3-1/2") DIA x 4.78mm(.188) FIXED STL. COL. OR ADJUSTABLE STL. COL.WITH A MAX. ALLOWABLE LOAD OF 108.6kN (24,000lbs.) WITH 150x150x9.5(6"x6"x3/8") STL. TOP & BOTTOM PLATE ON 1070x1070x460 (42"x42"x18"). CONC.FOOTING ON UNDISTURBED SOIL OR ENGINEERED FILL CAPABLE OFSUSTAINING A PRESSURE OF 150 Kpa. MIN. AND AS PER SOILS REPORT.

90mm(3-1/2") DIA x 4.78mm(.188) NON-ADJUSTABLE STL. COL. TO BE ON150x150x9.5 (6"x6"x3/8") STEEL TOP PLATE, & BOTTOM PLATE. BASE PLATE120x250x12.5 (4 1/2"x10"x1/2") WITH 2-12mm DIA. x 300mm LONG x50mm HOOKANCHORS (2-1/2"x12"x2") FIELD WELD COL. TO BASE PLATE.

BEAM POCKET OR 300x150 (12"x6") POURED CONC. NIBWALLS. MIN. BEARING 90mm (3-1/2")

19x89 (1"x4") CONTINUOUS WOOD STRAPPING BOTH SIDES OF STEEL BEAM.

100mm (4") 32MPa (4640psi) CONC. SLAB WITH 5-8 % AIR ENTRAINMENT ONOPT. 100 (4") COARSE GRANULAR FILL WITH COMPACTED SUB-BASE ORCOMPACTED NATIVE FILL. SLOPE TO FRONT AT 1 % MIN.

13mm (1/2") GYPSUM BD. ON WALL AND CEILING BETWEEN HOUSE ANDGARAGE, RSI 3.87 (R22) IN WALLS, RSI 5.46 (R31) IN CEILING. TAPE AND SEALALL JOINTS GAS TIGHT.

DOOR AND FRAME GASPROOFED. DOOR EQUIPPED WITH SELFCLOSING DEVICE AND WEATHERSTRIPPING. PER OBC9.10.13.15PRECAST CONCRETE STEP OR WOOD STEP WHERE NOT EXPOSED TOWEATHER. MAX. RISE 200mm (7-7/8") MIN. TREAD 250mm (9-1/2")

CAPPED DRYER EXHAUST VENTED TO EXTERIOR. (USE100mm 4" SMOOTH WALL METAL VENT PIPE OBC 6.2.3.8(7))

ATTIC ACCESS HATCH 545x610 (21 1/2"x24") & MIN. AREA OF 0.32 sq.m. (3.44sq.ft.) WITH WEATHERSTRIPPING. RSI 8.8 (R50) RIGID INSUL. BACKING.

TOP OF FIREPLACE CHIMNEY SHALL BE 915mm (3'-0") ABOVE THE HIGHESTPOINT AT WHICH IT COMES IN CONTACT WITH THE ROOF AND 610mm (2'-0")ABOVE THE ROOF SURFACE WITHIN A HORIZ. DISTANCE OF 3050mm (10'-0")FROM THE CHIMNEY.

LINEN CLOSET, 4 SHELVES MIN. 350mm (14") DEEP.

MECHANICAL EXHAUST FAN, VENTED TO EXTERIOR, TOPROVIDE AT LEAST ONE AIR CHANGE PER HOUR.

280x280x16 (11"x11"x5/8") STL. PLATE FOR STL BEAMS AND 280x280x12(11"x11"x1/2") STL. PLATE FOR WOOD BEAMS BEARING ON CONC. BLOCKPARTYWALL, ANCHORED WITH 2-19mm (3/4") x 200mm (8") LONG GALV.ANCHORS WITHIN SOLID BLOCK COURSE. LEVEL WITH NON-SHRINK GROUT.

SOLID BEARING TO BE AT LEAST AS WIDE AS THE SUPPORTED MEMBER.SOLID WOOD BEARING COMPRISED OF BUILT-UP WOOD STUDS TO BECONSTRUCTED IN ACCORDANCE WITH OBC. 9.17.4.2 (2).

U.L.C. RATED CLASS "B" VENT 610mm (2'-0") ABOVE THE POINT IN CONTACTWITH THE ROOF FOR SLOPES UP TO 9/12, REFER TO THE ONTARIO GASUTILIZATION CODE.

MIN. HORIZ. STEP = 610mm (24"). MAX. VERT. STEP = 610mm (24") FORFIRM SOILS. 400mm (16") MAX. STEP FOR SAND AND GRAVEL.

MIN. 100mm (4") CONCRETE SLAB ON GRADE ON 100mm (4") COARSEGRANULAR FILL. REINFORCED WITH 6x6-W2.9xW2.9 MESH PLACED NEARMID-DEPTH OF SLAB. CONC. STRENGTH 32 MPa (4640 psi) WITH 5-8 % AIRENTRAINMENT ON COMPACTED SUB-GRADE.

DIRECT VENT FURNACE TERMINAL MIN. 900mm (36") FROM A GASREGULATOR. MIN. 300mm (12") ABOVE FIN. GRADE, FROM ALL OPENINGS,EXHAUST AND INTAKE VENTS. HRV INTAKE TO BE A MIN. OF 1830mm (6'-0")FROM ALL EXHAUST TERMINALS. REFER TO GAS UTILIZATION CODE.

DIRECT VENT GAS FIREPLACE. VENT TO BE A MINIMUM 300mm (12") FROMANY OPENING AND ABOVE FIN. GRADE. REFER TO GAS UTILIZATION CODE.

EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF NOT LESSTHAN 45 min. WHERE LIMITING DISTANCE IS LESS THAN 1.2M (3'-11").WHERE THE LIMITING DISTANCE IS LESS THAN 600mm (1'-11") THEEXPOSING FACE SHALL BE CLAD IN NON-COMBUSTIBLE MATERIAL.

FOR MAX. 2500 mm (8'-2") PORCH DEPTH(SHORTEST DIM.), 125mm (4 7/8")32MPa (4640psi) CONC. SLAB WITH 5-8 % AIR ENTRAINMENT. REINF. WITH10M BARS @ 200mm (7 7/8") O.C. EACH WAY IN BOTTOM THIRD OF SLAB,MIN. 30mm (1 1/4") COVER, 600x600 (23 5/8" x23 5/8") DOWELS @ 600mm (235/8") O.C., ANCHORED IN PERIMETER FDTN. WALLS. SLOPE SLAB MIN. 1.0% FROM WALL. SLAB TO HAVE MIN. 75mm 3" BEARING ON FDTN WALL.PROVIDE (L7) LINTELS OVER CELLAR DOOR. WITH 100mm (4") ENDBEARING

THE FDTN. WALL SHALL NOT BE REDUCED TO LESS THAN 90mm (3-1/2")THICK TO A MAX. DEPTH OF 600mm (24") AND SHALL BE TIED TO THEFACING MATERIAL WITH METAL TIES SPACED 200mm (8") O.C. VERTICALLYAND 900mm (36") O.C. HORIZONTALLY. FILL SPACE BETWEEN WALL ANDFACING SOLID WITH MORTAR.

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13

14

15

15A

15B

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17

18

19

20

21

22

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24

25

26

27

28

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35

36

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38x140 (2"x6") RAFTERS @ 400mm (16"O.C.), FOR MAX 11'7" SPAN, 38x184(2"x8") RIDGE BOARD. 38x89 (2"x4") COLLAR TIES AT MIDSPANS. CEILINGJOISTS TO BE 38x89 (2"x4") @ 400mm (16") O.C. FOR MAX. 2830mm (9'-3")SPAN & 38x140 (2"x6") @ 400mm (16") O.C. FOR MAX. 4450mm (14'-7") SPAN.RAFTERS FOR BUILT-UP ROOF TO BE 38x89 (2"x4") @ 600mm (24") O.C.WITH A 38x89 (2"x4") CENTRE POST TO THE TRUSS BELOW, LATERALLYBRACED AT 1800mm (6'-0") O.C. VERTICALLY.

FOR A MAXIMUM 5300 mm (17'-4") STUD LENGTH, AND MAXIMUM SUPPORTEDROOF TRUSS LENGTH OF 6.0m. PROVIDE 2-38x140 (2-2"x6") SPR.#2 CONTIN.STUDS @ 300mm (12") O.C. (TRIPLE UP AT EVERY THIRD DOUBLE STUD FORBRICK) C/W 9.6 (3/8") THICK EXT. PLYWOOD SHEATHING. PROVIDE SOLIDWOOD BLOCKING BETWEEN WOOD STUDS @ 1067 mm (3'-6") O.C. VERTICALLY.-FOR HORIZ. DISTANCES NOT EXCEEDING 2900 mm (9'-6"), PROVIDE 38x140(2"x6") STUDS @ 400 (16") O.C. WITH CONTINUOUS 2-38x140 (2-2"x6")TOP PLATE+ 1-38x140 (1-2"x6") BOTTOM PLATE & MINIMUM OF 3-38x184 (3-2"x8") CONT.HEADER AT GRND. CEILING LEVEL TOE-NAILED & GLUED AT TOP, BOTTOMPLATES AND HEADERS.TYPICAL 1 HOUR RATED PARTYWALL. REFER TODETAILS FOR TYPE AND SPECIFICATIONS.

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39

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42

WINDOWS

EXTERIOR WALLS FOR WALK-OUT CONDITIONS

FOUNDATION WALL (W.O.D./W.O.B.)

CONVENTIONAL ROOF FRAMING

TWO STOREY WALLS - DOUBLE VOLUME

ROOF CONSTRUCTION

SIDING FRAME WALL CONSTRUCTION (2"x6")

SIDING FRAME WALL CONSTRUCTION (2"x4")- GARAGE WALLS

INTERIOR STUD PARTITIONS

BASEMENT SLAB

EXPOSED FLOOR TO EXTERIOR

ATTIC INSULATION

ALL STAIRS/EXTERIOR STAIRS -OBC. 9.8.-

BEARING STUD PARTITION

STEEL BASEMENT COLUMN (SEE O.B.C. 9.15.3.3)

STEEL BASEMENT COLUMN (SEE O.B.C. 9.15.3.3)

STEEL COLUMN

GARAGE SLAB

FIREPLACE CHIMNEYS -OBC. 9.21.-

STEPPED FOOTINGS OBC 9.15.3.9.

SLAB ON GRADE

DIRECT VENTING GAS FURNACE VENT

DIRECT VENTING GAS FIREPLACE VENT

EXPOSED BUILDING FACE -OBC. 9.10.15.5-

COLD CELLAR PORCH SLAB

OBC 2012

(UNIFORM RISE & RUN IN A GIVEN RUN TO WITHIN 5mm (3/16"))

5a FOUNDATION WALL @ UNSUPPORTED OPENINGS-2-20M BARS IN TOP PORTION OF WALL (UP TO 8'-0" OPENING)-3-20M BARS IN TOP PORTION OF WALL (UP TO 8'-0" TO 10'-0" OPENING)-4-20M BARS IN TOP PORTION OF WALL (UP TO 10'-0" TO 15'-0" OPENING)-BARS STACKED VERTICALLY AT INTERIOR FACE OF WALL-BARS TO HAVE MIN. 2" (50mm) CONCRETE COVER-BARS TO EXTEND 2'-0" (600mm) BEYOND BOTH SIDES OF OPENING

STUCCO AS PER ELEVATION, APPROVED SHEATHING PAPER, 9.5mm (3/8")EXTERIOR TYPE SHEATHING, 38x140 (2"x6") STUDS @ 400mm (16") O.C., RSI3.87 (R22) INSULATION AND APPROVED VAPOUR BARRIER AND APPROVEDCONT. AIR BARRIER, 13mm (1/2") INT. DRYWALL FINISH. STUCCO TO BE MIN.200mm (8") ABOVE FINISH GRADE.

2CSTUCCO FRAME WALL CONSTRUCTION (2"x6")

WINDOW GUARDS -OBC. 9.8.8.1.

MINIMUM BEDROOM WINDOW -OBC. 9.7.2.2. - 9.7.2.3.-AT LEAST ONE BEDROOM WINDOW ON A GIVEN FLOOR IS TO HAVE MIN.0.35m2 UNOBSTRUCTED GLAZED OR OPENABLE AREA WITH MIN. CLEARWIDTH OF 380 mm (1'-3"). EACH BEDROOM TO HAVE UNOBSTRUCTEDGLAZED AREA NO LESS THAN 5% OF ROOM AREA.

A GUARD IS REQUIRED WHERE THE TOP OF THE WINDOW SILL ISLOCATED LESS THAN 480mm (1'-7") ABOVE FIN. FLOOR AND THEDISTANCE FROM THE FIN. FLOOR TO THE ADJACENT GRADE ISGREATER THAN 1800mm (5'-11")

PROVIDE CONSTRUCTION TO PREVENT LEAKAGEOF SOIL GAS INTO THE BUILDING IF REQUIRED.

SOIL GAS CONTROL (OBC 9.13)

815 x 2030 x 45 (2'-8" x 6'-8" x 1-3/4")INSULATED MIN. RSI 0.7 (R4)EXT. DOOR

865 x 2030 x 45 (2'-10" x 6'-8" x 1-3/4")INSULATED MIN. RSI 0.7 (R4)915 x 2030 x 45 (3'-0" x 6'-8" x 1-3/4")INSULATED MIN. RSI 0.7 (R4)760 x 2335 x 45 (2'-6" x 6'-8" x 1-3/4")INSULATED MIN. RSI 0.7 (R4)

815 x 2030 x 35 (2'-8" x 6'-8" x 1-3/8")

815 x 2030 x 45 (2'-8" x 6'-8" x 1-3/4") 20MIN. RATED DOOR AND FRAME, WITHAPPROVED SELF CLOSING DEVICE.

815 x 2030 x 45 (2'-8" x 6'-8" x 1-3/4")

760 x 2030 x 35 (2'-6" x 6'-8" x 1-3/8")

710 x 2030 x 35 (2'-4" x 6'-8" x 1-3/8")

610 x 2030 x 35 (2'-0" x 6'-8" x 1-3/8")

660 x 2030 x 35 (2'-2" x 6'-8" x 1-3/8")

460 x 2030 x 35 (1'-6" x 6'-8" x 1-3/8")

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EXT. DOOR1A

1B

1C

EXT. DOOR

EXT. DOOR

2

2A

2B

EXT. DOOR

INT. DOOR

EXT. DOOR

3

3A

4

4A

5

INT. DOOR

INT. DOOR

INT. DOOR

INT. DOOR

INT. DOOR

DOOR SCHEDULE

LINTEL / BEAM SCHEDULE

815 x 2030 x 45 (2'-8" x 6'-8" x 1-3/4")INSULATED MIN. RSI 0.7 (R4), DOOR & FRAMEGASPROOFED, DOOR EQUIPPED w/ SELF CLOSINGDEVICE & WEATHERSTRIPPING

1D EXT. DOOR

LAMINATED VENEER LUMBER (LVL) BEAM SCHEDULELVL2 2.0E 1-1 3/4" x 9 1/2" (1-45x240)LVL4 2.0E 2-1 3/4" x 9 1/2" (2-45x240)LVL5 2.0E 3-1 3/4" x 9 1/2" (3-45x240)LVL8 2.0E 4-1 3/4" x 9 1/2" (4-45x240)LVL3 2.0E 1-1 3/4" x 11 7/8" (1-45x300)LVL6 2.0E 2-1 3/4" x 11 7/8" (2-45x300)

LVL7 2.0E 3-1 3/4" x 11 7/8" (3-45x300)LVL9 2.0E 4-1 3/4" x 11 7/8" (4-45x300)LVL10 2.0E 1-1 3/4" x 14" (1-45x355)LVL11 2.0E 2-1 3/4" x 14" (1-45x355)LVL12 2.0E 3-1 3/4" x 14" (1-45x355)LVL13 2.0E 4-1 3/4" x 14" (1-45x355)

L1 2/2"x8" (2/38x184) SPR.#2B1 3/2"x8" (3/38x184) SPR.#2B2 4/2"x8" (4/38x184) SPR.#2B7 5/2"x8" (5/38x184) SPR.#2L3 2/2"x10" (2/38x235) SPR.#2B3 3/2"x10" (3/38x235) SPR.#2B4 4/2"x10" (4/38x235) SPR.#2B8 5/2"x10" (5/38x235) SPR.#2

SMOKE ALARM -O.B.C. 9.10.19.-

SOLID WOOD BEARING

FLOOR DRAIN

HOSE BIB

DOUBLE JOIST

TRIPLE JOIST

LAMINATED VENEERLUMBERSOLID BEARING FROMABOVEPOINT LOAD FROMABOVEPRESSURE TREATEDLUMBERGIRDER TRUSS BYROOF TRUSS MANUF.

LEGEND:

CENTRAL VACUUMOUTLET

FLAT ARCH

MEDICINE CABINET

CONCRETE BLOCKWALLDOUBLE VOLUMEWALL. SEE NOTE

STUD WALL REINFORCEMENT FOR FUTURE GRAB BARS IN MAINBATHROOM. REINFORCEMENT TO STUD WALLS SHALL BE INSTALLEDADJACENT TO WATER CLOSET AND SHOWER OR BATHTUB IN MAINBATHROOM. REFER TO OBC 9.5.2.3, 3.8.3.8.(1)(d) & 3.8.3.13.(1)(f)

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L5 2/2"x12" (2/38x286) SPR.#2B5 3/2"x12" (3/38x286) SPR.#2B6 4/2"x12" (4/38x286) SPR.#2B9 5/2"x12" (5/38x286) SPR.#2L7 90 x 90 x 6.0 (3 1/2 x 3 1/2 x 1/4 L)L8 90 x 90 x 8.0 (3 1/2 x 3 1/2 x 5/16 L)L9 100 x 90 x 6.0 (4 x 3 1/2 x 1/4 L)L10 125 x 90 x 8.0 (5 x 3 1/2 x 5/16 L)L11 125 x 90 x 10.0 (5 x 3 1/2 x 3/8 L)L12 150 x 100 x 10.0 (6 x 4 x 3/8 L)

PROVIDE AT LEAST ONE PER FLOOR, ONE IN EACH SLEEPING AREA, ANDIN A LOCATION BETWEEN THE SLEEPING ROOMS AND THE REMAINDEROF THE STOREY (ie. HALLWAY). ALARMS TO BE CONNECTED TO ANELECTRICAL CIRCUIT AND SUPPLIED WITH BATTERY BACKUP, ANDINTERCONNECTED TO ACTIVATE ALL ALARMS IF ONE SOUNDS.

CARBON MONOXIDE DETECTOR -O.B.C. 9.33.4-** CHECK LOCAL BY-LAWS FOR REQUIREMENTS **CARBON MONOXIDE DETECTOR(S) CONFORMING TO CAN/CGA-6.19SHALL BE INSTALLED ON OR NEAR THE CEILING OF EACH FLOOR INEACH DWELLING UNIT ADJACENT TO EACH SLEEPING AREA. CARBONMONOXIDE DETECTOR(S) SHALL BE PERMANENTLY WIRED WITH NODISCONNECT SWITCH, WITH AN ALARM THAT IS AUDIBLE WITHINBEDROOMS WHEN THE INTERVENING DOORS ARE CLOSED.

INSULATE EDGE OF BELOW GRADE CONC. SLAB TO A MINIMUM OF600mm (24") BELOW GRADE. w/ MIN. 1.76 RSI (R10) (ie. 2" RIGIDINSULATION)

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3-38x140 (3-2"x6") BUILT-UP-POST ON METAL BASE SHOE ANCHOREDTO CONC. WITH 12.7 DIA. BOLT, 915x915x300 (36"x36"x12") CONC. FTG.

19mm (3/4") T & G SUBFLOOR ON WOOD FLOOR JOISTS.ALL JOISTS TO BE STRAPPED WITH 19x64 (1"x3") @ 2100mm (6'-11") O.C.UNLESS A PANEL TYPE CEILING FINISH IS APPLIED.

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BEARING WOOD POST (BASEMENT)

SUBFLOOR, JOIST STRAPPING AND BRIDGING

FOR LATERAL SUPPORT WHERE GRADE TO T/O BASEMENT SLAB EXCEEDS1200mm (3'-11") FOR 200mm (8") or 1400mm (4'-7") FOR 250mm (10") POUREDCONC. FOUNDATION WALL PROVIDE VERTICAL 38x140 (2"x6") WOOD STUDS@ 400 (16") o.c. MATCH FLOOR JOIST SPACING WHEN PARALLEL WITHFLOOR JOISTS. [RAMSET BOTTOM PLATE TO SLAB & FASTEN TOP OF WALLTO FLOOR JOIST AND ALSO TIED TO 38x84 (2"x4") @ 300 (12") o.c. KNEEWALL].

AutoCAD SHX TextSBFA

AutoCAD SHX TextTJ

AutoCAD SHX TextDJ

AutoCAD SHX TextLVL

AutoCAD SHX TextP.T.

AutoCAD SHX TextG.T.

AutoCAD SHX TextPL

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AutoCAD SHX TextF.D.

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City Planning Division

Committee of Adjustment 2 Civic Centre Crt, 4th Floor Toronto, ON M9C 5A3 T:416-394-8060 F:416-394-6042

Decision Notice - MV.doc Page 1

Thursday, April 6, 2017

NOTICE OF DECISION MINOR VARIANCE/PERMISSION

(Section 45 of the Planning Act) File Number: A0711/16EYK Zoning RM & RM1 Owner(s): BARRINGTON TIMOLL Ward: Etobicoke-Lakeshore (06) Agent: FRANCO BELLINI Heritage: Not Applicable Property Address: 62 THIRTIETH ST Community: Legal Description: PLAN 2130 PT LOT 17

Notice was given and a Public Hearing was held on Thursday, April 6, 2017, as required by the Planning Act. PURPOSE OF THE APPLICATION: To construct a new detached dwelling with an integral garage REQUESTED VARIANCE(S) TO THE ZONING BY-LAW: 1. Section 900.6.10.(2)(D)(i), By-law 569-2013 and Section 330-23(A)(9)

The maximum permitted gross floor area is 0.35 times the area of the lot (146.3 m). The proposed dwelling will have a gross floor area equal to 0.85 times the area of the lot (357.1 m).

2. Section 10.80.40.20.(1), By-law 569-2013

The maximum permitted building length is 17 m. The proposed dwelling will have a length of 17.53 m.

3. Section 10.80.40.10.(2)(A)(i), By-law 569-2013

The maximum permitted height of all front exterior main walls is 7 m. The proposed dwelling will have a front exterior main wall height of 8.38 m.

4. Section 10.80.40.10.(4), By-law 569-2013

The maximum permitted height of the first floor above established grade is 1.2 m. The proposed dwelling will have a first floor height of 2.85 m above established grade.

The Committee of Adjustment considered the written submissions relating to the application made to the Committee before its decision and oral submissions relating to the application made at the hearing. In so doing, IT WAS THE DECISION OF THE COMMITTEE OF ADJUSTMENT THAT:


A0711/16EYK The Minor Variance Application is Approved on Condition It is the decision of the Committee of Adjustment to authorize this variance application for the following reasons:

The general intent and purpose of the Official Plan is maintained. The general intent and purpose of the Zoning By-law is maintained. The variance(s) is considered desirable for the appropriate development of the land. In the opinion of the Committee, the variance(s) is minor.

This decision is subject to the following condition(s): 1. The applicant shall submit an application for permit to injure or remove trees to Urban Forestry, as per City

of Toronto Municipal Code Chapter 813, Article III. 2. The applicant shall submit an application for permit to injure or remove City trees to Urban Forestry, as per

City of Toronto Municipal Code Chapter 813, Article II. 3. The following conditions shall be fulfilled to the satisfaction of Traffic Planning / Right of Way

Management: 3.1 Illustrate the proposed driveway and depressed curb cut by projecting both sides of the single- car garage door that is designed perpendicular to the curb line of Thirtieth Street; 3.2 Illustrate the proposed driveway and depressed curb cut as being constructed according to City of Toronto Design Standard Drawing No. T-310.050-1; 3.3 The applicant is required to remove the existing depressed curb cut that straddles the south

property at No. 60 Thirtieth Street and restored the Thirtieth Street municipal boulevard with poured raised concrete curb.

3.4 Insert a notation on the site plan stating that, "The applicant is required to restore the redundant

portion of the existing driveway and depressed curb cut that are being closed and removed, with sod and poured raised concrete curb according to City of Toronto Design Standard Drawing No. T-600.11-1";

3.5 Insert an advisory notation on the site plan stating that, "The applicant shall obtain the necessary

authorizations and permits from the City's Right-of-Way Management Unit before excavating within or encroaching into the municipal road allowance. The applicant shall also submit a Municipal Road Damage Deposit (MRDD) prior to obtaining a Building Permit." The applicant shall contact Ms. Joanne Vecchiarelli of Right-of-Way Management Section at (416) 338-1045 regarding municipal road damage deposit requirements; and,

3.6 The applicant shall submit a revised site plan (1:200 or 1:250 in metric scale) illustrating the

above-noted Condition No.'s 1 through 5, at no cost to the City, no later than December 30, 2017.


SIGNATURE PAGE File Number: A0711/16EYK Zoning RM & RM1 Owner: BARRINGTON TIMOLL Ward: Etobicoke-Lakeshore (06) Agent: FRANCO BELLINI Heritage: Not Applicable Property Address: 62 THIRTIETH ST Community: Legal Description: PLAN 2130 PT LOT 17 ______________________ Allan Smithies (signed)

______________________ Edwin (Ted) Shepherd (signed)

______________________ Rick Ross (signed)

______________________ Michael Clark (signed)

DATE DECISION MAILED ON: Wednesday, April 12, 2017 LAST DATE OF APPEAL TO THE ONTARIO MUNICIPAL BOARD: Wednesday, April 26, 2017 CERTIFIED TRUE COPY Susanne Pringle Manager & Deputy Secretary Treasurer Etobicoke York Panel To appeal this decision to the Ontario Municipal Board, send a completed OMB Appellant Form (A1) to the Manager & Deputy Secretary-Treasurer, Committee of Adjustment. You must pay a filing fee of $300.00, by certified cheque or money order, in Canadian funds, payable to the Minister of Finance. An additional reduced fee of $25.00 is required for each connected appeal filed by the same appellant. To obtain a copy of Appellant Form (A1) and other information about the appeal process please visit the Ontario Municipal Board web site at www.omb.gov.on.ca.

http://www.omb.gov.on.ca/






(Section 45 of the Planning Act) File Number: A0151/17EYK Zoning E & IC2 Owner(s): 1157584 ONTARIO LIMITED Ward: Etobicoke North (02) Agent: MURRAY EVANS Heritage: Not Applicable Property Address: 25 KELFIELD ST Community: Legal Description: PLAN 5118 PT LOTS 8-10

Notice was given and a Public Hearing was held on Thursday, April 6, 2017, as required by the Planning Act. PURPOSE OF THE APPLICATION: To permit a body rub parlour within the existing industrial/employment building. REQUESTED VARIANCE(S) TO THE ZONING BY-LAW: 1. Section 60.20.20.100.(32)(A)(B)(C), By-law 569-2013

A lot that has a body rub service must be: (A) at least 100 m from a lot in the Residential Zone category or Residential Apartment Zone category, (B) at least 500 m from a lot with a public school, private school, or place of worship, or a lot in a IS zone or IPW zone, (C) at least 500 m from a lot that has adult entertainment use or 100 m from a lot that has a body rub service. The proposed body rub service will be located 360 m from a private school located at 1 City Centre Drive.

2. Section 304-34

The proposed body rub parlour is not a permitted use in an IC2 zone. The Committee of Adjustment considered the written submissions relating to the application made to the Committee before its decision and oral submissions relating to the application made at the hearing. In so doing, IT WAS THE DECISION OF THE COMMITTEE OF ADJUSTMENT THAT:


A0151/17EYK The Minor Variance Application is Refused

It is the decision of the Committee of Adjustment to NOT approve this variance application for the following reasons: The general intent and purpose of the Official Plan is not maintained. The general intent and purpose of the Zoning By-law is not maintained. The variance(s) is not considered desirable for the appropriate development of the land. In the opinion of the Committee, the variance(s) is not minor.


SIGNATURE PAGE File Number: A0151/17EYK Zoning E & IC2 Owner: 1157584 ONTARIO LIMITED Ward: Etobicoke North (02) Agent: MURRAY EVANS Heritage: Not Applicable Property Address: 25 KELFIELD ST Community: Legal Description: PLAN 5118 PT LOTS 8-10 ______________________ Allan Smithies (signed)

______________________ Dominic Gulli (signed)

______________________ Rick Ross (signed)









(Section 45 of the Planning Act) File Number: A0159/17EYK Zoning RD & R2 Owner(s): SM. DAWOODUR RAHMAN

SM. MIZANOOR RAHMAN MIZAN

Ward: Etobicoke North (02)

Agent: SM. MIZANOOR RAHMAN MIZAN

Heritage: Not Applicable

Property Address: 56 FORDWICH CRES Community: Legal Description: PLAN M664 LOT 84 Notice was given and a Public Hearing was held on Thursday, April 6, 2017, as required by the Planning Act. PURPOSE OF THE APPLICATION: To construct a new detached dwelling with an attached garage. REQUESTED VARIANCE(S) TO THE ZONING BY-LAW: 1. Section 320-59.C

The maximum permitted lot coverage is 33% of the lot area (162.55 m). The proposed dwelling will cover 34% of the lot area (165.83 m).

2. Section 10.20.40.40.(1), By-law 569-2013 and 320-42.1.A.(1)

The maximum permitted floor space index is 0.45 times the area of the lot (221.66 m). The proposed dwelling will have a floor space index equal to 0.55 times the area of the lot (272.16 m).

The Committee of Adjustment considered the written submissions relating to the application made to the Committee before its decision and oral submissions relating to the application made at the hearing. In so doing, IT WAS THE DECISION OF THE COMMITTEE OF ADJUSTMENT THAT: The Minor Variance Application is Approved It is the decision of the Committee of Adjustment to authorize this variance application for the following reasons:



SIGNATURE PAGE File Number: A0159/17EYK Zoning RD & R2 Owner: SM. DAWOODUR RAHMAN

SM. MIZANOOR RAHMAN MIZAN

Ward: Etobicoke North (02)

Agent: SM. MIZANOOR RAHMAN MIZAN

Heritage: Not Applicable

Property Address: 56 FORDWICH CRES Community: Legal Description: PLAN M664 LOT 84 ______________________ Allan Smithies (signed)


______________________ Rick Ross (signed)









(Section 45 of the Planning Act) File Number: A0166/17EYK Zoning RM & RM1 Owner(s): LOUISE STERNER Ward: Etobicoke-Lakeshore (06) Agent: CHRIS A MONTGOMERY

ARCHITECT Heritage: Not Applicable

Property Address: 16 FORTY FIRST ST Community: Legal Description: PLAN 2172 N40FT L 280 Notice was given and a Public Hearing was held on Thursday, April 6, 2017, as required by the Planning Act. PURPOSE OF THE APPLICATION: To construct a second storey addition over the existing dwelling and a one-storey side addition. REQUESTED VARIANCE(S) TO THE ZONING BY-LAW: 1. Section 900.6.10(2)(D)(i), By-law 569-2013 and Section 330-23(A)(9)

The maximum permitted floor space index/gross floor area is 0.35 times the area of the lot (155.5 m). The altered dwelling will have a floor space index/gross floor area equal to 0.61 times the area of the lot (271.7 m).

2. Section 10.80.40.20.(1), By-law 569-2013

The maximum permitted dwelling length is 17 m. The altered dwelling will have a length of 17.1 m.

3. Section 10.80.40.10.(2), By-law 569-2013

The maximum permitted height of front exterior main walls is 7 m. The altered dwelling will have a front exterior main wall height of 7.31 m.

The Committee of Adjustment considered the written submissions relating to the application made to the Committee before its decision and oral submissions relating to the application made at the hearing. In so doing, IT WAS THE DECISION OF THE COMMITTEE OF ADJUSTMENT THAT:


A0166/17EYK The Minor Variance Application is Approved It is the decision of the Committee of Adjustment to authorize this variance application for the following reasons:



SIGNATURE PAGE File Number: A0166/17EYK Zoning RM & RM1 Owner: LOUISE STERNER Ward: Etobicoke-Lakeshore (06) Agent: CHRIS A MONTGOMERY

ARCHITECT Heritage: Not Applicable

Property Address: 16 FORTY FIRST ST Community: Legal Description: PLAN 2172 N40FT L 280 ______________________ Allan Smithies (signed)


______________________ Rick Ross (signed)









(Section 45 of the Planning Act) File Number: A0168/17EYK Zoning RD & R1 Owner(s): GIN FANG YANG

QIANG XING YANG Ward: Etobicoke-Lakeshore (05)

Agent: ACADIA DRAFTING Heritage: Not Applicable Property Address: 52 KING GEORGES RD Community: Legal Description: PLAN 1685 PT LOTS 184 TO 186 Notice was given and a Public Hearing was held on Thursday, April 6, 2017, as required by the Planning Act. PURPOSE OF THE APPLICATION: To construct a new detached garage in the rear yard. REQUESTED VARIANCE(S) TO THE ZONING BY-LAW: 1. Section 10.5.60.40.(2)(B), By-law 569-2013

The maximum permitted height for ancillary building or structure is 4 m. The proposed detached garage will have a height of 5.2 m.

2. Section 320-43.(D)

The maximum permitted height of an accessory structure with a pitched roof is 3.7 m, provided that no part of the walls exceed 2.5 m in height. The proposed detached garage will have a height of 4.2 m (measured to the midpoint of the roof) and will have a wall height of 3.2 m.

The Committee of Adjustment considered the written submissions relating to the application made to the Committee before its decision and oral submissions relating to the application made at the hearing. In so doing, IT WAS THE DECISION OF THE COMMITTEE OF ADJUSTMENT THAT: The Minor Variance Application is Approved on Condition It is the decision of the Committee of Adjustment to authorize this variance application for the following reasons:



A0168/17EYK This decision is subject to the following condition(s): Submission of a complete applic

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